a written response describing the corrective Work completed for all punch list items identified in the Pre -Final inspection(s). The request for Final Inspection will not be considered without the Contractor’s written response to the punch list items. The I nspector will schedule the Final Inspection within 10 Working Days of receipt of the Contractor’s request and invitees will include the Construction Manager, Engineer and representatives from agencies or utility companies having jurisdiction over the Work. The Contractor’s attendance is mandatory.
5. If, in the Engineer’s judgment, the Work has been completed in accordance with the Contract Documents, the Engineer will set forth in writing the date the Work was completed. This will be the date when the Contractor is relieved from responsibility to protect and maintain the Work, and to which liquidated damages will be computed.
ADD the following: 3- 13.1.1 Requirements Before Requesting a Walk-through.
1. The following items are required prior to requesting a Walk-through:
a. Remove temporary facilities from the Site.
b. Thoroughly cleaning the Site and removing all mark outs and construction staking. c. Provide completed and signed Red- lines in accordance with Contract Document requirements.
d. Provide all material and equipment maintenance and operation instructions and/or manuals.
e. Provide all tools which are a permanent part of the equipment installed in the Project. f. Provide and properly identify all keys for construction and all keys for permanent work.
g. Provide all final Special Inspection reports required by the applicable building code. h. Provide all items specified to be supplied as extra stock. Wrap, seal, or place in a container all items as necessary to allow for storage by the Agency for future use.
Verify the specified quantities.
i. Ensure that all specified equal opportunity (if applicable) and certified wage rate documentations covering the Contract Time have been submitted. j. Provide the spare parts for the proposed irrigation system as specified in the Special Provisions.
2. Contractor shall notify the Engineer to arrange a final inspection of permanent BMPs installed and shall obtain the completed, signed, and stamped DS-563 Form 30 Calendar Days prior to the issuance of the Notice of Completion.
ADD the following: 3- 13.1.2 Walk-through and Punchlist Procedure.
1. When Contractor considers that the Work and Services are complete, notify the Engineer in writing that the Project is complete and request that the Contractor and the Engineer perform a Walk-through for the generation of a Punchlist. Contractor shall notify the Engineer at least 7 Working Days in advance of the Walk-through.
2. The Engineer will first determine if the Project is ready for a Walk -through by verifying whether the Contractor have completed all items as required by 3 -13.1.1, “Requirements Before Requesting a Walk-through.”
3. The Engineer shall facilitate the Walk-through.
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4. Contractor shall make Plans, specifications, and technical data, such as submittals and equipment manuals, available at the Site for the Walk-through attendees.
5. The Engineer will provide the Contractor with the Punchlist within 15 Working Days after the date of the Walk- through and submit it to the Contractor. The Agency shall not provide a preliminary Punchlist.
6. If the Engineer finds that the Project is not substantially complete as defined in the Contract, the Engineer will terminate the Walk-through and notify the Contractor in writing.
7. If, at any time during the Engineer’s evaluation of the corrective Work required by the Punchlist, the Engineer discovers that additional corrective Work is required, the Engineer may include that corrective Work in the Punchlist. Contractor shall remain solely responsible for the Project Site until the Project is completely operational, all Punchlist items have been corrected, and all operation and maintenance manuals have been accepted by the Agency.
8. The Engineer shall meet with the Contractor until all Punchlist items are corrected. If Contractor takes longer than 30 Working Days to complete the corrective Work, the Project shall be subject to re-evaluation.
9. Upon acceptance of the Work, Contractor shall assemble and deliver to the Engineer all records, documents, warranties, material certifications, bonds, guarantees, maintenance and service agreements, and maintenance and operating manuals. Written warranties , except manufacturer’s standard printed warranties, shall be on a letterhead addressed to the Contractor. Warranties shall be submitted in the format described in this section, modified as approved by the Agency, to suit the conditions pertaining to the warranty. 3-13.2 Acceptance
DELETE in its entirety and SUBSTITUTE with the following:
1. Acceptance of the Work will occur after all the requirements of the Contract Documents have been fulfilled. If, in the Engineer’s judgment, the Contractor has fully performed the Contract, the Engineer will recommend to the City Manager for the City of Carlsbad or Executive Manager for the Carlsbad Municipal Water District that the Contractor’s performance of the Contract be accepted. Upon such certification by the Engineer, the City Manager or Executive Manager may accept the Work. Upon the acceptance of the Work by the City Manager or Executive Manager, a “Notice of Completion” will be filed in the office of the San Diego County Recorder. The date of recordation shall be the date of acceptance of the Work.
2. Once the “Notice of Completion” has been recorded, the Engineer will release the retention. 3-13.3 Warranty.
DELETE in its entirety and SUBSTITUTE with the following:
1. Contractor shall warranty and repair all defective materials and workmanship for a period of 1 year. This warranty period shall start on the date the Work was recorded by the “Notice of Completion” unless the Agency has beneficial use of the Project (excluding water, sewer, and storm drain projects). In addition, Contractor shall warranty the Work against all latent and patent defects for a period of 10 years. Contractor shall provide specific warranties and installer’s warranties as identified in the Technical Specifications.
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2. The warranty period for specific items covered under manufacturers’ or suppliers’ warranties shall commence on the date they are placed into service at the direction of or as approved by the Engineer in writing.
3. All warranties, express or implied, from Subcontractors, manufacturers, or suppliers, of any tier, for the materials furnished and work performed shall be assigned, in writing, to the Agency, and shall be delivered to the Engineer prior to the acceptance of the Contractor’s performance of the Contract.
4. Replace or repair defective materials and workmanship in a manner satisfactory to the Engineer after notice to do so from the Engineer and within the time specified in the notice.
If Contractor fails to make such replacements or repairs within the time specified in the notice, the Agency may perform the replacement or repairs at Contractor’s expense. If Contractor fails to reimburse the Agency for the actual costs, Contractor’s Surety shall be liable for the cost.
5. If, during the warranty period, any item of the Work is found to be Defective Work, Contractor shall correct it promptly after receipt of written notice from the Agency to do so. The warranty period shall be extended with respect to portions of the Work corrected as part of the warranty requirements.
ADD the following: 3- 13.3.1 Defective Work.
1. If the Engineer finds any part of the Work, to be defective or not in compliance with the Contract Documents, the Contractor shall correct the Defective Work in accordance with the Engineer’s written instructions and within the specified time limits.
2. The Engineer may order Contractor to stop all or part of the Project if, upon notice, Contractor fails to immediately correct the Defective Work in conformance with the Contract Documents. The Contractor bears all direct and indirect costs and damages that result from the Agency’s Stop Work notice.
3. The Engineer may determine in its sole discretion to accept Defective Work instead of having the Contractor correct the Defective Work. However, the Contractor will still be financially responsible for the Defective Work. The Engineer shall issue a deductive Change Order and will incorporate the necessary revisions in the Contract Documents for the Defective Work, the diminished value to the Project, or for the cost to repair the Defective Work.
4. If the Contractor fails to correct Defective Work within the specified time limits, the Engineer may correct the Contractor’s Defective Work. The Agency has the right to correct any Defective Work without notice in the event of an emergency. Contractor shall bear all direct and indirect costs of the Defective Work that the Agency corrects.
5. When undertaking remedial action under this section, the Agency may exclude Contractor from all or part of the Site, take possession of all or part of the Work and suspend Contractor’s Work and or services, and incorporate into the Project all materials and equipment stored at the Site or for which the Agency has paid but Contractor has stored elsewhere.
6. For Building Projects which require a certificate of occupancy, not including sewer and water facilities, if the Contractor fails to correct the Defective Work listed on the Agency’s Punchlist within 30 Working Days in accordance with 6 -1.1, “Construction Schedule,” the Contractor shall reimburse the Agency for all costs to provide inspection services required to monitor
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the Contractor’s Work beyond the 30 Working Days. The Agency shall bill the Contractor for the additional inspection at the Agency’s established rates.
7. If the Contractor completes the Project or portions of the Project prior to NOC, the Contractor shall preserve equipment by developing and implementing a preventive maintenance program in compliance with manufacturer’s recommendations.
ADD the following: 3- 13.3.2 Warranty Format Requirements.
1. Written warranties, except manufacturer’s standard printed warranties, shall be on the Contractor’s and Contractor’s agents’, material suppliers’, installers’, or manufacturers’ own letterhead, addressed to and for the Agency’s benefit. Submit warranties in the format described in this section, modified as approved by Engineer to suit the conditions pertaining to the warranty.
2. The Contractor shall obtain warranties, executed in triplicate by responsible Subcontractors and Suppliers, within 10 Working Days after completion of the applicable item of Work.
Except for items put into use with the Engineer’s permission with date mutually agreed upon in writing, ensure that the beginning time of the warranty is the Project completion date.
3. The Contractor shall verify that the documents are in proper form, contain full information, and are notarized.
4. The Contractor shall verify that warranties are signed by both the Contractor and the appropriate party.
5. The Contractor shall provide warranties to the Engineer with a neatly typed table of contents, identifying each warranty with the number and title of the applicable specification section requiring the warranty and the name of the product or work item.
6. The Contractor shall separate each warranty with index tab sheets keyed to the table of contents listing. Provide complete information using separate typed sheets as necessary. The information shall include a list of Subcontractors and Suppliers with the name, address, and telephone number of the responsible principals.
3-13.3.3 Long-Term Warranty Contract (LTWC). (This section not used) ADD the following: 3- 14 PARTNERING
1. Contractor may request the formation of a formal partnering relationship (Partnering) by submitting a request in writing to the Engineer after approval of the Contract. If Contractor’s request for Partnering is approved by the Engineer, scheduling of a Partnering workshop, selecting the Partnering facilitator and workshop, selecting the Partnering facilitator and workshop site, and other administrative details shall be as agreed to by both Parties.
2. The establishment of a Partnering shall not change or modify the terms and conditions of the Contract and shall not relieve either party of the legal requirements of the Contract.
3. The goals of Partnering include the following:
a. The Engineer and Contractor’s representatives, including Contractor’s Subcontractors, actively working together as partners.
b. Avoidance of destructive confrontation and litigation among the parties. c. Mutual understanding on how the Work is to be conducted. d. Establishment of mutual key results to facilitate Project success. e. Establishment of an atmosphere of teamwork, trust, and open communication.
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3-14.1 Payment.
1. The payment for providing a facilitator and a workshop site shall be borne equally by the Agency and Contractor. Contractor shall pay in advance all compensation for the costs of the facilitator and for the costs of obtaining the workshop site.
2. Unless a Bid item has been provided for “Partnering,” the Agency’s share of such costs shall be reimbursed to Contractor as Extra Work. Markups shall not be added. Other costs associated with the Partnering relationship shall be borne separately by the party incurring the costs.
ADD the following: 3- 15 PUBLIC CONVENIENCE
1. The Contractor shall provide and maintain safe and adequate pedestrian and vehicular access to fire hydrants; hospitals; police and fire stations; commercial and industrial establishments including churches, schools and parking lots; service stations; public transportation; pedestrian crossing; motels and establishments of similar nature. Access shall be continuous and unobstructed unless otherwise approved by the Engineer.
2. During periods of construction when the Alga Norte Aquatic Center is open for public use, the Contractor shall provide and maintain safe and adequate pedestrian access to the pools, spa, splash pad, outdoor showers, and the restrooms and locker rooms not under construction.
Access shall be continuous and unobstructed unless otherwise approved by the Engineer.
3. The Contractor shall provide access for emergency vehicles and mail delivery and trash collection services. The trash hauling schedule can be obtained by contacting Republic Services at Customer Support | Republic Services.
4. The Contractor shall post “No Parking” signs 72 hours in advance of the Work. The signs shall state the date and time of parking restriction for a duration not to exceed the time necessary to complete the Work at that location. If the Work is delayed or rescheduled, the signs shall be removed and re-posted 72 hours in advance of the rescheduled Work.
5. Payment for public convenience shall be considered as included in the Contract Price for each item in the Bid and no additional payment will be made.
ADD the following: 3- 16 SITE ACTIVITIES BY THE AGENCY OR SEPARATE CONTRACTORS 3-16.1 The Agency’s Right to Award Separate Contracts.
1. The Agency reserves the right to perform work or operations outside the Scope of Work of the Contract related to the Project with Agency Forces, Separate Contractors, or both. If work to be performed by another party was not noted in the Contract, the Agency shall give written notice to Contractor 10 Working Days prior to the start of any Work. If Contractor determines that the work being performed by the Agency or others may interfere with or cause damage to Work being performed by Contractor, notify the Engineer in writing within 3 Working Days of the Engineer’s notice.
3-16.2 Integration of the Work with Separate Contractors.
1. When specified in the Contract Documents, prepare a plan to integrate the work performed by Separate Contractors, Agency Forces, or both with the performance of the Work and submit the plan to the Engineer for approval. The plan shall be fair and reasonabl e for Contractor and the Separate Contractors. Work with Separate Contractors to reach an agreement for the prepared plan. Arrange the performance of the work so that the Work and
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the work of the Separate Contractors are, to the extent applicable, properly integrated and jointed in a manner that avoids any damage to the Work or to the work of the Separate Contractors.
3-16.3 Coordination.
1. Coordinate Contractor’s activities and the Schedule with the activities and schedules of the Separate Contractors and make any revisions to the Schedule deemed necessary to avoid any disruption to the Work or to the work of the Separate Contractors. 3-16.4 Use of Site.
1. Provide the Agency and the Separate Contractors reasonable opportunities for the storage of materials and equipment and performance of their work. Connect and coordinate work and operations with the work and operations of the Agency and the Separate Contra ctors as required by the Contract Documents.
2. Coordinate traffic control with the Separate Contractors for other projects and minimize the impact to the community. Prior to the start of construction, submit Contractor’s plan for coordination.
3-16.5 Deficiency in Work of Separate Contractors.
1. If part of Contractor’s Work depends on proper execution or results upon construction or operations by the Agency or a Separate Contractor, prior to proceeding with that portion of the Work, promptly report to the Separate Contractor and the Engineer any a pparent discrepancies or defects in construction that would render it unsuitable for proper execution and results. Use good faith efforts to resolve any such discrepancies or defects or any related disagreements. Contractor’s failure to report constitutes Contractor’s acceptance of the Work of Separate Contractors as fit, proper, and coordinated with the Work. 3-16.6 Payment.
1. Payment for reporting deficiencies, coordinating, and resolving discrepancies shall be included in the Contract Price.
SECTION 4 – CONTROL OF MATERIALS
4-1 PROTECTION
ADD the following:
1. The Contractor shall repair or replace any equipment and materials in the event of vandalism, damage, or theft at no additional cost to the Agency.
2. The Contractor shall be responsible for the protection of public and private property adjacent to the Work and shall exercise due caution to avoid damage to such property.
3. All costs to the Contractor for protecting, removing, and restoring existing improvements shall be included in the Bid.
4. The Agency and affected utility companies have, by a search of known records, endeavored to locate and indicate on the Plans, all utilities which exist within the limits of the Work.
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However, the accuracy and/or completeness of the nature, size and/or location of utilities indicated on the Plans is not guaranteed.
5. The Contractor shall determine the location and depth of all utilities, including service connections, which have been marked by the respective owners and which may affect or be affected by its operations. If no pay item is provided in the Contract for this Work, full compensation for such Work shall be considered as included in the prices Bid for other items of Work.
6. The Contractor shall not interrupt the service function or disturb the support of any utility without authority from the owner or order from the Agency. All valves, switches, vaults, and meters shall be maintained readily accessible for emergency shutoff.
7. Where protection is required to ensure support of utilities located as shown on the Plans or in accordance with Section 5-1, the Contractor shall, unless otherwise provided, furnish, and place the necessary protection at its expense.
8. Upon learning of the existence and location of any utility omitted from or shown incorrectly on the Plans, the Contractor shall immediately notify the Engineer in writing. When authorized by the Engineer, support or protection of the utility will be paid for.
9. The Contractor shall immediately notify the Engineer and the utility owner if any utility is disturbed or damaged. The Contractor shall bear the costs of repair or replacement of any utility damaged if located.
10. When placing concrete around or contiguous to any non- metallic utility installation, the Contractor shall at its expense:
a. Furnish and install a 2 -inch cushion of expansion joint material or other similar resilient material; or
b. Provide a sleeve or other opening which will result in a 2-inch minimum-clear annular space between the concrete and the utility; or
c. Provide other acceptable means to prevent embedment in or bonding to the concrete.
11. Where concrete is used for backfill or for structures which would result in embedment, or partial embedment, of a metallic utility installation; or where the coating, bedding or other cathodic protection system is exposed or damaged by the Contractor’s operations, the Contractor shall notify the Engineer and arrange to secure the advice of the affected utility owner regarding the procedures required to maintain or restore the integrity of the system.
12. Unless otherwise specified, the Contractor shall remove all interfering portions of utilities shown on the Plans or indicated in the Bid documents as “abandoned” or “to be abandoned in place.” Before starting removal operations, the Contractor shall ascertain from the Agency whether the abandonment is complete, and the costs involved in the removal and disposal shall be included in the Bid for the items of Work necessitating such removals.
13. When feasible, the owner is responsible for utilities within the area affected by the Work will complete their necessary installations, relocations, repairs, or replacements before commencement of Work by the Contractor. When the Plans or Specifications indicate that a utility installation is to be relocated, altered, or constructed by others, the Agency will conduct all negotiations with the owners and work will be done at no cost to the Contractor, except for manhole frame and cover sets to be brought to grade as provided in the Contract Documents. Utilities which are relocated to avoid interference shall be protected in their
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position and the cost of such protection shall be included in the Bid for the items of Work necessitating such relocation.
14. After award of the Contract, portions of utilities which are found to interfere with the Work will be relocated, altered, or reconstructed by the owners, or the Engineer may order changes in the Work to avoid interference. Such changes will be paid.
15. When the Plans or Specifications provide for the Contractor to alter, relocate, or reconstruct a utility, all costs for such Work shall be included in the Bid for the items of Work necessitating such Work. Temporary or permanent relocation or alteration of utilities requested by the Contractor for its convenience shall be its responsibility and it shall make all arrangements and bear all costs.
16. The utility owner will relocate service connections as necessary within the limits of the Work or within temporary construction or slope easements. When directed by the Engineer, the Contractor shall arrange for the relocation of service connections as nec essary between the meter and property line, or between a meter and the limits of temporary construction or slope easements. The relocation of such service connections will be paid and will include the restoration of all existing improvements which may be a ffected by the relocation . The Contractor may agree with the owner of any utility to disconnect and reconnect interfering service connections. The Agency will not be involved in any such agreement.
17. Contractor shall coordinate the Work with utility agencies and companies. Prior to the installation of any and all utility structures within the limits of work by any utility agency or company, or its contractor, the Contractor shall place all curb or curb and gutter that is a part of the Work and adjacent to the location where such utility structures are shown on the Plans and are noted as being located, relocated or are otherwise shown as installed by others. In order to minimize delays to the Contractor caused by the failure of other parties to relocate utilities that interfere with the construction, the Contractor, upon the Engineer’s approval, may be permitted to temporarily omit the portion of Work affected by the utility. If such temporary omission is approved by the Engineer, the Contractor shall place survey or other physical control markers sufficient to locate the curb or curb and gutter to the satisfaction of the utility agency or company. Such temporary omission shall be for the Contractor’s convenience and no additional compensation will be allowed therefore or for additional work, materials or delay associated with the temporary omission. The portion thus omitted shall be constructed by the Contractor immediately following the relocation of the utility involved unless otherwise directed by the Engineer.
18. The Contractor shall notify the Engineer of its Construction Schedule insofar as it affects the protection, removal, or relocation of utilities. The notification shall be included as a part of the Construction Schedule. The Contractor shall notify the Engineer in writing of any subsequent changes in the Construction Schedule which will affect the time available for protection, removal, or relocation of utilities.
19. The Contractor will not be entitled to damages or additional payment for delays attributable to utility relocations or alterations if correctly located, noted, and completed.
20. The Contractor may be given an extension of time for unforeseen delays attributable to unreasonably protracted interference by utilities in performing the Work correctly shown on the Plans.
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21. The Agency will assume responsibility for the timely removal, relocation, or protection of existing main or trunkline utility facilities within the area affected by the Work if such utilities are not identified in the Contract Documents. The Contractor will not be assessed liquidated damages for any delay caused by failure of Agency to provide for the timely removal, relocation, or protection of such existing facilities.
22. The Contractor will be compensated for damages incurred due to delays for which the Agency is responsible or for delays attributable to interferences, relocations, or alterations not covered by the Contract Documents. These damages for delay will be determined by the Engineer. The Agency shall not be liable for damages which could have been avoided by the judicious handling of forces, equipment, or plant. These avoidable damages will be determined by the Engineer. The Engineer may grant Contractor an extension of time for damages due to delay.
23. When necessary, the Contractor shall so conduct its operations as to permit access to the Work Site and provide time for utility work to be accomplished during the progress of the Work.
4-2 INSPECTION
4-2.1 General
ADD the following:
1. All costs of inspection at the source, including salaries and mileage costs, shall be paid by the Contractor.
2. Materials typically accepted by Certificate of Compliance shall not require inspection at the source unless specified in the Contract Documents. For a list of these items or materials, Contractor may refer to the Summary of Work.
3. Location changes to the source of materials requiring inspection without the required 24 - hour notification may result in non- compliant material subject to rejection. Contractor shall be responsible for staff charges resulting from last minute changes or cancellations once staff has been deployed. The Engineer shall issue a deductive Field Order for a minimum of 2 hours of staff time to reimburse the Agency for misdirected staff charges. The Contractor shall be notified in writing of the additional staff charges incurred.
4. Agency staff or a qualified inspection agency approved by the Engineer shall witness all welding, lining, coating, and testing. Contractor shall incur additional inspection costs outlined in 4-2.3, “Inspection of Items Not Locally Produced.”
5. All parts of production (including but not limited to product fabrication, welding, testing, lining, and coating of straight pieces and specials) shall be performed or produced in the United States.
6. Welding and all testing shall be performed by certified welders and testing staff with credentials traceable in the United States.
7. The Contractor shall provide the Engineer free and safe access to any and all parts of Work at any time. Such free and safe access shall include means of safe access and egress, ventilation, lighting, shoring, dewatering and all elements pertaining to the safety of persons as contained in the California Code of Regulations, Title 8, Industrial Relations, Chapter 4, Division of Industrial Safety, Subchapter 4, Construction Safety Orders and such other safety regulations
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as may apply. Contractor shall furnish Engineer with such information as may be necessary to keep the Engineer fully informed regarding progress and manner of work and character of materials. Inspection or testing of the whole or any portion of the Work or materials incorporated in the Work shall not relieve Contractor from any obligation to fulfill this Contract.
4-2.3 Inspection of Items Not Locally Produced
ADD the following:
1. The Engineer may elect Agency staff or Consultants to perform inspection of an out-of-town manufacturers. The Contractor shall incur additional inspection costs of the Engineer including lodging, meals, and incidental expenses based on Federal Per Diem Rates, along with travel and car rental expenses. If the manufacturing plant operates a double shift, a double shift shall be figured in the inspection costs.
a. At the option of the Engineer, full time inspection shall continue for the length of the manufacturing period. If the manufacturing period will exceed 3 consecutive weeks, Contractor shall incur additional inspection expenses of the Engineer’s supervisor for a trip of 2 Working Days to the site per month.
b. When the Engineer elects Agency staff or Consultants to perform out- of-town inspections, the wages of staff employed by the Agency shall not be part of the additional inspection expenses paid by Contractor.
c. Federal Per Diem Rates can be determined at the location below:
https://www.gsa.gov/portal/content/104877
2. Specialty Testing of Foreign Materials.
a. Materials that are manufactured, produced, or fabricated outside of the United States shall be delivered to a distribution point in California, unless otherwise specified.
Quality Control and related testing shall be performed to all applicable specified U S standards. Manufacturer’s testing and staff certification shall be traceable to a United States regulatory agency. Retain the materials for a sufficient period of time to permit inspection, sampling, and testing. The Contractor shall not be entitled to an extension of time for acts or events occurring outside of, at point of entry, or during transport to the United States, unless the extension is acceptable to the Engineer.
ADD the following: 4- 2.4 Specialty Inspection Paid for by the Contractor
1. Contractor shall employ and pay for the services of a qualified inspection agency to perform specialty inspection services as required by the Contract Documents.
2. The payment for the specialty inspection service Work shall be included under the Bid item for “Specialty Inspection Paid For By the Contractor.”
3. When an Allowance Bid item for “Specialty Testing Under the Direction of the Engineer” is provided, Contractor shall employ and pay for the services of a qualified third party independent laboratory to perform the required testing. Contractor shall be reimbursed for the cost of testing under this Bid item.
4. Contractor shall be reimbursed for the cost of specialty inspections when an Allowance Bid item is included in the Bid otherwise the cost is the responsibility of the Contractor if the manufacturer requires a specialty inspection service.
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4-3 TESTING
ADD the following:
1. Except as specified in these Special Provisions, the Agency will bear the cost of testing of locally produced materials and/or on-site workmanship where the results of such tests meet or exceed the requirements indicated in the Standard Specifications, Technical Specification, and any Supplemental Provisions. The cost of all other tests shall be borne by the Contractor.
2. At the option of the Engineer, the source of supply of each of the materials shall be approved by the Engineer before the delivery is started. All materials proposed for use may be inspected or tested at any time during their preparation and use. If, after incorporating such materials into the Work, it is found that sources of supply that have been approved do not furnish a uniform product, or if the product from any source proves unacceptable at any time, the Contractor shall furnish approved material from other approved sources. If any product proves unacceptable after improper storage, handling or for any other reason it shall be rejected, not incorporated into the Work and shall be removed from the Project Site all at the Contractor’s expense.
3. Compaction tests may be made by the Engineer and all costs for tests that meet or exceed the requirements of the specifications shall be borne by the Agency. The tests may be made at any place along the Work as deemed necessary by the Engineer. The costs of any retests made necessary by noncompliance with the specifications shall be borne by the Contractor. 4-4 TRADE NAMES
ADD the following:
1. Whenever materials or equipment are indicated in the Contract Documents by using the name of a proprietary item or the name of a particular s upplier, the naming of the item is intended to establish the type, function, and quality required.
2. Unless stated otherwise, materials or equipment of other s uppliers may be accepted if sufficient information is submitted to the Engineer for review to determine whether the material or equipment proposed is equivalent or equal to that named.
3. For reviews prior to Bid:
a. The Engineer shall respond to Contractor’s substitution proposal by the last date for issuing an Addendum for the Contract. If the Engineer fails to respond to Contractor’s substitution proposal before the Bid due date, the substitution proposal shall be deemed denied.
b. Contractor may bring forward a substitution proposal after Award that was denied based on the Engineer’s failure to respond by submitting a Cost Reduction Proposal in accordance with 2-6.1, “Cost Reduction Proposal.”
4. Include the following information in the request for substitution:
a. Whether or not acceptance of the substitute for use in the Work shall require a change in any of the Contract Documents to adopt the design to the proposed substitute. b. Whether or not incorporation or use of the substitute in connection with the Work is subject to the payment of any license fee or royalty.
c. All variations of the proposed substitute from the items originally specified shall be identified.
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d. Available maintenance, repair, and replacement service requirements. The manufacturer shall have a local service agency within 50 miles (80.5 km) of the S ite which maintains properly trained personnel and adequate spare parts and is able to respond and complete repairs within 24 hours.
e. Certifications from the manufacturer or service provider that the proposed substitute shall perform the intended function adequately under the expected service conditions, achieve the results called for by the general design, and be similar and of equal substance to that indicated.
5. There is no guaranteed time frame for the Engineer’s review of the substitution requests. Any lack of action on the Engineer’s side within Contractor’s requested time does not constitute acceptance of the substitution.
6. If, in the opinion of the Engineer, substitute items are determined to be unsatisfactory in performance, appearance, durability, compatibility with existing equipment or systems, availability of repair parts and suitability of application, the Contractor shall remove the substituted item and replace it with the originally specified item at no cost to the Agency.
7. The burden of proof as to the type, function, and quality of any such substitute product, material or equipment shall be upon Contractor. The Engineer may require at Contractor’s expense additional data about the proposed substitute.
8. Acceptance by the Engineer of a substitute item does not relieve Contractor of the responsibility for full compliance with the Contract Documents. If the Engineer takes no exceptions to the proposed substitution, it shall not relieve Contractor from Contra ctor’s responsibility to the efficiency, sufficiency, quality, and performance of the substitute material or equipment in the same manner and degree as the material and equipment specified by name.
9. The Bid submittal shall be based on the material and equipment specified by name in the Contract. If the proposal is rejected by the Engineer, Contractor shall not be entitled to either an extension in Contract Time, an increase in the Contract Price, or both.
10. As applicable, no Shop Drawing or Working Drawing submittals shall be made for a substitute item nor shall any substitute item be ordered, installed, or utilized without the Engineer’s prior written approval.
11. The Contractor is responsible for the satisfactory performance of substituted items. If, in the sole opinion of the Engineer, the substitution is determined to be unsatisfactory in performance, appearance, durability, compatibility with associated items, availability of repair parts and suitability of application the Contractor shall remove the substituted item and replace it with the originally specified item at no cost to the Agency. 4-5 WEIGHING AND METERING EQUIPMENT
REPLACE the first paragraph with the following:
All scales and metering equipment used for proportioning materials shall be inspected for accuracy and certified within the past 12 months by the State of California Bureau of Weights and Measures, by the County Director or Sealer of Weights and Measures, or by a scale mechanic registered with or licensed by the County.
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SECTION 5 – LEGAL RELATIONS AND RESPONSIBILITIES
5-1 LAWS AND REGULATIONS
ADD the following:
1. The Contractor shall strictly adhere to the provisions of the Labor Code regarding minimum wages; the 8-hour day and 40-hour week; overtime; Saturday, Sunday, and holiday work; and prohibitions against discrimination, harassment, and retaliation. The Contractor shall forfeit to the Agency the penalties prescribed in the Labor Code for violations.
2. Each worker shall be paid subsistence and travel as required by the collective bargaining agreement on file with the State of California Department of Industrial Relations.
3. The Contractor’s attention is directed to Labor Code Section 1776 which imposes responsibility upon the Contractor for the maintenance, certification, and availability for inspection of such records for all persons employed by the Contractor or Subcontractor in connection with the Project. The Contractor shall agree through the Contract to comply with this Section and the remaining provisions of the Labor Code.
4. Municipal ordinances that affect this Work include Chapter 11.06. Excavation and Grading. If this notice specifies locations or possible materials, such as borrow pits or gravel beds, for use in the proposed construction Project which would be subject to Fish and Game Code Section 1601 or 1603, the conditions established in Fish and Game Code Section 1601 et seq. shall become conditions of the Contract.
5-3.3 Payroll Records.
ADD the following:
1. The Contractor and its Subcontractors shall maintain and furnish to the Agency, at a designated time, a certified copy of each weekly payroll reflecting the wages containing all of Contractor’s and Subcontractors’ employees engaged in the Work and a statement of compliance signed under penalty of perjury.
5-3.4 Hours of Labor
ADD the following:
1. Unless otherwise approved in writing by the Engineer, the hours of work shall be between the hours of 7:00 AM and 4:00 PM on Mondays through Fridays, excluding Agency holidays.
The Contractor shall obtain the written approval of the Engineer if the Contractor desires to work outside these hours or at any time during weekends and/or holidays. This written permission must be obtained at least 48 hours prior to such work. The Engineer may approve work outside the stated hours and/or days when, in his/her sole opinion, such work conducted by the Contractor is beneficial to the best interests of the Agency. The Contractor shall pay the inspection costs of such work.
2. The Contractor shall incorporate the dates, areas and types of work prohibited in this section in the Construction Schedule. No additional payment, adjustment of bid prices or adjustment of contract time of completion will be allowed as a consequence of the prohibition of work being performed within the dates, areas and/or types of work prohibited in this section.
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5-4 INSURANCE
5-4.1 General.
ADD the following:
1. Contractor shall procure and maintain for the duration of the Contract insurance against claims for injuries to persons or damage to property which may arise from or in connection with the performance of the Work by the Contractor, his or her agents, representatives, employees or Subcontractors. The insurance shall meet the City’s policy for insurance as stated in City Council Policy No. 70.
a. Coverages and Limits: Contractor shall maintain the types of coverages and minimum limits specified in these Agency Supplemental General Provisions (00 73 00):
i. Commercial General Liability (CGL) Insurance : Insurance written on an “occurrence” basis, including products- completed operations, personal & advertising injury, with limits no less than $2,000,000 per occurrence. If a general aggregate limit applies, either the general aggregate limit shall apply separately to this project/location or the general aggregate limit shall be twice the required occurrence limit.
ii. Business Automobile Liability Insurance : $2,000,000 combined single limit per accident for bodily injury and property damage. In addition, the auto policy must cover any vehicle used in the performance of the Contract, used onsite or offsite, whether owned, non- owned or hired, and whether scheduled or non-scheduled.
iii. Workers’ Compensation and Employers’ Liability Insurance: Workers’ compensation limits as required by the Labor Code and Employers’ Liability limits of $1,000,000 per incident. Workers’ compensation offered by the State Compensation Insurance Fund is acceptable to the City.
b. Additional Provisions: Contractor shall ensure that the policies of insurance required under this Contract with the exception of Workers’ Compensation and Business Automobile Liability Insurance contain, or are endorsed to contain, the following provisions.
i. The Agency, its officials, employees and volunteers must be covered as additional insured as respects: liability arising out of activities performed by or on behalf of the Contractor; products and completed operations of the Contractor; premises owned, leased, hired or borrowed by the Contractor. The coverage shall contain no special limitations on the scope of protection afforded to the Agency, its officials, employees or volunteers. All additional insured endorsements must be evidenced using separate documents attached to the certificate of insurance; 1 for each company affording general liability, and employers’ liability coverage.
ii. The Contractor’s insurance coverage shall be primary insurance as respects the Agency, its officials, employees and volunteers. Any insurance or self - insurance maintained by the Agency, its officials, employees or volunteers shall be in excess of the Contractor's insurance and shall not contribute with it.
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iii. Any failure to comply with reporting provisions of the policies shall not affect coverage provided to the Agency, its officials, employees or volunteers. iv. Coverage shall state that the Contractor’s insurance shall apply separately to each insured against whom claim is made or suit is brought, except with respect to the limits of the insurer’s liability.
c. Notice of Cancellation. Each insurance policy required by this Contract shall be endorsed to state that coverage shall not be nonrenewed, suspended, voided, canceled, or reduced in coverage or limits except after 10 Calendar Days’ prior written notice has been sent to the Agency by certified mail, return receipt requested. d. Deductibles and Self -Insured Retention (S.I.R.) Levels. Any deductibles or self- insured retention levels must be declared to and approved by the Agency. At the option of the Agency, either: the insurer shall reduce or eliminate such deductibles or self-insured retention levels as respects the Agency, its officials and employees; or the Contractor shall procure a bond guaranteeing payment of losses and related investigation, claim administration and defense expenses. e. Waiver of Subrogation. All policies of insurance required under this Contract shall contain a waiver of all rights of subrogation the insurer may have or may acquire against the Agency or any of its officials or employees. f. Subcontractors. Contractor shall include all Subcontractors as insured under its policies or shall furnish separate certificates and endorsements for each Subcontractor. Coverages for Subcontractors shall be subject to all of the requirements stated in these Agency Supplemental General Provisions (00 73 00). g. Acceptability of Insurers. Insurance must be placed with insurers that have a rating in Best’s Key Rating Guide of at least A- :VII. Insurers must also be authorized to transact the business of insurance by the State of California Insurance Commissioner as admitted carriers as eviden ced by a listing in the official publication of the Department of Insurance of the State of California and/or under the standards specified by City Council Policy No. 70.
h. Verification of Coverage. Contractor shall furnish the Agency with certificates of insurance and original endorsements affecting coverage required by this clause. The certificates and endorsements for each insurance policy are to be signed by a person authorized by that insurer to bind coverage on its behalf. The certificates and endorsements are to be in forms approved by the Agency and are to be received and approved by the Agency before the Contract is executed by the Agency. i. Coverage and Limits . Contractor will maintain the types of coverage and minimum limits indicated below unless the Risk Manager or City Manager or Executive Manager approves a lower amount. These minimum amounts of coverage will not constitute any limitations or cap on Contractor’s indemnification obligations under this Contract.
Agency, its officers, agents, and employees make no representation that the limits of the insurance specified to be carried by Contractor pursuant to this Contract are adequate to protect Contractor. If Contractor believes that any required insurance coverage is inadequate, Contractor will obtain such additional insurance coverage, as Contractor deems adequate, at Contractor’s sole expense. The full limits available to
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the named insured shall also be available and applicable to the Agency as an additional insured.
j. Cost of Insurance. The Cost of all insurance required under this Contract shall be included in the Contractor’s Bid.
5-6 PATENTS FEES AND ROYALTIES.
DELETE in its entirety and SUBSTITUTE with the following:
1. Contractor shall pay, at no additional cost to the Agency, all applicable royalties and license fees arising from the Work. Contractor shall indemnify and defend all claims and lawsuits for infringement of patent, trademark, and copyright against the Agency and shall hold the Agency harmless from any loss.
5-7 SAFETY
5-7.1.1 General.
ADD the following:
1. The Contractor shall respond and initiate corrective action in accordance with OSHA and within 24 hours of the notice of the nonconforming Work that poses an imminent threat to person or property.
2. The Contractor shall erect and properly maintain at all times, as required by the conditions and progress of the Work, all necessary safeguards for the protection of workers and public, and shall use danger signs warning against hazards created by such features of construction as protruding nails, hoists, well holes, and falling materials.
ADD the following: 5- 7.1.3 Health and Safety Plan (HSP).
1. The Contractor is ultimately responsible for the health and safety of Contractor’s employees.
These specifications shall not be construed to limit Contractor’s liability nor to assume that the Agency, its employees, or designees shall assume any of Contractor’s liability associated with Site safety considerations.
2. Contractor shall have a HSP in effect at least 1 week prior to the commencement of the Work.
The HSP shall comply with all OSHA and other applicable requirements.
3. The HSP shall specifically address procedures and protocols that shall be followed to monitor for or respond to the presence of hazardous atmosphere, possibility for engulfment, gasses due to organic soils or proximity to landfills, exposure to hazardous products such as may be released when grinding, cutting, or torching galvanized or painted surfaces or asbestos containing materials, contaminated soil, and groundwater. Identify response actions that shall be taken when these conditions are encountered.
4. The Agency shall not assume any role in determining the adequacy of the HSP on Contractor’s behalf.
5-7.3 Use of Explosives. (This section not used)
5-7.7 Security and Protective Devices.
5-7.7.1 General.
DELETE in its entirety and SUBSTITUTE with the following:
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1. Security and protective devices shall consist of fencing, railing, steel plates, or other devices for the protection of workers or the public from hazards posed by open excavations or any work in progress. Security and protective devices shall remain in place until the Work is accepted.
2. Unless otherwise specified, no separate or additional payment will be made for security and protective devices. Payment shall be included in the Contract price for the various Bid items requiring such devices.
ADD the following: 5- 7.7.3 Playground Safety. (This section not used) 5-7.7.2 Security Fencing
1. The payment for security fencing Work for open excavations shall be included in the Contract Price.
5-7.8 Steel Plate Covers (This section not used)
ADD the following: 5- 8 INDEMNIFICATION AND HOLD HARMLESS AGREEMENT
1. Contractor agrees to defend, indemnify, and hold harmless Agency, its affiliated and subsidiary entities, and its elected and appointed officials, officers, directors, managers, employees and agents (“Indemnified Parties”) from and against all claims asserted, liability established, or judgments for damages or injuries to any person or property, including to Contractor’s officers, employees, agents, or subcontractors, arising directly or indirectly out of the Work, which arise from, are connected with, or are caused or claimed to be caused by the acts or omissions of Contractor, its officers, employees, agents or subcontractors.
Contractor’s duty to defend, indemnify, and hold harmless shall not include any claims or liabilities arising from the sole negligence or sole willful misconduct of the Indemnified Parties.
Contractor further agrees that its duty to defend includes all attorney fees and costs associated with enforcement of this indemnification provision, defense of any claims arising from this Contract, and, where a conflict of interest exists or may exist between Contractor and Agency, the reasonable value of attorney fees and costs if Agency chooses, at its own election, to conduct its own defense or participate in its own defense of any claim related to this Contract.
2. Contractor shall also defend and indemnify the Indemnified Parties against any challenges to the Award of the Contract to Contractor, and Contractor will pay all costs, including defense costs for the Agency. Defense costs include the cost of separate counsel for the Indemnified Parties, if the Indemnified Parties request separate counsel.
3. Contractor shall also defend and indemnify the Indemnified Parties against any challenges to the Award of the Contract to Contractor, arising in whole or in part from alleged inaccuracies or misrepresentation by the Contractor, whether intentional or otherwise, and Contractor will pay all costs, including defense costs for the Agency. Defense costs include the cost of separate counsel for the Indemnified Parties, if the Indemnified Parties request separate counsel.
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4. Contractor shall defend, indemnify, protect and hold the Indemnified Parties harmless from and against any dispute between Contractor and Contractor’s Subcontractors if the Indemnified Parties are made a party to any judicial or administrative proceeding.
ADD the following: 5- 9 CONFLICT OF INTEREST
1. Establish and make known to Contractor’s employees appropriate safeguards to prohibit employees from using their positions for a purpose that is or gives the appearance of being motivated by desire for private gain for themselves or others and particularly those with whom they have family, business, or other relationships. Project personnel shall not accept gratuities or any other favors from Subcontractors or potential Subcontractors.
2. Contractor is subject to all federal, state, and local conflict of interest laws, regulations, and policies applicable to public contracts and procurement practices (Government Code Sections 1090 et. seq. and 81000 et. seq., the Agency’s Ordinances, and the City of Carlsbad Municipal Code). If, in performing the Work, Contractor make s or participate s in a “governmental decision” in accordance with T itle 2, Section 18701, subdivision (a)(2) of the California Code of Regulations, or performs the same or substantially all the same duties for Agency that would otherwise be performed by an Agency employee holding a position specified in the Agency’s conflict of interest code, Contractor shall be subject to a conflict of interest code requiring the completion of 1 or more statements of economic interests disclosing Contractor’s relevant financial interests.
3. Statements of economic interests shall be made on Fair Political Practices Commission Form 700 and filed with the City of Carlsbad’s City Clerk. Contractor shall file a Form 700 (Assuming Office Statement) within 30 Calendar Days of the Agency’s written determination that Contractor shall be subject to a conflict of interest code and file a Form 700 (Annual Statement) on or before April 1st disclosing any financial interests held during the previous calendar year for which Contractor was subject to a conflict of interest code.
4. If the Agency requires Contractor to file a statement of economic interests as a result of the Work performed, Contractor shall be considered a n “Agency Official” for conflict of interest purposes, including the prohibition against lobbying the Agency for 1 year following the expiration or termination of the Contract.
5. Contractor’s personnel employed on the Project shall not accept gratuities or any other favors from any Subcontractors or potential Subcontractors. Contractor shall not recommend or specify any product, supplier, or other Contractor with whom Contractor ha s a direct or indirect financial or organizational interest or relationship that would violate conflict of interest laws, regulations, or policies.
6. If Contractor violates any conflict of interest laws or any of these conflict of interest provisions, the violation shall be grounds for immediate termination of this Contract. Further, the violation subjects Contractor to liability to the Agency for all damages sustained as a result of the violation.
ADD the following: 5- 10 ELECTRONIC COMMUNICATION
1. When specified in the Contract Documents, Contractor shall post all communications addressed to the Engineer concerning construction including RFIs, submittals, daily logs, and
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transmittals to the Project management website established for the Project. The Contractor shall maintain a list of scheduled activities including planned and actual execution dates for all major construction activities and milestones defined in the approved Schedule. The Contractor shall review and act on all communications addressed to the Contractor in the Project management website. A user’s guide to the Project management system may be available on the City’s website and shall be provided to Contractor at the Pre -construction Meeting.
2. The payment for electronic communications shall be included in the Contract Price.
ADD the following: 5- 11 STATUTORY REFERENCES
1. All references in these Agency Supplemental General Provisions (00 73 00) to any statute, rule or regulation are to the statute, rule or regulation as amended, modified, supplemented, or replaced from time to time by the corresponding legislative or regulatory body.
SECTION 6 – PROSECUTION AND PROGRESS OF THE WORK
6-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF THE WORK ADD the following:
1. A Payment for the Construction Schedule shall be included in the Contract Price and no separate payment will be made, therefore.
6-2 PROSECUTION OF WORK
ADD the following:
1. As soon as possible under the provisions of the Specifications, the Contractor shall backfill all excavations and restores to usefulness all improvements existing prior to the start of the Work.
2. When a Subcontractor fails to prosecute a portion of the Work in a manner satisfactory to the Agency, Contractor shall remove such Subcontractor immediately upon written request of the Agency, and shall request approval of a replacement Subcontractor to perform the Work in accordance with the Subletting and Subcontracting Fair Practices Act (Pub. Contract Code, § 4100 et seq.) at no added cost to the Agency.
ADD the following: 6- 2.1 Order of Work.
1. The Contractor shall incorporate the requirements of the c ity, utility companies or agencies having jurisdiction over the Work in accordance with 2 -4 Cooperation and Collateral Work, including any phasing requirements identified on the Plans or Special Provisions.
2. If construction and demolition operations are within an active public space, the Contractor shall submit a phasing plan to the Engineer to accommodate accessibility to the public and Agency staff. Phasing plan must be approved before Work starts. Phasing plan will be considered part of the mobilization Bid item and shall include any revisions or implementation of the Plan.
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ADD the following: 6- 2.2 Moratoriums. (This section not used) 6-3 TIME OF COMPLETION
6-3.1 General.
ADD the following:
1. Unless otherwise specified in the Contract, the time of completion of the Contract shall be expressed in Working Days.
2. The number of Working Days specified for the walk-through, preparation, and the completion of Punchlist items until acceptance shall be included in the stipulated Contract Time.
3. The Contractor shall obtain the written approval of the Engineer to perform any Work outside of normal Work hours. This approval must be obtained at least 48 hours prior to commencement of such Work. The Contractor shall pay any additional costs for inspection or testing of such Work.
4. Work that is required by the Engineer to occur outside of normal Work hours will be identified in the Special Provisions.
5. The Contractor shall not perform Work during moratoriums per 6 -2.2 or during any periods of restriction identified in agency permits or Project environmental documents and shall include all such schedule constraints in the Construction Schedule.
6. No additional payment or adjustment of Bid item prices or adjustment of Contract Time will be made for the Contractor’s inability to work outside of normal Work hours if Contractor’s request is denied by the Engineer or during prohibited periods.
7. Contractor’s schedule shall plan for a minimum of 2 weeks after final walk-through to receive a final punch list from the Agency. Punch list items can be worked on during this 2- week period.
6-4 DELAYS AND EXTENSIONS OF TIME
6-4.1 General.
ADD the following:
1. The Agency shall only grant an extension of time if the Extra Work or unforeseen condition impacts the Project’s critical path. All requests for an extension in Contract Time for any Extra Work or unforeseen event shall be demonstrated by using the CPM. No other scheduling method shall be used to calculate the Project’s schedule. 6-4.2 Extensions of Time.
DELETE in its entirety and SUBSTITUTE with the following:
1. The Contract Time shall be modified only by Change Order.
2. Contractor shall immediately submit to the Agency a written request for a Change Order to modify the Contract Time, but in no event later than 1 Working Day after the occurrence and discovery of the events giving rise to the request. Contractor shall include in Contractor’s request a general description of the basis for and the estimated length of any extension and submit supporting data, including a time impact analysis setting forth the claimed Critical
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Path impacts to the Construction Schedule consistent with Section 1.14 (Change Orders, Delays, and Extensions of Time).
3. The Engineer shall not grant an extension of Contract Time unless Contractor demonstrates, through an analysis of the critical path, the following:
a. The event causing the delay impacted the activities along the Project’s critical path. b. The increases in the time to perform all or part of the Project beyond the Contract Time arose from unforeseeable causes beyond Contractor’s control and without Contractor’s fault or negligence.
c. All Project float has been used.
4. The Engineer shall issue a weekly document that stipulates the Contract Time. If Contractor does not agree with this document, Contractor shall submit to the Engineer for review a written protest supporting Contractor’s objections to the document within 15 Working Days after receipt of the weekly document. Contractor’s failure to file a timely protest shall constitute Contractor’s acceptance of the Engineer’s weekly document. a. Contractor’s protest will be considered a claim for time extension and shall be subject to 2-10.1, “Claims.”
6-4.4 Written Notice and Report.
DELETE in its entirety and SUBSTITUTE with the following:
1. Contractor’s failure to file with the Engineer a written request and report of cause within 24 hours will be considered grounds for refusal by the Agency to consider such request.
2. The Contractor shall provide written notice to the Engineer within 2 hours after the beginning of the delay, or when the Contractor has placed any workers or equipment on standby for any reason that the Contractor has determined to be caused by the Agency or by any organization that the Agency may otherwise be obligated by. The Contractor shall provide continuing daily written notice to the Engineer, each Working Day, throughout the duration of such period of delay. The initial and continuing written notices shall include the classification of each worker and supervisor and the make and model of all equipment placed on standby, the cumulative duration of the standby, the Contractor’s opinion of the cause of the delay and a cogent explanation of why the Contractor could not avoid the delay by reasonable means. Should the Contractor fail to provide the notice(s) required by this section the Contractor agrees that no delay has occurred and that it will not submit any claim(s) therefore.
3. The request for payment or extension must be made at least 15 Calendar D ays prior to the specified completion date. Failure by the Contractor to provide notices and reports as specified in the Contract will be considered grounds for refusal by the Agency to consider such request.
6-6 SUSPENSION OF THE WORK
6-6.1 General.
ADD the following:
1. During periods when the Work is suspended, Contractor shall be prepared for any emergency Work that shall be supervised by Contractor’s representative.
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6-7 TERMINATION OF THE CONTRACT FOR DEFAULT
6-7.1 General.
DELETE in its entirety and SUBSTITUTE with the following:
1. Prior to the Acceptance of the Work, Contractor shall be found in default of the Contract if:
a. Contractor becomes insolvent, assign Contractor’s assets for the benefit of Contractor’s creditors, are unable to pay Contractor’s debts as they become due, or are otherwise financially unable to complete the Work.
b. Contractor abandons the Work by failing to report to the Site and by failing to diligently execute the Work to completion.
c. Contractor disregards written instruction from the Engineer or materially violates provisions of the Contract Documents.
d. Contractor fails to execute the Work according to the Schedule approved by the Engineer.
e. Contractor disregards laws or regulations of any public body having jurisdiction. f. Contractor commits continuous or repeated violations of regulatory or statutory safety requirements.
g. Contractor fails to notify the Engineer upon discovery of items of Native American, Archaeological, or Paleontological interests.
2. Notices and other written communications regarding default between the Contractor, the Agency, and the Surety shall be transmitted in accordance with 5- 2, “SPECIAL NOTICES.” 6-8 TERMINATION OF THE CONTRACT FOR CONVENIENCE.
DELETE in its entirety and SUBSTITUTE with the following:
1. At any time, the Agency may at its sole discretion terminate this Contract in whole or in part.
If the Agency decides to terminate this Contract for convenience, the Agency shall issue a written notice of termination for convenience in accordance with 5 -2, “SPECIAL NOTICES.” Upon receipt of this notice, Contractor shall immediately proceed as follows:
a. Stop Work immediately or in accordance with the Notice of Termination. b. Notify Subcontractors and Suppliers to immediately cease their Work and place no further subcontracts for materials, services, or facilities except as necessary to complete any authorized continued portion of the Contract. c. Terminate all subcontracts to the extent that they relate to the Work terminated. d. With approval by the Engineer, settle all outstanding obligations arising from the termination of subcontracts. This approval shall be final for the purposes of this section.
e. As directed by the Engineer, transfer and deliver completed or partially completed drawings, plans, calculations, specifications, and any other documents and records that, if the Contract had been completed, would be required to be furnished to the Agency.
f. Complete the performance of the Work not terminated.
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g. Take all necessary steps and actions to minimize all costs to the Agency as a result of the termination.
h. Take any action that may be necessary or that the Engineer may direct for the protection and preservation of the property related to the Contract that is in Contractor’s possession and in which the Agency has or may acquire an interest. 6-8.1 Termination Cost.
1. The Agency shall determine and pay Contractor the fair and reasonable amounts for Contractor’s termination cost as follows:
a. The Contract Price for completed services accepted by the Engineer not previously paid or adjusted for any saving of freight and other charges. b. The fair and reasonable cost of settling and paying termination settlements for terminated subcontracts that are chargeable to the terminated portion of the Contract.
c. The Agency shall pay Contractor a prorated amount of profit for Work that Contractor performed. The Agency shall not pay for lost profit on Work that was not performed by Contractor.
6-8.2 Termination Settlement.
1. After termination, Contractor shall submit a final termination settlement proposal to the Engineer no later than 3 months from the effective date of termination, unless extended in writing by the Engineer.
2. If Contractor fails to submit the proposal within the time allowed, the Agency may determine and pay the fair and reasonable amount that may be due Contractor as a result of the termination. If Contractor does not agree that the amount determined by the Engineer is fair and reasonable, Contractor must notify the Engineer within 30 Calendar Days of receipt of payment.
6-8.3 Determination of Amount Due the Contractor.
1. In determining the amount due Contractor, the Agency shall deduct the following:
a. The fair value of property destroyed, lost, stolen, or damaged that has become undeliverable to the Agency.
b. Any claim which the Agency has against Contractor under the Contract. 6-8.4 Records and Documents Relating to Termination.
1. The Engineer will file an Agreement of Mutual Rescission of Contract with the Board. Once the Agreement is executed and a Notice of Completion is recorded, retention can be released.
2. Unless otherwise specified or required by statute, Contractor shall maintain all records and documents relating to the terminated portion of the Contract for 3 years after final settlement. This includes all books and other evidence bearing on Contractor’s costs, expenses, and settlement under the Contract. Contractor shall make these records and documents available to the Agency, at Contractor’s office, at all reasonable times, without any direct charge. If approved by the Engineer, Contractor may maintain photographs, microphotographs, and other authentic reproductions instead of original records and documents.
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6-8.5 The Agency’s Right to Terminate or Suspend for Loss of Project Funds.
1. The Agency may terminate or suspend the Contract at its sole discretion if the State of California or its agents render the funds being used to fund this Project unavailable. If the Agency chooses to suspend the Contract, that suspension shall last until funds are identified and approved by the Board, whichever is appropriate, to be used to complete this Project. If the Agency elects under this provision to terminate the Contract, then neither Party is entitled to compensation from the other Party for any costs arising from such termination.
The Agency may also elect to terminate after invoking a suspension under this provision. 6-9 LIQUIDATED DAMAGES
DELETE in its entirety and SUBSTITUTE with the following:
1. Contractor’s failure to complete the Work within the time allowed shall result in damages being sustained by the Agency. Such damages are, and shall continue to be, impracticable and extremely difficult to determine. For each consecutive Working Day in excess of the time specified for the completion of the Work, as adjusted in accordance with 6 -4, “DELAYS AND EXTENSIONS OF TIME,” Contractor shall pay to the Agency, or have withheld from monies due it, the sum described in the table below, along with any other damages that may be sustained by the Agency during the Project , unless otherwise specified in the Special Provisions.
2. The execution of the Contract shall constitute agreement between Contractor and the Agency that the liquidated damage amount described in the table below is the value of the damage caused by Contractor’s failure to complete the Work within the allotted time. Such sum shall not be construed as a penalty and may be deducted from Contractor’s payments if such delay occurs.
Contract Value Liquidated Damage Daily Amount
$100,000 and more $1 ,500
3. Any progress payments made to Contractor after the specified completion date shall not constitute a waiver of payment for damages sustained by the Agency under this section.
ADD the following: 6- 10 RIGHT TO AUDIT
6-10.1 General.
1. The Agency retains the right to review, audit, reasonably access Contractor’s and all Contractor’s Subcontractor’s premises to review and audit Contractor’s compliance with the provisions of the Contract. This includes the right to inspect, photocopy, and retain copies, outside of Contractor’s premises, of all records with appropriate safeguards if such retention is deemed necessary by the Agency in its sole discretion. The Agency will keep this information in strictest confidence.
2. Contractor shall include the Agency’s right to audit in its subcontracts and ensure that these specifications are binding upon all Subcontractors.
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6-10.2 Audit.
1. The right to audit includes the right to examine any and all books, records, documents, and any other evidence of procedures and practices that the Agency determines is necessary to discover and verify that Contractor are in compliance with all requirements under the Contract.
2. If there is a claim for additional compensation or for changes in Work, the right to audit also includes the right to verify all direct and indirect costs which are claimed to have been incurred, anticipated to be incurred, or for which a claim for additio nal compensation or for changes in the Work have been submitted.
3. Contractor shall maintain complete and accurate records in accordance with generally accepted accounting practices in the construction industry. Contractor shall also make available to the Engineer for review and audit all Project -related accounting record s and documents and any other financial data. Upon the Engineer’s request, Contractor shall submit exact duplicates of originals of all requested records to the Engineer. 6-10.3 Compliance Required Before Mediation and Litigation.
1. As a condition precedent to proceeding with mandatory mediation and further litigation under 2 -10.2, “Dispute Resolution Process” Contractor shall comply with the audit specifications within 60 Calendar Days of the Engineer’s notice to review and audit compliance. See 5-2, “SPECIAL NOTICES.”
6-10.4 Access to Records on Federally Funded Projects.
1. Contractor shall retain all records, books, papers, and documents directly pertinent to the Contract for a minimum of 5 years after the Agency makes final payments and all other pending matters are closed and shall allow access to those records to the Agency, the Federal grantor agency, the Comptroller General of the United States, or any duly authorized representatives.
SECTION 7 – MEASUREMENT AND PAYMENT
Units of Measurement. The system of measure for this contract shall be the U.S. Standard Measures.
7-2 LUMP SUM WORK
ADD the following: 7- 2.1 Schedule of Values (SOV).
1. Submit a SOV for the lump sum Bid items of the Work to the Engineer for review and approval at the pre-construction meeting.
2. The SOV shall:
a. Subdivide the Work into its respective parts.
b. Include values for all items comprising the Work.
c. Serve as the basis for monthly progress payments.
3. The Engineer is the sole judge of acceptable numbers, details, and description of values established. If, in the opinion of the Engineer, a greater number of SOV items than proposed by Contractor is necessary, add the additional items identified by the Engineer. When requested by the Engineer, provide substantiating data in support of the SOV.
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4. The Contractor shall incorporate the SOV into the cost loading function of the Schedule in accordance with 6 -1, “CONSTRUCTION SCHEDULE AND COMMENCEMENT OF THE WORK.” Monthly progress payment amounts for Lump Sum items shall be determined from the monthly updates of the Schedule activities.
5. The Contractor shall develop the SOV independently but simultaneously with the development of the Schedule activities and logic. Incorporate phase funding impacts, if applicable, into the Schedule.
6. The Contractor shall break down the Work not specifically included in the Bid as necessary for establishment of cost and Schedule activity.
7. Following acceptance of the SOV, the Contractor shall incorporate the changes (if any) into the cost loading portion of the Schedule. Where coordination of the Schedule and the SOV requires changes made to 1 or both documents, the Contractor shall propose changes to the SOV and to the Schedule activities to satisfy the Schedule cost loading requirements.
8. The Contractor shall update and submit these listings in conjunction with the Schedule monthly submittals.
9. The Contractor shall incorporate issued Change Orders or Field Orders in the Schedule into the SOV as single units identified by the Change Order or Field Order number.
10. Changes to the Schedule which add activities not included in the original Schedule but included in the original Work (schedule omissions) shall have values assigned as accepted by the Engineer. Other activity values shall be reduced to provide equal value adjustment increases for added activities as accepted by the Engineer.
11. In the event that the Contractor and the Engineer agree to make adjustments to the original SOV because of inequities discovered in the original accepted SOV, increases and equal decreases to values for activities may be made.
12. The payment for the preparation of the SOV shall be included in the Contract Price. 7-3 PAYMENT
7-3.1 General.
To paragraph (8), DELETE in its entirety and SUBSTITUTE with the following:
If, within the time fixed by law, a properly executed notice to stop payment is filed with the Agency, due to the Contractor’s failure to pay for labor or materials used in the Work, all money plus 25 percent due for such labor or materials will be withheld from payment in accordance with applicable laws. At the expiration of 30 Calendar Days from the date of recording the NOC, the amount deducted from the final estimate and retained by the Agency shall be paid to Contractor except such amounts as are required by law to be withheld by properly executed and filed notices to stop payment.
ADD the following:
1. Unless specified otherwise, the Contract Price includes use, consumer, and other taxes mandated by applicable legal requirements. The Contract Price is not subject to adjustment for tax increases.
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2. As provided in California Public Contract Code Section 7105, if the Contract is not financed by revenue bonds, Contractor is not responsible for the cost of repairing or restoring damage to the Project when damage was proximately caused by an Act of God, in excess of 5% of the Contract Price, if the following occur:
a. The damaged portion of the Project was built in accordance with the Contract requirements.
b. There are no insurance requirements in the Contract for the damages.
3. Guarantee periods shall not be affected by any payment but shall commence on the date of recordation of the Notice of Completion.
7-3.2 Partial and Final Payment.
To paragraph (5), DELETE in its entirety and SUBSTITUTE with the following:
Pursuant to Public Contract Code Section 22300, Contractor shall have the option, at Contractor’s expense, to substitute for any money withheld by the Agency, securities equivalent to the amount being withheld. Securities eligible for such substitution are bank or savings and loans certificates of deposit or such securities which are eligible for investment pursuant to Government Code Section 16430. As to any such security or securities so substituted for monies withheld, Contractor shall be the beneficial owner of same and shall receive any accrued interest.
Such security shall, at Contractor’s request and expense, be deposited with the Agency or with a State or Federally Chartered bank as the escrow agent who shall pay such monies to Contractor upon notification by the Engineer that payment can be made. Such notification shall be given at the expiration of 30 Calendar Days from the date of NOC, or as prescribed by law, provided however, that there shall be a continued retention of the necessary securities to cover such amounts as are required by law to be withheld by properly executed and filed notices to stop payment, or as may be authorized by the Contract to be further retained.
ADD the following:
1. After final inspection, the Engineer will make a Final Payment Estimate and process a corresponding payment. This estimate will be in writing and shall be for the total amount owed the Contractor as determined by the Engineer and shall be itemized by the Contract Bid item and Change Order item with quantities and payment amounts and shall show all deductions made or to be made for prior payments and amounts to be deducted under provisions of the Contract. All prior estimates and progress payments shall be s ubject to correction in the Final Payment Estimate.
The Contractor shall have 30 C alendar Days from receipt of the Final Payment Estimate to make a written statement disputing any Bid item or Change Order item quantity or payment amount. The Contractor shall provide all documentation at the time of submitting the statement supporting its position. Should the Contractor fail to submit the statement and supporting documentation within the time specified, the Contractor acknowledges that full and final payment has been made for all Contract Bid items and Change Order items.
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If the Contractor submits a written statement with supporting documents within 30 Calendar Days from receipt of the Final Payment Estimate, the Engineer will review the disputed item within 30 C alendar Days and make any appropriate adjustments on the Final Payment.
Remaining disputed quantities or amounts not approved by the Engineer will be subject to resolution as specified in Section 2-10.1.1, Initiation of Claim.
The written statement filed by the Contractor shall be in sufficient detail to enable the Engineer to ascertain the basis and amount of the disputed items. The Engineer will consider the merits of the Contractor’s claims. It will be the responsibility of the Contractor to furnish within a reasonable time such further information and details as may be required by the Engineer to determine the facts or contentions involved in its claims. Failure to submit such information and details will be sufficient cause for denying payment for the disputed items.
2. Final Payment and release of Retention shall be paid after Contractor submits the following:
a. An affidavit that payrolls and bills for materials, equipment, and other indebtedness connected with the Work for which the Agency or the Agency’s property might be responsible for or encumbered by. Fewer amounts withheld by the Agency shall have been paid for or otherwise satisfied.
b. A certificate evidencing that insurances required by the Contract Documents shall remain in force after Final Payment is currently in effect and shall not be canceled or allowed to expire until at least a 30 Calendar Days prior written notice has been given to the Engineer.
c. Consent of Surety to Final Payment.
d. If required by the Engineer, other data establishing payment or satisfaction of obligations such as receipts, releases and waivers of liens, claims, and security interests or encumbrances arising out of the Contract Documents. If a Subcontractor refuses to furnish a release or waiver required by the Agency, Contractor may furnish a bond satisfactory to the Engineer to indemnify the Agency against such lien. e. If required in the Contract Documents, the successful completion and submittal of the required reports such as construction demolition, waste recycling, and hydrostatic discharge reports.
f. Required documentation, record drawings, operations manuals, test reports, warranty documentation, and UL labels shall be submitted before requesting the release of retention.
ADD the following: 7- 3.2.1 Application for Progress Payment.
1. By the 5th day of each month, sign, fill out, and submit to the Engineer a partial payment estimate that identifies acceptable Work performed during the previous month, or since the last partial payment estimate was submitted. If requested by the Engineer, provide such additional data as may be required to support the payment estimate. Such data may include submission of signed field orders and satisfactory evidence of payment for equipment, materials, and labor, including payments to Subcontractors and Suppliers.
2. For application for progress payments, Contractor shall use the format required by the Agency. An electronic copy of the invoice form is available from the Engineer upon request.
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Progress payments shall be signed, and the date of the invoice shall be the date that the invoice is submitted.
3. The Agency shall not pay progress or partial payments until Contractor submits to the Engineer an updated Schedule. It is solely the Contractor’s responsibility to prepare and submit the Schedule updates.
4. Disputed or incorrect applications shall be returned to the Contractor within 7 Calendar Days with documentation describing the reason for the rejection of the payment request.
ADD the following: 7- 3.2.2 Amount of Progress Payments.
1. If an undisputed and properly submitted application for payment is received by the Engineer, the Agency shall pay Contractor within 30 Calendar Days after the Engineer receives the application for Payment consistent with Public Contract Code S ection 20104.50. The Agency shall pay Contractor for the Work performed, including the payment for offsite stored materials per section 7-3.3.1.2, through the period covered by the application for payment if the payment amount before Retention does not exceed the percentage of completion of the Work as set forth in the SOV.
ADD the following: 7- 3.2.2.1 Progress Payment for Pipelines. (This section not used)
ADD the following: 7- 3.2.3 Waiver of Claims at Final Payment.
1. Contractor’s acceptance of Final Payment constitutes a waiver of affirmative c laims by Contractor, except those previously made in writing and identified as unsettled at the time of Final Payment, which are expressly reserved by Contractor from operation of its Release of Claims pursuant to Public Contract Code Section 7100 or other Applicable Law.
ADD the following: 7- 3.2.4 Withholding of Payment and Back Charge.
1. The Engineer may withhold payment for any of the following reasons:
a. Defective or incomplete Work.
b. Stop notices, wage orders, or other withholdings required by Applicable Law. c. Contractor’s failure to comply with 5 -3.3, “Payroll Records” and the Contractor Registration and Electronic Reporting System requirements of the Contract Documents.
d. Failure to submit monthly Construction Schedule updates.
2. The Engineer may back charge the Contractor for any of the following reasons:
a. Defective or incorrect Work not remedied.
b. Damage to Agency property or a third party’s property that was caused by Contractor. c. Liquidated Damages.
d. Non-attendance at meetings without prior cancellation notice. e. Failed inspections or re-inspections paid by the Agency. 7-3.3 Delivered Materials
ADD the following: 7- 3.3.1 Payment for Stored Materials on Site.
ADD the following: 7- 3.3.1.1 General.
00 73 00 AGENCY SUPPLEMENTAL GENERAL PROVISIONS Date Printed: July 3, 2024 Document Version: 1.0 Current Update: December 2023
1. When authorized, Contractor may request payment for materials and equipment which has not been incorporated into the Work but will be at a later date and will be delivered and stored at the Project Site.
2. The material shall meet the Contract requirements and the material’s required test results and certifications shall be filed with the Engineer.
3. Only non- perishable materials for major items of Work or Materials Subject to Price Adjustment shall be considered for payment for on- site storage. However, each individual item has a value of more than 1% of the Contract Price and shall become a permanent part of the Work.
4. Materials cost shall be evidenced by the manufacturer’s paid invoice bearing the statement that Contractor has paid all invoices in full.
5. The payments for the stored materials shall not exceed the invoice price or 60% of the Bid prices for the pay items into which the materials are to be incorporated, whichever is less, unless otherwise approved by the Engineer.
6. Apply for the payment for materials stored on a form provided by the Engineer and attach documentation to show the following:
a. The amount paid on the invoice (or other record of production cost) for the stored items.
b. The dollar amount of the material incorporated into each of the various Work items for the month.
c. The amount that should be retained for stored materials. d. That Contractor ha s received the materials and equipment free and are clear of all liens, charges, secured interests, and encumbrances.
e. That the materials and equipment are covered by the appropriate property insurance in accordance with the insurance provisions and other arrangements that protect the Agency’s interest.
7. Contractor shall provide the Engineer, upon request and prior to any partial payment, documentation which transfers full legal title to such materials to the Agency conditional only upon receipt of the Final Payment. Such transfer of title or any partial payment shall not constitute acceptance by the Agency of the materials nor shall it void the right to reject materials subsequently found to be unsatisfactory in accordance with SECTION 4 – CONTROL OF MATERIALS. This shall also not relieve Contractor of any obligation arising under the Contract Documents.
8. The payments for materials on-site are subject to retention as set forth in 7-3.2, “Partial and Final Payment.”
9. Contractor shall assume all risks associated with the loss or damage to the stored products for which payment has or has not been received.
10. Equipment and materials shall be stored in accordance with manufacturer’s recommendations. The stored products shall be in a form ready for installation. The Agency shall not pay for raw materials or parts and pieces of equipment.
11. Any and all surplus materials that are not incorporated in the Work shall become Contractor’s property at no additional cost to the Agency.
12. Unless specifically provided in the Contract, payment for the materials on hand shall not be included when determining the percentage of Work completed.
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13. The cost of materials reported shall be at invoice or lowest current price at which such materials are locally available and delivered to the job site in the quantities involved, plus sales tax, freight, and delivery.
The Agency reserves the right to approve materials and sources of supply, or to supply materials to the Contractor if necessary, for the progress of the Work. No markup shall be applied to any material provided by the Agency.
ADD the following: 7- 3.3.1.2 Payment for Stored Materials Offsite.
1. The payment of materials and equipment delivered and stored offsite shall be contingent upon Contractor’s compliance with the storage and protective maintenance requirements set forth in the Contract Documents and all other requirements necessary to preserve equipment warranties for the benefit of the Agency.
2. The Agency reserves the right to refuse approval for the payment of any equipment or materials suitably stored offsite in its sole discretion, regardless of whether all conditions in the Contract Documents have been met.
3. Partial payment may be made for products eligible for offsite delivery and storage only upon Contractor’s presentation of a bill of sale, a paid invoice, or an affidavit certifying that the material is received by the Contractor free and clear of all liens, encumbrances, and secured interest of any kind including offsite delivery.
4. Partial payment for products delivered and stored offsite shall be contingent upon Contractor’s compliance with the storage and protective maintenance requirements set forth in the Contract Documents and all other requirements necessary to preserve equipme nt warranties for the benefit of the Agency.
5. The cost of materials and equipment delivered but not incorporated into the Work will not be included in the progress estimate.
6. Costs associated with the delivery to and storage at an offsite facility shall be at Contractor’s expense regardless of the Engineer’s approval to deliver and store the materials.
7. Contractor shall provide written evidence to the Engineer of having made arrangements for unrestricted access by the Agency and the Agency’s authorized representatives to the materials wherever stored, including provisions for the Agency to take control and possession of such materials at any time and without restriction. Contractor shall furnish the Engineer a permit of entry, from the owner of the property, for at least 6 months after the NOC has been filed. The permit of entry shall contain information similar to the following:
PERMIT OF ENTRY: Permission is granted to the Agency and its designated employees or agents to enter upon the property described in this permit for a period of not less than 6 months after the NOC has been filed for the Alga Norte Park Pool Replaster project for the purpose of removing materials for which advance materials on hand payment has been made to (Contractor’s Name). The property is owned by (Owner’s Name) and is described as follows: (Address and Description of Property). (Include signature(s) and date(s) for owner and lessee or purchaser, and, if appropriate, attach a copy of a warehouse receipt or contract for storage.
00 73 00 AGENCY SUPPLEMENTAL GENERAL PROVISIONS Date Printed: July 3, 2024 Document Version: 1.0 Current Update: December 2023
8. The material shall be clearly marked and identified as being specifically fabricated, produced, and reserved for use on the Project. The Contractor shall provide payment documentation for the materials.
7-3.4 Mobilization.
ADD the following:
1. Mobilization consists of Work necessary for the movement of personnel, equipment, supplies, and incidentals to and from the Site; for establishment of all offices, buildings, storage yards, and other facilities necessary for the Work; and for all other Work and operations which shall be performed prior to beginning the Work and after completion of the Work on the various Contract items on the Site.
2. Contractor shall properly design the Project parameters to incorporate construction mobility for moving on and off the Site in a manner that limits disturbance to the surrounding residences, businesses, and any other citizens. This includes the designated staging areas, loading areas, and assemblage areas. Contractor shall consider and address access rights of the public at all times. Prepare a mobilization plan that shall describe and govern Contractor’s mobilization activities.
3. When a Bid item has been provided for “Mobilization,” payment for mobilization Work shall be distributed equally over the first 2 progress payments up to the Bid amount of the “Mobilization” Bid item but shall not exceed 3% of the Contract Price. If Contractor’s Bid item for “Mobilization” exceeds 3% of the Contract Price, then anything above 3% of the Contract Price shall be paid as a part of the Final Payment.
4. The complete dismantling and removal of all of Contractor’s properties, temporary facilities, equipment, materials, construction wastes, and personnel at the Site referred to as demobilization is included in the payment for mobilization, unless there is a Bid item for demobilization.
5. If a separate Bid item has not been provided for mobilization, the payment for mobilization is included in the Contract Price.
7-3.5 Contract Unit Prices (This section not used)
ADD the following: 7- 3.9 Field Orders. (This section not used) ADD the following: 7- 3.10 Compensation Adjustments for Price Index Fluctuations. (This section not used)
7-4 PAYMENT FOR EXTRA WORK
7-4.1 General.
ADD the following:
1. With every request for payment, Contractor shall submit to the Engineer a breakdown showing monthly and cumulative amounts of the Work performed under the Change Order by Contractor and Contractor’s Subcontractors. The reporting format shall be approved by the Engineer.
2. When the price for the Extra Work cannot be agreed upon, the Agency will pay for the Extra Work based on the accumulation of costs.
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7-4.2 Basis for Establishing Costs.
7-4.2.1 Labor.
ADD the following:
1. The costs of labor will be the actual cost for wages of workers performing the Extra Work at the time the Extra Work is done, plus employer payments of payroll taxes, workers compensation insurance, liability insurance, health and welfare, pension, vacation, apprenticeship funds, and other direct costs, resulting from federal, state, or local laws, as well as assessments or benefits required by lawful collective bargaining agreements.
2. The use of a labor classification which would increase the Extra Work cost will not be permitted unless the Contractor establishes the necessity for such additional costs. Labor costs for equipment operators and helpers shall be reported only when such costs are not included in the invoice for equipment rental. The labor cost for foremen shall be proportionate to all their assigned work and only that applicable to Extra Work will be paid.
3. Nondirect labor costs, including superintendence, shall be considered part of the markup of Section 7-4.2.1(1).
4. The Agency reserves the right to request the following:
a. Financial records of salaries for an employee.
b. Wage rates/Certified Payroll.
c. Bonuses and deductions.
5. Contractor shall list the labor rates of its personnel and Subcontractors who work on the Project. The payment for payroll records is included in the Contract Price.
6. If Contractor’s proposal for Extra Work is based upon services and Work to be performed outside Normal Working Hours, the labor charges associated with the Extra Work shall consist of straight time wages and burdens plus the appropriate overtime or shift premium with no additional burdens, such as fringe benefits, on the premium portion. 7-4.2.2 Tool and Equipment Rental.
DELETE in its entirety and SUBSTITUTE with the following:
1. No payment shall be made for the use of tools which have a replacement value of $200 or less.
2. Regardless of ownership, the rates and delay factors to be used in determining equipment rental costs shall not exceed those listed in the latest edition of the Caltrans publication entitled “Labor Surcharge and Equipment Rental Rates” preceding the date the Work is accomplished. The latest edition of the Caltrans publication is available at www.dot.ca.gov.
The delay factors therein shall be used as multipliers of the rental rates for determining the value of costs for delay to the Contractor and Subcontractors, if any. The labor surcharge rates published therein are not a part of this Contract.
3. Contractor shall be entitled to a rental rate adjustment when Contractor can substantiate that the rental rates prevailing locally exceed the published rates by more than 15%. For equipment not listed in the Caltrans publication, rental rates shall not exceed listed rates prevailing locally at equipment rental agencies or distributors at the time the Work is performed.
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4. Whenever possible, Extra Work shall be accomplished using equipment available on Site or owned by Contractor. If a specific piece of equipment shall be rented to be used exclusively for the Extra Work, the rental rate shall be the invoiced rate. The rental rates paid shall include the cost of fuel, oil, lubrication, supplies, small tools, necessary attachments, repairs and maintenance of any kind, depreciation, storage, insurance, and all incidentals. Necessary loading and transportation costs for equipment used on the Extra Work shall be included.
5. If rental equipment is not being used or used intermittently and could be returned to its rental source rather than holding it at the Work S ite, the Contractor shall return the equipment at no expense to the Agency unless Contractor elects to keep it at the Work Site at Contractor’s expense.
6. The reported rental time for equipment already at the Work S ite shall be the duration of its use on the Extra Work. This time shall begin when equipment is first used on Extra Work, plus the time required to move it from its previous site and back or from its previous site to a closer site.
7. All equipment shall be acceptable to the Engineer, in good working condition, and suitable for the purpose for which it is to be used.
7-4.2.3 Materials.
The cost of materials reported shall be at invoice or lowest current price at which such materials are locally available and delivered to the job Site in the quantities involved, plus sales tax, freight, and delivery.
The Agency reserves the right to approve materials and sources of supply, or to supply materials to the Contractor if necessary, for the progress of the Work. No markup shall be applied to any material provided by the Agency.
7-4.2.4 Invoices.
Vendors’ invoices for material, equipment rental and other expenditures shall be submitted with the request for payment. If the request for payment is not substantiated by invoices or other documentation, the Agency may establish the cost of the item involved at the lowest price which was current at the time of the report.
7-4.3 Markup.
7-4.3.1 Work by the Contractor.
DELETE in its entirety and REPLACE with the following:
The following percentages shall be added to the Contractor’s costs and shall constitute the markup for all overhead and profits:
Labor 20
Materials 15
Equipment Rental 15
Other Items and Expenditures 15
To the sum of the costs and markups provided for in this section, 1 % shall be added as compensation for bonding.
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7-4.3.2 Work by a Subcontractor.
DELETE in its entirety and REPLACE with the following:
When all or any part of the Extra Work is performed by a Subcontractor, the markup established in 7-4.3.1 shall be applied to the Subcontractor’s actual cost of such Work. A markup of 10 percent on the first $5,000 of the subcontracted portion of the Extra Work and a markup of 5 percent on Work added in excess of $5,000 of the subcontracted portion of the Extra Work may be added by the Contractor.
7-4.4 Daily Reports.
ADD the following:
Payment for Extra Work will not be made until such time that the Contractor submits completed daily reports and all supporting documents to the Engineer.
When the price for the Extra Work cannot be agreed upon, the Contractor shall submit a daily report to the Engineer on forms approved by the Agency. Included are applicable delivery tickets, listing all labor, materials, and equipment involved for that day, and other services and expenditures when authorized. Payment for Extra Work will not be made until such time that the Contractor submits completed daily reports and all supporting documents to the Engineer.
Failure to submit the daily report by the close of the next Working Day may waive any rights for that day. An attempt shall be made to reconcile the report daily, and it shall be signed by the Engineer and the Contractor. In the event of disagreement, pertinent notes shall be entered by each party to e xplain points which cannot be resolved immediately. Each party shall retain a signed copy of the report. Reports by Subcontractors or others shall be submitted through the Contractor.
The report shall:
1. Show names of workers, classifications, and hours worked.
2. Describe and list quantities of materials used.
3. Show type of equipment, size, identification number, and hours of operation, including loading and transportation, if applicable.
4. Describe other services and expenditures in such detail as the Agency may require.
SECTION 8 – FACILITIES FOR AGENCY PERSONNEL
8-1 GENERAL
ADD the following: 8- 1.1 Field Office Maintenance.
1. Contractor shall service, maintain, and clean the field office on a weekly basis to the Engineer’s satisfaction.
2. Contractor shall service, clean, and maintain the portable chemical toilet and replenish bottled drinking water supplies.
3. Contractor shall service and maintain field office equipment. For the air conditioning system, Contractor shall perform the maintenance at intervals recommended by the supplier or manufacturer or as directed by the Engineer.
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4. Contractor is responsible for the maintenance of all items supplied. Contractor shall repair or replace any equipment or furnishing in the event of damage or theft at no additional cost to the Agency.
ADD the following: 8- 1.2 Field Office Security.
1. Contractor is responsible for field office security. Contractor shall provide field office security measures necessary for personal protection and for the prevention of vandalism and theft.
ADD the following: 8- 1.3 Submittals to Be Provided.
1. Contractor shall submit:
a. A proposed layout of the interior of the field office showing wall partitions, doors, and telephone and electrical outlets.
b. A proposed Site plan showing the field office location at the Site. c. Location and mailing address of the field office.
d. Computer workstation literature specifying peripherals and software including Wi-Fi. e. Manufacturer’s information for the printer/fax/copier machine and supply of paper.
END OF SECTION
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00 74 00 AGENCY SUPPLEMENTAL TECHNICAL PROVISIONS (This section not used) SECTION 2
01 11 00 SUMMARY OF WORK
PART 1 GENERAL
1.01 WORK COVERED BY CONTRACT DOCUMENTS
a. The Contractor shall perform Work and furnish materials, labor, tools, equipment or services that may be reasonably inferred as being required to produce the intended result, whether specifically called for in the Contract Documents, at no additional cost to the Agency.
1.05 WORK BY OTHERS
a. During project construction, there is another project planned at the facility to reconstruct the restroom facilities within the pool area of the complex. It is anticipated that during project construction, and during construction of the re-plaster project, the pool deck and area immediately surrounding the pool and restrooms will be closed to the public.
PART 2 PRODUCTS (NOT USED)
PART 3 EXECUTION (NOT USED)
END OF SECTION
01 11 20 MEASUREMENT AND PAYMENT Date Printed: July 3, 2024 Document Version: 1.0 Current Update: December 2023
01 11 20 MEASUREMENT AND PAYMENT
PART 1 GENERAL
1.01 SCOPE
a. The Contract Price shall cover all Work required by the Contract Documents. All costs in connection with the proper and successful completion of the Work, including furnishing all materials, equipment, supplies, and appurtenances; providing all construction plant, equipment, and tools; and performing all necessary labor and supervision to fully complete the Work, shall be included in the unit and lump sum Bid prices. All Work not specifically set forth as a pay item in the Bid Form shall be considered a subsidiary obligation of Contractor and all costs in connection the Work shall be included in the Bid prices. b. All estimated quantities stipulated in the Bid Form or other Contract Documents are approximate and are to be used only (a) as a basis for estimating the probable cost of the Work and (b) for the purpose of comparing the Bids submitted for the Work. The ac tual amounts of Work done and materials furnished under unit price items may differ from the estimated quantities. The basis of payment for Work and materials will be the actual amount of Work done and materials furnished. Contractor agrees that it will ma ke no claim for damages, anticipated profits, or otherwise on account of any difference between the amounts of Work actually performed and materials actually furnished and the estimated amounts therefor.
c. Payment for each Bid Item shall be made in accordance with Sections 7 -2 and 7 -3 of the Agency Supplemental General Provisions and the Bid. All Work shown or described in the Contract Documents and necessary for the functioning of installed equipment or constructed facilities and the repair or replacement of damaged existing improvements in accordance with the Contract Documents shall be considered as included in the Bid Items.
1.02 BID ITEMS
1. Schedule A - Provide all labor, equipment and materials necessary to replaster the competition pool and instructional pool as required by the contract plans and specifications. Work includes, but is not limited to: mobilization; remove, protect, and reinstall hardware and appurtenances; demolish and haul-off/recycle waste debris; perform crack and rebar repairs within underlying concrete/shotcrete; install new lighting, drains, inlet covers, tiles, waterproofing, valves and other appurtenances; replaster, survey and certify and manage water conditions all as included in the contract documents. The scope of work in Schedule A shall include the concrete deck repairs (plan note 23) and the removal and replacement of concrete adjacent to the Spa (plan note 24).
2. Schedule B - Provide all labor, equipment and materials necessary to replaster the competition pool and instructional pool as required by the contract plans and specifications. Work includes, but is not limited to: mobilization; remove, protect, and reinstall hardware and appurtenances; demolish and haul-off/recycle waste debris; perform crack and rebar repairs within underlying concrete/shotcrete; install new lighting, drains, inlet covers, tiles, waterproofing, valves and other appurtenances;
01 11 20 MEASUREMENT AND PAYMENT Date Printed: July 3, 2024 Document Version: 1.0 Current Update: December 2023
replaster, survey and certify and manage water conditions all as included in the contract documents.
1.03 SUBMITTALS
a. Informational Submittals:
1. Schedule of Values: Submit on Agency’s form.
2. Schedule of Estimated Progress Payments:
i. Submit with initially acceptable Schedule of Values. ii. Submit adjustments thereto with Application for Payment.
3. Application for Payment.
4. Final Application for Payment.
1.04 CASH ALLOWANCES (This section not used)
1.05 SCHEDULE OF VALUES (SOV)
a. The Contractor shall prepare a separate SOV for each schedule of the Work under the Contract.
b. Upon request of the Construction Manager, the Contractor shall provide documentation to support the accuracy of the SOV.
c. The Contractor shall prepare and submit to the Engineer for review a SOV within the time specified in the Contract Documents.
d. When requested by the Engineer, the SOV shall divide each lump sum Bid item into its respective activities as listed in the Construction Schedule, and the sum of the costs apportioned to the activities comprising the Bid item shall equal the Bid item price . The Contractor shall add additional detail to the SOV when, in the opinion of the Engineer, such detail is necessary to represent the basis for payment. The Contractor shall submit to the Engineer a corrected Schedule of Values within 10 Calendar Days of the Engineer’s request.
e. The Contractor shall make adjustments to the approved SOV to account for Change Orders or Extra Work. The SOV entries for adjustments so made shall be approved by the Engineer.
f. The Contractor shall submit a revised SOV with each payment request. g. Payment for the preparation of or revisions to the SOV shall be included in the Contract Price and no additional payment will be made therefor.
h. Unit Price Work: Must reflect unit price quantity and price breakdown from conformed Bid Form.
i. Lump Sum Work:
1. Must reflect specified cash and contingency allowances and alternates, as applicable.
01 11 20 MEASUREMENT AND PAYMENT Date Printed: July 3, 2024 Document Version: 1.0 Current Update: December 2023
2. List bonds and insurance premiums, mobilization, demobilization, preliminary and detailed progress schedule preparation, equipment testing, facility startup, and Contract closeout separately.
i. Mobilization includes, at minimum, items identified in Section 01 50 00, Temporary Facilities and Controls.
ii. Include item(s) for monthly progress schedule update and maintenance of Construction Manager’s trailer.
3. Break down by Division 02 through 49 with appropriate subdivision of each specification for each Project facility.
j. An unbalanced or front-end loaded schedule will not be acceptable. k. Summation of the complete SOV representing all the Work shall equal the Contract Price. l. The Contractor shall submit SOV electronically in a spreadsheet format compatible with latest version of MS Excel.
1.06 SCHEDULE OF ESTIMATED PROGRESS PAYMENTS
a. Show estimated payment requests throughout Contract Times aggregating initial Contract Price.
b. Base estimated progress payments on initially acceptable progress schedule. Adjust to reflect subsequent adjustments in progress schedule and Contract Price as reflected by modifications to the Contract Documents.
1.07 APPLICATION FOR PAYMENT
a. Transmittal Summary Form: Attach 1 Summary Form with each detailed Application for Payment for each schedule and include Request for Payment of Materials and Equipment on Hand as applicable. Execute certification by authorized officer of Contractor. b. Use detailed Application for Payment Form provided by Construction Manager. c. Provide separate form for each schedule as applicable. d. Include accepted Schedule of Values for each schedule or portion of lump sum Work and the unit price breakdown for the Work to be paid on a unit priced basis. e. Include separate line item for each Change Order and Work Change Directive executed prior to date of submission. Provide further breakdown of such as requested by Construction Manager.
f. Preparation:
1. Round values to nearest dollar.
2. Submit Application for Payment, including a Transmittal Summary Form and detailed Application for Payment Form(s) for each schedule as applicable, a listing of materials on hand for each schedule as applicable, and such supporting data as may be requested by Construction Manager.
01 11 20 MEASUREMENT AND PAYMENT Date Printed: July 3, 2024 Document Version: 1.0 Current Update: December 2023
1.08 PAYMENT
a. Transmittal Summary Form: Attach 1 Summary Form with each detailed Application for Payment for each schedule and include Request for Payment of Materials and Equipment on Hand as applicable. Execute certification by authorized officer of Contractor. b. Each month, the Engineer will make an approximate measurement of the Work performed to the closure date as basis for making monthly progress payments. The estimated value will be based on Contract Unit Prices, completed Change Order Work.
Progress payments shall be made no later than 30 C alendar Days after the closure date.
Five Working Days following the closure date, the Engineer shall complete the detailed progress pay estimate and submit it to the Contractor for the Contractor’s information.
Should the Contractor assert that additional payment is due, the Contractor shall within 10 Calendar Days of receipt of the progress estimate, submit a supplemental payment request to the Engineer with adequate justification supporting the amount of supplemental payment request. Upon receipt of the supplemental payment request, the Engineer shall, as soon as practicable after receipt, determine whether the supplemental payment request is a proper payment request. If the Engineer determines that the supplemental payment request is not proper, then the request shall be returned to the Contractor as soon as practicable, but not later than 7 Calendar D ays after receipt. The returned request shall be accompanied by a document setting forth in writing the reasons why the supplemental payment request was not proper. Consistent with Public Contract Code Section 20104.50, the Agency shall make payments within 30 Calendar D ays after receipt of an undisputed and properly submitted supplemental payment request from the Contractor. If payment of the undisputed supplemental payment request is not made within 30 Calendar Days after receipt by the Engineer, then the Agency shall pay interest to the Contractor equivalent to the legal rate set forth in subdivision (a) of Code of Civil Procedure Code Section 685.010.
c. After final inspection, the Engineer will make a Final Payment Estimate and process a corresponding payment. This estimate will be in writing and shall be for the total amount owed the Contractor as determined by the Engineer and shall be itemized by the Contract Bid item and Change Order item with quantities and payment amounts and shall show all deductions made or to be made for prior payments and amounts to be deducted under provisions of the Contract. All prior estimates and progress payments shall be s ubject to correction in the Final Payment Estimate.
d. The Contractor shall have 30 C alendar Days from receipt of the Final Payment Estimate to make a written statement disputing any Bid item or Change Order item quantity or payment amount. The Contractor shall provide all documentation at the time of submitting the statement supporting its position. Should the Contractor fail to submit the statement and supporting documentation within the time specified, the Contractor acknowledges that full and final payment has been made for all Contract Bid items and Change Order items.
e. If the Contractor submits a written statement with documentation in the aforementioned time, the Engineer will review the disputed item within 30 C alendar Days and make any
01 11 20 MEASUREMENT AND PAYMENT Date Printed: July 3, 2024 Document Version: 1.0 Current Update: December 2023
appropriate adjustments on the Final Payment. Remaining disputed quantities or amounts not approved by the Engineer will be subject to resolution as specified in Section 2-10, Disputed Work.
f. The written statement filed by the Contractor shall be in sufficient detail to enable the Engineer to ascertain the basis and amount of the disputed items. The Engineer will consider the merits of the Contractor’s claims. It will be the responsibility of the Contractor to furnish within a reasonable time such further information and details as may be required by the Engineer to determine the facts or contentions involved in its claims. Failure to submit such information and details will be sufficient cause for denying payment for the disputed items.
1.09 MOBILIZATION (This section not used)
1.09 EXCAVATION AND TRENCHING (This section not used)
1.11 PIPELINES (This section not used)
1.12 SEWERS (This section not used)
1.13 PIPELINES (This section not used)
1.14 MISCELLANEOUS CONCRETE (This section not used)
PART 2 PRODUCTS (NOT USED)
PART 3 EXECUTION (NOT USED)
END OF SECTION
01 31 00 PROJECT MANAGEMENT AND COORDINATION Date Printed: July 3, 2024 Document Version: 1.0 Current Update: December 2023
01 31 00 PROJECT MANAGEMENT AND COORDINATION
PART 1 CONSTRUCTION MANAGEMENT SOFTWARE
1.01 PROCORE PROJECT MANAGEMENT AND COLLABORATION SYSTEM a. This project may utilize the Owner’s Procore (www.procore.com) online project management and document control platform. The intent of utilizing Procore is to reduce cost and schedule risk, improve quality and safety, and maintain a healthy team dynamic by improving information flow, reducing non- productive activities, reducing rework and decreasing turnaround times. The Contractor is required to create a free web -based Procore user account(s) and utilize web-based training / tutorials (as needed) to become familiar with the system. Unless the Engineer approves otherwise, the Contractor shall process all project documents through Procore because this platform will be used to submit, track, distribute and collaborate on project. If unfamiliar or not otherwise trained with Procore, Contractor and applicable team members shall complete a free training certification cours e located at http://learn.procore.com/procore -c ertification- subcontractor. T he Contractor is responsible for attaining their own Procore support, as needed, either through the online training or reaching out to the Procore support team.
It will be the responsibility of the Contractor to regularly check Procore and review updated documents as they are added. There will be no cost to the Contractor for use of Procore.
It is recommended that the Contractor provide mobile access for Windows, iOS located at https://apps.apple.com/us/app/procore-construction-management/id374930542 or
Android devices located at
https://play.google.com/store/apps/details?id=com.procore.activities with the Procore App installed to at least one on- site individual to provide real- time access to current posted drawings, specifications, RFIs, submittals, schedules, change orders, project documents, as well as any deficient observations or punch list items. Providing mobile access will improve communication, efficiency, and productivity for all parties. The use of Procore for project management does not relieve the contractor of any other requirements as may be specified in the contract documents.
END OF SECTION
01 32 00 SUBMITTALS Date Printed: July 3, 2024
Document Version: 1.0 Current Update: December 2023
01 32 00 SUBMITTALS
PART 1 GENERAL
1.01 GENERAL
a. Each submittal shall be consecutively numbered. Resubmittals shall be labeled with the original submittal number followed by an ascending alphabetical designation (e.g., ‘4 -A’ would indicate the first resubmittal of the fourth submittal). Each submittal shall be accompanied by a letter of transmittal on the Contractor’s letterhead which shall contain the following:
1. Agency Project title and Contract number.
2. Specification section number(s) pertaining to material submitted for review.
3. Submittal number.
4. Description of the contents of the submittal.
5. Identification of any deviation from the Contract Documents on the transmittal and by redline on the shop or working Drawings.
6. Contractor’s certification statement.
7. Printed name and signature of submitter, title and date. b. The Contractor shall place the following certification statements on all submittals and shall subscribe to one of the following:
"I certify that the materials, equipment or construction procedure(s) contained in this submittal meet all requirements shown or specified in the Contract Documents with no exceptions.”
Or
"I certify that the materials, equipment or construction procedure(s) contained in this submittal meet all requirements shown or specified in the Contract Documents, except for the following deviation(s):”
c. Shop Drawings and engineering data (submittals) covering all equipment and all fabricated components and building materials which will become a permanent part of the Goods and Special Services under this Contract shall be submitted to Engineer for review, as required. Submittals shall verify compliance with the Contract Documents, and shall include Drawings and descriptive information in sufficient detail to show the kind, size, arrangement, and the operation of component materials and devices; the external connections, anchorages, and supports required; the performance characteristics; and dimensions needed for installation and correlation with other materials and equipment. d. Each submittal shall cover items from only one section of the specification unless the item consists of components from several sources. Contractor shall submit a complete initial submittal including all components. When an item consists of components from several sources, Contractor's initial submittal shall be complete including all components. e. All submittals, regardless of origin, shall be approved by Contractor and clearly identified with the name and number of this Contract, Contractor's name, and references to
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applicable specification paragraphs and Contract Drawings. Each copy of all submittals, regardless of origin, shall be stamped or affixed with an approval statement of Contractor.
Each submittal shall indicate the intended use of the item in the Goods and Special Services. When catalog pages are submitted, applicable items shall be clearly identified and inapplicable data crossed out. The current revision, issue number, and date s hall be indicated on all Drawings and other descriptive data.
f. Contractor shall be solely responsible for the completeness of each submittal.
Contractor's stamp or affixed approval statement of a submittal, is a representation to Engineer that Contractor accepts sole responsibility for determining and verifying all quantities, dimensions, field construction criteria, materials, catalog numbers, and similar data, and that Contractor has reviewed and coordinated each submittal with the requirements of the Goods and Special Services and the Contract Documents. g. All deviations from the Contract Documents shall be identified as deviations on each submittal and shall be tabulated in Contractor 's letter of transmittal. Such submittals shall, as pertinent to the deviation, indicate essential details of all changes proposed by Contractor (including modifications to other facilities that may be a result of the deviation) and all required piping and wiring diagrams. h. For electronic submittals, drawings and the necessary data shall be submitted electronically to Engineer as specified below. Submittal documents shall be in black and white unless color is required for the review of the submittal. All electronic files shall be in PDF as generated by Adobe Acrobat Professional latest version. The PDF file(s) shall be fully indexed using the Table of Contents, searchable with thumbnails generated. PDF images must be at a readable resolution. For most documents, they should be scanned or generated at 300 dots per inch (dpi). Optical Character Recognition (OCR) capture must be performed on these images so that text can be searched, selected and copied from the generated PDF file. The PDF documents shall have a bookmark created in the navigation frame for each major entry (“Section” or “Chapter”) in the Table of Contents. Thumbnails shall be generated for each page or graphic in the PDF file. The opening view for each PDF document shall be as follows:
1. Initial View: Bookmarks and Page
2. Magnification: Fit In Window
3. The file shall open to the Contractor ’s transmittal letter, with bookmarks to the left. The first bookmark shall be linked to the Table of Contents.
PDF document properties shall include the submittal number for the document title and the Contractor’s name for the author.
i. Electronic submittal file sizes shall be limited to 10 MB. When multiple files are required for a submittal the least number of files possible shall be created. j. The Contractor shall post submittals and retrieve the Engineer’s submittal review comments through the Engineer’s (Consulting Engineer’s) Project website accessible
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Document Version: 1.0 Current Update: December 2023
through the Internet. Instruction on procedures for posting and retrieving submittals will be provided after award of the Contract.
k. Facsimiles (fax) will not be acceptable. Engineer will not accept submittals from anyone but Contractor . Submittals shall be consecutively numbered in direct sequence of submittal and without division by subcontracts or trades.
1.02 ENGINEER’S REVIEW OF SUBMITTALS
a. Engineer's review of submittals covers only general conformity to the Drawings and Specifications, external connections, and dimensions that affect the layout; it does not indicate thorough review of all dimensions, quantities, and details of the material, equipment, device, or item covered. Engineer's review shall not relieve Contractor of sole responsibility for errors, omissions, or deviations in the Drawings and data, nor of Contractor's sole responsibility for compliance with the Contract Documents. b. Engineer's submittal review period shall be 21 consecutive C alendar Days and shall commence on the first C alendar Day following receipt of the submittal or resubmittal in Engineer's office. The time required to mail the submittal or resubmittal back to Contractor shall not be considered a part of the submittal review period. c. When the Drawings and data are returned with review status "NOT ACCEPTABLE" or "RETURNED FOR CORRECTION," the corrections shall be made as instructed by Engineer.
If submittals are made in hard copy, 5 corrected copies shall be resubmitted. If submittals are made electronically, the corrected Drawings and data shall be resubmitted through the Project website. Resubmittals by facsimile or e -mail will not be accepted. When the Drawings and data are returned with review status "EXCEPTIONS NOTED," "NO EXCEPTIONS NOTED," or "RECORD COPY," no additional copies need be furnished unless specifically requested by Engineer.
1.03 RESUBMITTAL OF DRAWINGS AND DATA
a. Contractor shall accept full responsibility for the completeness of each resubmittal.
Contractor shall verify that all corrected data and additional information previously requested by Engineer are provided on the resubmittal.
b. When corrected copies are resubmitted, Contractor shall direct specific attention to all revisions in writing and shall list separately any revisions made other than those called for by Engineer on previous submittals. Requirements specified for initial submittals shall also apply to resubmittals. Resubmittals shall bear the number of the first submittal followed by a letter (A, B, etc.) or a unique identification that indicates the initial submittal and correct sequence of each resubmittal.
c. If more than 1 resubmittal is required because of failure of Contractor to provide all previously requested corrected data or additional information, Contractor shall reimburse Agency for the charges of Engineer for review of the additional resubmittals.
This does not include initial submittal data such as shop tests and field tests that are submitted after initial submittal.
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Document Version: 1.0 Current Update: December 2023
d. Resubmittals shall be made within 30 Calendar D ays of the date of the letter returning the material to be modified or corrected, unless within 14 Calendar D ays Contractor submits an acceptable request for an extension of the stipulated time period, listing the reasons the resubmittal cannot be completed within that time. e. The need for more than 1 resubmittal, or any other delay in obtaining Engineer's review of submittals, will not entitle Contractor to extension of the Contract Times unless delay of the Work is the direct result of a change in the Work authorized by a Change Order or failure of Engineer to review and return any submittal to Contractor within the specified review period.
1.04 COLOR SELECTION
a. Contractor shall submit samples of colors and finishes for all accepted products before Engineer will coordinate the selection of colors and finishes with Agency. Engineer will prepare a schedule of finishes that include the colors and finishes selected for both manufactured products and for surfaces to be field painted or finished and will furnish this schedule to Contractor within 60 Calendar Days after the date of acceptance of the last color or finish sample.
1.05 OPERATION AND MAINTENANCE DATA AND MANUALS
a. Adequate operation and maintenance information shall be supplied for all equipment requiring maintenance or other attention. The equipment supplier shall prepare a Project specific operation and maintenance manual for each type of equipment indicated in the individual equipment sections or the equipment schedule. b. Operation and maintenance manuals shall include the following:
1. Equipment function, normal operating characteristics, and limiting conditions.
2. Assembly, installation, alignment, adjustment, and checking instructions.
3. Operating instructions for startup, routine and normal operation, regulation and control, shutdown, and emergency conditions.
4. Lubrication and maintenance instructions.
5. Guide to troubleshooting.
6. Parts lists and predicted life of parts subject to wear.
7. Outline, cross section, and assembly drawings; engineering data; and wiring diagrams.
8. Test data and performance curves, where applicable.
c. The operation and maintenance manuals shall be in addition to any instructions or parts lists packed with or attached to the equipment when delivered, or which may be required by Contractor.
d. Manuals shall be submitted in electronic format to the Engineer prior to the date of shipment of the equipment. The manuals shall be submitted and the Engineer’s review comments retrieved, through the Project website accessible through the Internet.
Instruction on procedures for posting and retrieving O&M submittals and review comments will be provided after award of the Contract. When the O&M manuals are
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Document Version: 1.0 Current Update: December 2023
reviewed "RETURNED FOR CORRECTION,” the corrections shall be made as instructed by the Engineer or Consulting Engineer, and corrected manuals resubmitted to the Engineer or Consulting Engineer. When review by the Engineer is complete, 3 copies of each electronic O&M manual shall be delivered on CD -ROM to the Engineer. Each CD shall contain only 1 copy of 1 manual. Delivery of the final O&M shall be made 30 Calendar Days prior to placing the equipment in operation.
e. All material shall be marked with Project identification, and inapplicable information shall be marked out or deleted.
f. Shipment of equipment will not be considered complete until all required manuals and data have been received.
g. XX
1.06 HARD COPY OPERATIONS AND MAINTENANCE MANUALS (This section not used)
1.07 ELECTRONIC OPERATIONS AND MAINTENANCE MANUALS
a. Electronic manuals shall be in Adobe Acrobat’s PDF, and shall be prepared at a resolution between 300 and 600 dpi, depending on document type. OCR capture shall be performed on these documents. OCR settings shall be performed with the “original image with hidden text” option in Adobe Acrobat Exchange.
b. File size shall be limited to 10 MB. When multiple files are required the least number of files possible shall be created. File names shall be in the format OMXXXXX- YYYZ-V.pdf, where XXXXX is the 5-digit number corresponding to the specification section, YYY is a 3- digit O&M manual number, e.g. , 001, Z is the letter signifying a resubmittal, A, B, C, etc, and V is a number used only when more than one 10 MB file is required for an O&M manual.
c. Documents prepared in PDF format shall be processed as follows:
d. Pages shall be searchable (processed for optical character recognition) and indexed when multiple files are required.
1. Of material to update the manual provided by the manufacturer. Pages shall be rotated for viewing in proper orientation.
2. A bookmark shall be provided in the navigation frame for each entry in the Table of Contents.
3. Embedded thumbnails shall be generated for each completed PDF file.
4. The opening view for PDF files shall be as follows:
5. Initial View: Bookmarks and Page
6. Page Number: Title Page (usually Page 1)
7. Magnification: Set to Fit in Window
8. Page: Single Page
9. Where the bookmark structure is longer than 1 page, the bookmarks shall be collapsed to show the chapter headings only.
10. When multiple files are required the first file of the series (the parent file) shall list every major topic in the Table of Contents. The parent file shall also include minor
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Document Version: 1.0 Current Update: December 2023
headings bookmarked based on the Table of Contents. Major headings, whose content is contained in subsequent files (children) shall be linked to be called from the parent to the specific location in the child file. The child file shall contain bookmark entries for both major and minor headings contained in the child file.
The first bookmark of any child file shall link back to the parent file and shall read as follows "Return to the Equipment Name Table of Contents," e.g., Return to the Polymer Feed System Table of Contents.
11. Drawings shall be bookmarked individually.
12. Files shall be delivered without security settings to permit editing, insertion and deletion
1.08 LABELING
a. As a minimum, the following information shall be included on all final O&M manual materials, including CD-ROM disks, jewel cases, and hard copy manuals:
Equipment name and/or O&M title spelled out in complete words.
Project Name.
Agency Project/Contract Number.
Specification Section Number. Example: “Section 15 55 00” Manufacturer’s name.
File Name and Date.
PART 2 PRODUCTS (NOT USED)
PART 3 EXECUTION (NOT USED)
END OF SECTION
01 33 00 CONSTRUCTION PROGRESS SCHEDULE Date Printed: July 3, 2024 Document Version: 1.0 Current Update: December 2023
01 33 00 CONSTRUCTION PROGRESS SCHEDULE
PART 1 GENERAL
1.01 PROGRESS SCHEDULE
a. A Progress Schedule shall be used to control the Work and to provide a definitive basis for determining Project progress. The Progress Schedule shall be prepared, maintained and updated by the Contractor and historical dates agreed monthly with the Enginee r.
The Contractor shall submit a preliminary Progress Schedule and a Progress Schedule for acceptance by the Engineer. These schedules shall be the Contractor’s working schedules and shall be used to plan, organize and execute the Work, record and report a ctual performance and progress, and show how the Contractor plans to complete all remaining Work as of the end of each progress report period.
b. The Progress Schedule shall comprise all the detailed construction-related activities using the CPM. The Progress Schedule shall provide sufficient detail and clarity to reflect the intricacies and interdependencies of activities so the Contractor can plan, schedule, monitor, control and report on the progress of its work. In addition, it shall provide the Engineer and Agency a tool to monitor and follow the progress for all phases of the Work. c. The Contractor shall perform Work and furnish materials, labor, tools, equipment or services that may be reasonably inferred as being required to produce the intended result, whether specifically called for in the Contract Documents, at no additional cost to the Agency.
d. Scheduling software shall be Primavera Project Manager (P6)..
1.02 PRE-CONSTRUCTION SCHEDULING CONFERENCE
a. The Engineer will conduct a pre -construction scheduling conference with the Contractor to review requirements for the schedules including [ SOV] [cost -loading] and schedule configuration. The conference shall be conducted sufficiently early to allow the Contractor to submit the preliminary Progress Schedule within 10 Calendar Days of the Effective Date of the Contract.
b. At this meeting, the Contractor shall explain in detail the procedure to be used to develop the schedule activity SOV and cash flow. This procedure is subject to the review and acceptance of the Engineer.
1.03 PRELIMINARY PROGRESS SCHEDULE
a. Following the pre-construction scheduling conference but within 10 Calendar Days of the Effective Date of the Contract, the Contractor shall submit a preliminary Progress Schedule for review by the Engineer. The preliminary Progress Schedule shall show detailed construction-related activities for the first 45 Calendar Days of the Project. The remainder of the Contract activities shall be shown as summary bars within the milestones of the Work. If the Engineer has comments on the preliminary Progress Schedule, Contractor shall make the necessary changes and resubmit it within 10 Calendar Days. No progress payments will be made during the period specified above for
01 33 00 CONSTRUCTION PROGRESS SCHEDULE Date Printed: July 3, 2024 Document Version: 1.0 Current Update: December 2023
the preliminary Progress Schedule until the preliminary Progress Schedule has been accepted by the Engineer.
b. The preliminary Progress Schedule shall:
1. Illustrate a feasible schedule for completion of the Work within the time and milestones specified.
2. Provide an elementary example of the schedule in the format to be used for the Progress Schedule.
3. Include the activity code structure as described in paragraph 1.18 ACTIVITY CODES.
1.04 PROGRESS SCHEDULE
a. The Progress Schedule comprises all the construction-related activities for the Work and shall show the order in which the Contractor proposes to carry out the Work. Contractor shall include milestones, coordination necessitated by limited access and available work areas, and the availability and use of the labor force, material and equipment. Contractor shall use the Progress Schedule to plan, schedule and coordinate the Work including activities of Subcontractors, equipment vendors, and suppliers. b. The Progress Schedule shall be to the level of detail acceptable to the Engineer, and shall include the following:
1. Organization and structural breakdown of the Project;
2. Milestones and completion dates;
3. Type of Work to be performed and the labor trades involved;
4. Purchase, manufacture and delivery activities for major materials and equipment;
5. Preparation, submittal, and acceptance of shop drawings and material samples;
6. Deliveries of Agency-furnished equipment and/or materials;
7. Acceptances required by regulatory agencies and/or other third parties;
8. Assignment of responsibility for each activity;
9. Access requirements to Work areas;
10. Identification of interfaces and dependencies with preceding, concurrent and follow on Contractors;
11. Tests, submittal of test reports and acceptance of test results;
12. Planning for phased or total acceptance by Agency ; including start up and commissioning;
13. Identification of any labor force, material and equipment restrictions.
14. Sequence of construction to maintain plant operations;
15. Planned outages.
c. The activities included in the Progress Schedule shall be defined in Calendar Days.
Durations shall be based on the labor (crafts), equipment, and materials required to perform each activity on a normal workday basis. Activity durations shall be 20 Working Days or less except in the case of non -construction activities such as procurement of materials, delivery of equipment, and concrete curing. All durations shall be the result of definitive labor force and resource planning by Contractor to perform the Work, in
01 33 00 CONSTRUCTION PROGRESS SCHEDULE Date Printed: July 3, 2024 Document Version: 1.0 Current Update: December 2023
consideration of contractually defined on Site Work conditions and Contractor’s planned means and methods.
d. When the Progress Schedule is accepted by the Engineer, the Engineer will save a copy of the Progress Schedule as the baseline schedule, and will use it for analysis of Contractor’s progress.
e. The Contractor shall update the Progress Schedule monthly.
1.05 ELECTRONIC PROGRESS SCHEDULE FORMAT AND REPORTING (This section not used)
1.06 COST LOADING (This section not used)
1.07 RESOURCE LOADING (This section not used)
1.08 COORDINATING PROGRESS SCHEDULE WITH OTHER CONTRACT SCHEDULES (This section not used)
1.09 SUBMITTALS (This section not used)
1.10 MONTHLY SCHEDULE UPDATES
a. Monthly Progress Schedule updates shall be submitted for the duration of the Contract on a date agreed to by the Agency, Engineer, and Contractor. If monthly Progress Schedule updates are not submitted by the due date, progress payments will be withheld until the required information is submitted.
b. The updated schedule shall be reviewed each month in a meeting with Engineer to verify:
1. Actual start dates,
2. Actual completion dates,
3. Activity percent completion,
4. Revised logic (as -built and projected) and changes in activity durations, cost assigned,
5. Cost influence of Change Orders, if any,
6. Revisions due to extension of time.
1.11 DATA DATE (This section not used)
1.12 REVIEW PROCESS (This section not used)
1.13 RESPONSIBILITY OF SCHEDULE COMPLIANCE
a. Whenever it becomes apparent from the current Progress Schedule that the Critical Path is delayed and the Contract completion date will not be met, Contractor shall mitigate the delay by taking some or all of the following actions at no additional cost to Agency.
1. Increase construction labor force in such quantities and crafts as will bring the Project back on schedule within the completion dates and milestones.
2. Increase the number of working hours per shift, shifts per day, Working Days per week, and the amount of construction equipment, or any combination of the foregoing, to substantially eliminate the backlog of Work.
3. Re-schedule activities to achieve maximum practical concurrence of activities and to comply with the schedule date(s).
b. Within 10 Calendar Days of the Engineer’s request, Contractor shall submit a recovery schedule and written statement of the steps intended to remove or arrest the delay to
01 33 00 CONSTRUCTION PROGRESS SCHEDULE Date Printed: July 3, 2024 Document Version: 1.0 Current Update: December 2023
the Critical Path in the schedule. If the Contractor fails to submit the required information or should fail to take measures acceptable to the Engineer, the Engineer with Agency concurrence may direct Contractor to increase labor force, equipment and scheduled Work hours to remove or arrest the delay to the Critical Path and the Contractor shall promptly provide such level of effort at no additional cost to Agency. c. In the event Contractor fails to follow the updated or revised recovery schedule, Agency may elect to withhold progress payments until Contractor complies with the revised schedule.
d. Should Contractor’s efforts not remove or arrest the delay to the Critical Path of the accepted schedule, then Agency shall be entitled to supplement Contractor’s workforce and equipment to remove and arrest any delay, and shall be entitled to deduct all c osts and expenses associated with the supplemental workforce and equipment from payments due to the Contractor. If insufficient Contract funds remain, Agency may recover such funds from Contractor and its Surety.
1.14 CHANGE ORDERS, DELAYS, AND EXTENSIONS OF TIME
a. When Change Orders or delays are experienced by Contractor and Contractor requests an extension of time, Contractor shall submit a written time impact analysis to the Engineer illustrating the influence of each change or delay to the current Contract Schedule completion date. Each time impact analysis shall include a fragment incorporating the Change Order or delay into the Progress Schedule to demonstrate how Contractor was delayed.
b. Each time impact analysis shall demonstrate the estimated time impact based on the events of the change or the delay; the date the change was given to Contractor or the delay incurred, the status of construction at that point in time, and the event time computation of all activities affected by the change or delay. The event times used in the analysis shall be those included in the latest update of the Progress Schedule or as adjusted for the events of delay.
c. Three copies of the time impact analysis and an electronic copy on compact disk shall be submitted within 7 Calendar Days of delay occurrence or direction to proceed with a change is given to Contractor. No time extensions will be considered if the time impact analysis is not submitted within the specified time.
d. The Engineer will review Contractor’s time impact analysis. Contractor shall furnish such justification and supporting evidence as the Engineer deems necessary to determine whether Contractor is entitled to an extension of time. Engineer’s review of each time impact analysis will be made within 5 Working Days of receipt of the time impact analysis and additional information as required by the Engineer, unless subsequent meetings and negotiations are necessary.
e. The Contract completion time will be adjusted only for causes specified in paragraph 15.
Time extensions will be granted only to the extent that equitable time adjustments for the activity or activities affected exceed the total or remaining float along the Critical Path
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at the time of actual delay. Delays in activities which are not on the Critical Path and do not affect Contract completion dates, will not be considered for an extension of time.
1.15 CAUSES FOR EXTENSIONS OF TIME
a. Additional positive total float in the Progress Schedule generated by efficiencies of Agency or Contractor is a shared commodity to be reasonably used by either party, and belongs exclusively to the Project. The Contractor is not entitled to any additional compensation for completion of the Project prior to expiration of the Contract Times. b. Agency-Initiated Changes. Agency initiated changes to the Contract Work that absorb float time will not be considered for an extension of time. Agency -initiated changes that affect the Critical Path of the Progress Schedule shall be grounds for extending or shortening completion dates. Use of float time for Contractor initiated changes will require Agency’s concurrence. Contractor’s changes, however, shall give way to Agency - initiated changes competing for the same float time.
c. Outside Contractor’s Control. Events outside of the Contractor’s control that affect the Critical Path of the Progress Schedule will be considered for an extension or reduction of the Contract Times.
d. Weather Delays. Engineer will obtain weather data during construction from a reputable source, and will maintain weather records.
1. Engineer will determine Contractor’s entitlement to an extension of the Contract Time as a result of weather delays. Extensions of time will be granted at the discretion of the Engineer for circumstances not covered by the flow chart.
2. Any weather -related extension of Contract Time shall be non-compensable.
Efficiencies gained as a result of favorable weather within a calendar month, where the number of days of normally anticipated weather days is less than expected, shall contribute to the Project float and shall not affect the Contract Times.
3. Application for a weather -related extension of time shall be submitted to the Engineer, and shall state the extension requested and be supported by the relevant weather data.
1.16 AS-BUILT SCHEDULE
a. As a condition precedent to release of final payment, the last update to the Progress Schedule submitted shall be identified by the Contractor as the “As -Built Schedule.” The “As-Built Schedule” shall reflect the exact manner in which the Project was actually constructed (including actual start and completion dates, activities, sequences, and logic) and shall be signed and certified by the Contractor’s Project manager.
1.17 SCHEDULE SOFTWARE SETTINGS AND RESTRICTIONS
a. Contractor shall consult with Engineer for acceptable Primavera Project Manager software settings and restrictions. The following shall apply unless otherwise directed by the Engineer.
1. Schedule Options:
i. Shall be defined only to “Use expected finish dates”;
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ii. Scheduling progressed activities to be set to “Use only retained logic,” not progress override option;
iii. Critical Path activities defined as Total Float less than or equal to zero; iv. Calculating start-to-start lag from “early start” dates; and computing total float as “finish float = late finish – early finish”;
v. Calendar to be set for scheduling relationship lag as “Predecessor Activity Calendar.”
2. Activity progress shall be shown using Remaining Duration. Date format shall be DDMMYY.
3. Default activity type shall be set to “Independent Task.”
4. Date/time activity constraint(s), other than those required by the Contract, will not be allowed unless accepted by Engineer. Contractor shall identify proposed constraints and explain the constraint purpose in the Narrative Report.
5. Lags shall not be used in the creation of an activity that will perform the same function, e.g., concrete cure time. Lag durations contained in the Project Schedule shall not have a negative value. Contractor shall identify any lag proposed and explain the purpose of the lag in the Narrative Report.
6. Actual Start and Finish dates shall not be automatically updated by default mechanism that may be included in the CPM scheduling software system. Actual Start and Actual Finish dates on the CPM schedule shall be updated by actual Work progression.
1.18 ACTIVITY CODES
a. The Primavera (P6) activity codes and WBS to be confirmed or revised by the Engineer are listed below. Confirmation or revision of the activity codes and WBS will be provided to the Contractor within 3 Working Days of the Effective Date of the Contract. Use of the Engineer prescribed activity codes and WBS is mandatory. b. “Project Codes” as defined by Primavera P6 is reserved for the Agency. Only “Activity Codes” at Project Level will be permitted for Contractor use.
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Activity Code
Code
Value Description
Phase 0005 Construction Phase
Construction Phase A
BC
D
E
Milestones
Administrative
Submittals
Construction Activities
Closeout Phase
Submittals SUB
R&A
F&D
Submittals
Review & Approve
Fabricate & Deliver
Other Codes to be prescribed by
Engineer or requested by
Contractor for Project specific
criteria.
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1.19 ACTIVITY RELATIONSHIPS
a. Relationships between activities shall be identified with the following information:
1. Predecessor and successor activity ID.
2. Relationship types:
i. FS Finish to start
ii. SS Start to start
iii. FF Finish to finish
iv. SF Start to finish – This relationship is not allowed, unless authorized by Engineer.
1.20 PROJECT CALENDARS
a. Project Calendars shall use Working Days and Calendar Days as the planning unit for the schedule. Use of Global Calendars is reserved for Agency. Each calendar shall be set to start on Mondays with holidays in accordance with Agency policy. The following calendars shall be used for each activity except as otherwise accepted by Engineer:
1. 5-Day x 8 Hour Workweek (with holidays) shall be used for 5 -day 40 -hour workweek activities: Monday through Friday. All holidays and non-work days shall be assigned to this calendar. This calendar shall be used for all normal work activities, submittals, and fabricate and delivery activities. This calendar shall be the default calendar for the Project unless otherwise specified.
2. 5-Day x 10 -Hour Workweek (with holidays) shall be used for 5 -day 50-hour workweek activities: Monday through Friday. All holidays and non-work days shall be assigned to this calendar.
3. 6-Day x 10 -Hour Workweek (with holidays) shall be used for 6 -day 60-hour workweek activities. Monday through Saturday. All holiday and non- work days shall be assigned to this calendar.
4. 7-Day Calendar (no holidays) shall be used for 7-day workweek activities. No non- work days shall be entered into this calendar.
5. Additional Calendars may be assigned depending on need. However, Contractor shall consult with the Engineer before other calendars are entered and/or used in the Project schedule.
b. The workday to calendar day correlation shall be based on a single shift and 5 -day work week with adequate allowance for holidays, adverse weather, and all other special requirements of the Work. Contractor may, at his option, propose alternate baseline calendars to allow a second shift and/or a single shift on Saturdays subject to the concurrence and acceptance of Agency. Under no circumstances will a schedule be accepted which allows regularly scheduled Work on Sundays.
1.21 FLOAT
a. Contractor shall not use float suppression techniques, including preferential sequencing (arranging Critical Path through activities more susceptible to Agency caused delay); lag logic restraints; zero total or free float constraints; extended activity times; or imposing constraint dates other than as required by the Contract. Float suppression will be cause
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for rejection of the preliminary Progress Schedule or full Progress Schedule and its updates.
1.22 MANDATORY MILESTONES
a. The Contract duration shall be equal to the time period between the Notice to Proceed and the completion milestone. The following milestones are mandatory.
1. Project Award Milestone
2. Notice to Proceed Milestone
3. Substantial Completion is [Insert number and type (i.e., Working or Calendar) ] days from Notice to Proceed
4. Completion is [Insert number and type i.e., Working or Calendar] days from Notice to Proceed
b. The following additional milestones are to be considered and incorporated into the Progress Schedule in accordance with the Contract terms, if applicable.
1. Permit constraints
2. Facility shut down or outage milestone requirements
3. Applicable phasing milestones
4. Other milestones deemed appropriate by the Engineer.
PART 2 EXECUTION
2-1.1 Preconstruction Meeting
After, or upon, notification of Contract award, the Engineer will set the time and location for the Preconstruction Meeting. Attendance of the Contractor’s management personnel responsible for the management, administration, and execution of the Project is mandatory for the meeting to be convened. Failure of the Contractor to have the Contractor’s responsible Project personnel attend the Preconstruction Meeting will be grounds for default by Contractor per Supplemental General Provisions Section 6 -7. No sep arate payment will be made for the Contractor’s attendance at the meeting. The Notice to Proceed will only be issued on or after the completion of the Preconstruction Meeting.
2-1.2 Preparation and Review of the Baseline Construction Schedule The Contractor shall prepare the Baseline Construction Schedule as a CPM Schedule in the precedence diagram method (activity-on-node) format. The Baseline Construction Schedule shall depict a workable plan showing the sequence, duration, and interdependence of all activities required to represent the complete performance of all Project Work as well as periods where Work is precluded. The Baseline Construction Schedule shall begin with the projected date of issuance of the Notice to Proceed and conclude with the date of final completion per the Contract duration. The Baseline Construction Schedule shall include detail of all Project phasing, staging, and sequencing, including all milestones necessary to define beginning and ending of each phase or stage.
2-1.2.1 Time-Scaled Network Diagram
As a part of the Baseline Construction Schedule the Contractor shall prepare and submit to the Engineer a complete time -scaled network diagram showing all of the activities, logic relationships, and milestones comprising the schedule.
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2-1.2.2 Tabular Listing
As a part of the Baseline Construction Schedule the Contractor shall prepare and submit to the Engineer a tabular listing of all of the activities, showing for each activity the identification number, the description, the duration, the early start, the early finish, the late start, the late finish, the total float, and all predecessor and successor activities for the activity described. 2-1.2.3 Bar Chart
As a part of the Baseline Construction Schedule the Contractor shall prepare and submit to the Engineer a chart showing individual tasks and their durations arranged with the tasks on the vertical axis and duration on the horizontal axis. The bar chart shall use differing texture patterns or distinctive line types to show the Critical Path.
2-1.2.4 Schedule Activities
Except for submittal activities, activity durations shall not be shorter than 1 Working Day nor longer than 15 Working Days, unless specifically and individually allowed by the Engineer. The Baseline Construction Schedule shall include between 100 and 500 activities, including submittals, interfaces between utility companies and other agencies, Project milestones and equipment and material deliveries. The number of activities will be sufficient, in the judgment of the Engineer, to communicate the Contractor’s plan for Project execution, to accurately describe the Project Work, and to allow monitoring and evaluation of progress and of time impacts. Each activity’s description shall accurately define the work planned for the activity and each activity shall have recognizable beginning and end points.
2-1.2.5 Float
Float or slack time within the schedule is available without charge or compensation to whatever party or contingency first exhausts it.
2-1.2.6 Restraints to Activities
Any submittals, utility interfaces, or any furnishing of Agency supplied materials, equipment, or services, which may impact any activity’s construction shall be shown as a restraint to those activities. Time periods to accommodate the review and correctio n of submittals shall be included in the schedule.
2-1.2.7 Late Completion
A Baseline Construction Schedule showing a Project duration longer than the specified Contract duration will not be acceptable and will be grounds for determination of default by Contractor, per Agency Supplemental General Provisions Section 6-4. 2-1.2.8 Early Completion
The Baseline Construction Schedule will show the Contractor’s plan to support and maintain the Project for the entire contractual time span of the Project. Should the Contractor propose a Project duration shorter than Contract duration, a complete Baseline Construction Schedule must be submitted, reflecting the shorter duration, in complete accordance with all schedule requirements of Agency Supplemental General Provisions Section 6-1. The Engineer may choose to accept the Contractor’s proposal of a Project duration shorter than the duration specified; provided the Agency is satisfied the shortened Baseline Construction Schedule is reasonable and
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the Agency and all other entities, public and private, which interface with the Project are able to support the provisions of the shortened Baseline Construction Schedule. The Agency’s acceptance of a shortened duration Project will be confirmed through the execution of a Contract Change Order revising the Project duration and implementing all contractual requirements including liquidated damages in accordance with the revised duration. 2-1.2.9 Engineer’s Review
The Construction Schedule is subject to the review of the Engineer. The Engineer’s determination that the Baseline Construction Schedule proposed by the Contractor complies with the requirements of these supplemental provisions shall be a condition precedent to issuance of the Notice to Proceed by the Engineer. If the Engineer determines that the Construction Schedule does not meet the requirements of these specifications the Contractor shall correct the Construction Schedule to meet these specifications and resubmit it to the Engineer. Failure of the Contractor to obtain the Engineer’s determination that the initial Construction Schedule proposed by the Contractor complies with the requirements of these supplemental provisions within 30 Working Days after the date of the Preconstruction Meeting shall be grounds for termination of the Contract per Agency Supplemental General Provisions Section 6-4. Days used by the Engineer to review the initial Construction Schedule will not be included in the 30 Working Days.
The Engineer will review and return to the Contractor, with any comments, the Baseline Construction Schedule within 15 Working Days of submittal. The Baseline Construction Schedule will be returned marked as per Sections 2-1.2.10.1 through 2-1.2.10.3. 2-1.2.9.1 “Accepted”
The Contractor may proceed with the Project Work upon issuance of the Notice to Proceed, and will receive payment for the schedule in accordance with Section 2-1.8.1. 2-1.2.9.2 “Accepted with Comments”
The Contractor may proceed with the Project Work upon issuance of the Notice to Proceed. The Contractor must resubmit the schedule incorporating the comments prior to receipt of payment per Section 2-1.8.1.
2-1.2.9.3 “Not Accepted”
The Contractor must resubmit the schedule incorporating the corrections and changes of the comments prior to receipt of payment per Section 2 -1.8.1. The Notice to Proceed will not be issued by the Engineer if the changes of the comments are not submitted as required and marked “Accepted” or “Accepted with Comments” by the Engineer. The Contractor, at the sole option of the Engineer, may be considered as having defaulted the Contract under the provisions of Supplemental General Provisions Section 2-7 TERMINATION OF THE CONTRACT FOR DEFAULT if the changes of the comments are not submitted as required and marked “Accepted” by the Engineer.
2-1.3 Preparation of Schedule Updates and Revisions
The Contractor shall meet with the Engineer during the last week of each month to agree upon each activity’s schedule status and shall submit monthly updates of the Baseline Construction Schedule confirming the agreements no later than the fifth Working Day of the following month.
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The monthly update will be submitted on hard (paper) copy and electronic media conforming to Section 6 -1.3.3 Electronic Media per the submittal requirements of Section 1.05 (Electronic Progress Schedule Format and Reporting) and will include each item and element of Sections 2 -
1.2 through 2-1.2.9 and 2-1.3.1 through 2-1.3.7.
2-1.3.1 Actual Activity Dates
The actual dates each activity was started and/or completed during the month. After first reporting an actual date, the Contractor shall not change that actual date in later updates without specific notification to the Engineer with the update.
2-1.3.2 Activity Percent Complete
For each activity underway at the end of the month, the Contractor shall report the percentage determined by the Engineer as complete for the activity. 2-1.3.3 Electronic Media
The schedule data disk shall be a digital file, labeled with the Project name and number, the Contractor’s name and the date of preparation of the schedule data disk. The schedule data disk shall be readable by the software specified in Section 6 -1.2.4 “Schedule Software” and shall be free of file locking, encryption or any other protocol that would impede full access of all data stored on it.
2-1.3.4 List of Changes
A list of all changes made to the activities or to the interconnecting logic, with an explanation for each change.
2-1.3.5 Change Orders
Each monthly update will include the addition of the network revisions reflecting the Change Orders approved in the previous month. The network revisions will be as agreed upon during the review and acceptance of the Contractor’s Change Orders. 2-1.3.6 Bar Chart
Each monthly update will include a chart showing individual tasks and their durations arranged with the tasks on the vertical axis and duration on the horizontal axis. The bar chart shall use differing texture patterns or distinctive line types to show the Critical Path. 2-1.4 Engineer’s Review of Updated Construction Schedule The Engineer will review and return the Updated Construction Schedule to the Contractor, with any comments, within 5 Working Days of submittal. The Updated Construction Schedule will be returned marked as per Sections 6 -1.4.1 through 6 -1.4.3. Any Updated Construction Schedule marked “Accepted with Comments” or “Not Accepted” by the Engineer will be returned to the Contractor for correction. Upon resubmittal the Engineer will review and return the resubmitted Updated Construction Schedule to the Contractor, with any comments, within 5 Working Days.
Failure of the Contractor to submit a monthly Updated Construction Schedule will invoke the same consequences as the Engineer returning a monthly Updated Construction Schedule marked “Not Accepted.”
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2-1.4.1 “Accepted”
The Contractor may proceed with the Project Work upon issuance of the Notice to Proceed, and will receive payment for the schedule in accordance with Section 2-1.8.1. 2-1.4.2 “Accepted with Comments”
The Contractor may proceed with the Project Work upon issuance of the Notice to Proceed. The Contractor must resubmit the schedule incorporating the comments prior to receipt of payment per Section 2-1.8.1.
2-1.4.3 “Not Accepted”
The Contractor must resubmit the Updated Construction Schedule to the Engineer incorporating the corrections and changes noted in the Engineer’s comments prior to receipt of payment per Section 6-1.8.2. The Contractor, at the sole option of the Engineer, may be considered as having defaulted the Contract under the provisions of Agency Supplemental General Provisions Section 6-7 TERMINATION OF THE CONTRACT FOR DEFAULT if the changes of the comments are not submitted and marked “Accepted” by the Engineer before the last day of the month in which the Updated Construction Schedule is due. If the Contractor fails to submit the corrected Updated Construction Schedule as required the Contractor may elect to proceed with the Project at its own risk. Should the Contractor elect not to proceed with the Project, any resulting delay, impact, or disruption to the Project will be the Contractor’s responsibility 2-1.5 Late Completion or Milestone Dates
Should the Schedule Update indicate a completion or contractually required milestone date later than the properly adjusted Contract or milestone duration, the Agency may withhold liquidated damages for the number of Calendar Days late. Should a subsequent “Accepted” Schedule Update remove all or a portion of the delay, all or the allocated portion of the previously held liquidated damages shall be released in the monthly payment to the Contractor immediately following the “Accepted” schedule.
2-1.6 Interim Revisions
Should the actual or projected progress of the Work become substantially different from that depicted in the Project Schedule, independently of and prior to the next monthly update, the Contractor will submit a revised Baseline Construction Schedule, with a list and explanation of each change made to the schedule. The Revised Construction Schedule will be submitted per the submittal requirements of Section 1.05 (Electronic Progress Schedule Format and Reporting) and per the schedule review and acceptance requirements of Agency Supplemental General Provisions Section 6 -1, including but not limited to the acceptance and payment provisions. As used in this section “substantially different” means a time variance greater than 5 percent of the number of Calendar Days of duration for the Project.
2-1.7 Final Schedule Update
The Contractor shall prepare and submit a Final Schedule Update when 100% of the Construction Work is completed. The Contractor’s Final Schedule Update must accurately represent the actual dates for all activities. The Final Schedule Update shall be prepared and reviewed per Sections 6-
1.3. Preparation of Schedule Updates and Revisions and 6 -1.4 Engineer’s Review of Updated
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Construction Schedule. Acceptance of the Final Schedule Update is required for completion of the Project and release of any and all funds retained per Section 9-3.2. 2-1.8 Measurement and Payment of Construction Schedule
The Contractor’s preparation, revision and maintenance of the Construction Schedule are incidental to the Work and no separate payment will be made for them.
END OF SECTION
01 41 26 PERMIT REQUIREMENTS Date Printed: July 3, 2024 Document Version: 1.0 Current Update: December 2023
01 41 26 PERMIT REQUIREMENTS
PART 1 GENERAL
1.01 WORK COVERED BY CONTRACT DOCUMENTS
a. The Contractor is responsible to obtain all local, state and federal permits and licenses required to perform the Work. Payment for obtaining and complying with permits and licenses including, but not limited to, general construction permits, building permits, grading permits, encroachment permits, haul route permits, excavation permits, drilling permits, water discharge permits, temporary easements, licenses, inspection fees, and Federal, State and local taxes shall be borne by the Contractor and shall be included in prices Bid for Work for which such costs are appurtenant. b. The Contractor shall obtain and pay for all costs incurred for permits necessitated by its operations such as, but not limited to, permits required for sewage bypass pumping or discharge; Night Work; overload; blasting or demolition or for any permit related to the operation of equipment used in such Work.
c. The Contractor shall obtain and pay for all permits for the disposal of all waste or surplus materials removed from the Project. The cost of the permit(s) shall be included in the price for the Bid items requiring the permits and no additional compensation will be allowed for them.
d. The Contractor shall provide a copy of the permit or license to the Agency prior to performing the Work requiring the permit or license.
e. Contractor shall pay for all fees applicable to Contractor’s operations. f. Contractor shall not begin Work until all permits applicable to the Work are obtained.
Permits shall be maintained in valid status until acceptance of the Work by the Agency. g. The Contractor shall pay all business taxes or license fees that are required for the Work.
1. To the extent that there is a change in the type or cost of any permits, fees, licenses, or inspections after Contract award, there shall be an equitable adjustment in the Contract Price on account of such change under the Extra Work provisions.
2. The Contractor shall comply with and give notices required by Applicable Laws.
The Contractor is not entitled to damages or additional payment for delays attributable to the acquisition of permits.
3. The Contractor shall pay the Agency for regulatory fees, fines, or penalties imposed on the Agency arising from the Contractor’s failure to complete the Work in accordance with the Contract Documents.
h. The Contractor shall obtain, pay for, and comply with required permits, licenses, work permits, and authorizations from appropriate agencies, including the following:
1. Licenses
i. Before submitting Bids, C ontractors shall be licensed in accordance with provisions of Chapter 9, Division 3, of the Business and Professions Code.
01 41 26 PERMIT REQUIREMENTS Date Printed: July 3, 2024 Document Version: 1.0 Current Update: December 2023
ii. City of Carlsbad Business License.
2. State and Federal permits
i. Excavation and Dirt Moving Permit from Cal/OSHA
ii. Safety permit from California Division of Industrial Safety iii. NPDES General Permit for Storm Water Discharges Associated with Construction and Land Disturbance Activities (LUP Type 2) iv. NPDES Permit for discharge of hydrostatic test water and potable water
3. Other permits
i. City Haul Route Permit
ii. Traffic Control Plan Permit
iii. Grading Permit
iv. Right of Way Permit
v. Oversize Load Permit
vi. Blasting Permit
vii. Written authorization from private property owners for property utilized for staging
i. The Agency will obtain for the Contractor, the following: San Diego County Department of Health
1.02 HAUL ROUTE PERMIT (This section not used)
1.03 TRAFFIC CONTROL PLANS (This section not used)
1.04 RAILROAD (This section not used)
1.05 STORMWATER POLLUTION PREVENTION PLAN (SWPPP)/ GENERAL PERMIT A. Water Pollution Prevention. The Contractor shall plan for and implement temporary construction BMPs to mitigate the water quality impacts of land disturbance and non- storm water discharges related to construction activities in accordance the Agency’s current Municipal Stormwater Permit and Carlsbad Municipal Code Chapter 15.12. BMPs are the schedules of activities, prohibitions of practices, maintenance procedures and other management practices employed during construction activities to prevent or reduce pollution of bodies of water protected by the federal Clean Water Act (33 U.S.C. § 1251 et seq. ) and the state Porter -Cologne Water Quality Control Act (Water Code , § 13000 et seq.), which include oceans, lagoons, lakes, streams and other sensitive water bodies and water courses. Construction BMPs also include physical devices and structural construction control measures designed to prevent soil erosion from occurring on the Work Site, or that are designed to prevent sediment from leaving the Work S ite, both of which are referred to hereafter as “Water Pollution .” BMPs are also intended to protect the health, safety and welfare of the public and to prevent damage to adjoining public and private property resulting from construction activities.
B. The Contractor shall immediately notify the Agency if there is a non-stormwater discharge to the storm drain conveyance system resulting from the Work or P roject-related activities. In addition, the Contractor shall, within 24 hours, submit a written report to the Engineer describing the incident and corrective actions taken. If for any reason the Engineer detects Water Pollution, before notification by the Contractor, this written
01 41 26 PERMIT REQUIREMENTS Date Printed: July 3, 2024 Document Version: 1.0 Current Update: December 2023
report shall also include an explanation of why the Contractor had not timely notified the Engineer.
C. Implementation Costs. Preparation, implementation and management of Water Pollution prevention activities are incidental to the items of Work and Agency shall not make additional payment to Contractor for these costs.
1.04 OTHER PERMIT (This section not used)
PART 2 PRODUCTS (NOT USED)
PART 3 EXECUTION (NOT USED)
END OF SECTION
01 50 00 TEMPORARY FACILITIES AND CONTROLS Date Printed: July 3, 2024 Document Version: 1.0 Current Update: December 2023
01 50 00 TEMPORARY FACILITIES AND CONTROLS
PART 1 GENERAL
1.01 PAYMENT (This section not used)
1.02 FIELD OFFICE (This section not used)
1.03 WATER
a. All water required for and in connection with the Work to be performed will be furnished by Agency in the vicinity of the Site without charge to Contractor, provided:
a. Contractor shall procure such water in the location and in the manner designated by Engineer.
b. Contractor at its own expense shall make authorized connections and provide means for delivering the water to the Site.
c. Contractor shall provide adequately against waste and needless use of water.
1.04 POWER
a. Power for heating, lighting, and operation of Contractor's equipment in connection with the Work to be done under this Contract shall be available from the Agency without charge to Contractor, subject to the following conditions:
1. The existing systems at shall remain in operation and may be utilized by Contractor to the extent available.
2. Existing lighting systems at each location may be utilized by Contractor to the extent available. Any necessary additional or temporary lighting systems shall be provided by Contractor at no additional cost to Owner.
3. Contractor at its own expense shall make authorized connections to the existing power sources and shall extend temporary service lines to the required areas.
Temporary wiring shall conform to Article 305 of the NEC.
4. Contractor shall at all times provide adequately against waste and needless use of power. Electrical power shall be used only in such quantities as will not interfere with Owner's requirements, and care shall be taken not to overload the existing facilities. Contractor shall provide any additional or temporary electrical power or power of other voltages it may require for prosecution of the Work. b. These provisions shall not be construed as a guarantee by Agency of the uninterrupted continuation of power, and interruptions beyond the control of Agency shall not be reason for claims for additional costs nor for extensions of time. Contractor shall provide, at no additional cost to Agency, any necessary power required for prosecution of the Work during such interruptions.
1.05 SANITARY FACILITIES
a. Contractor shall furnish temporary sanitary facilities at the Site, as provided in the Contract, for the needs of all construction workers and others performing Work or furnishing services on the Project.
b. Sanitary facilities shall be of reasonable capacity, properly maintained throughout the construction period, and obscured from public view to the greatest practical extent. If toilets of the chemically treated type are used, at least 1 toilet will be furnished for each
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20 persons. Contractor shall enforce the use of such sanitary facilities by all personnel at the Site.
1.06 VOICE AND DATA SERVICES (This section not used)
1.07 CONSTRUCTION AIDS
a. Contractor shall furnish, install, maintain, and operate all construction aids required by it and its Subcontractors in the performance of the Work, except as otherwise provided in the Contract.
b. Contractor under Contract shall provide construction aids necessary for the performance of Work by other Contractors on the Project. Such construction aids shall be suitable for conditions encountered and shall include:
1. Elevators and hoists
2. Cranes
3. Temporary enclosures
4. Swing staging
5. Scaffolding
6. Temporary stairs
c. Construction aids shall be furnished without charge to the other Contractors, and all necessary erection, maintenance, and operating personnel shall be included. In the event of conflict, the Contractor furnishing the equipment shall determine priorities in the best interest of the Project.
d. The use of any plant equipment, whether furnished and installed under this Contract or not, including elevators, shop cranes, heating, ventilating, air conditioning, and plumbing fixtures, shall be only with Agency's written permission.
1.08 MAINTENANCE OF TRAFFIC
a. Contractor shall conduct its Work to interfere as little as possible with public travel, whether vehicular or pedestrian. Whenever it is necessary to cross, obstruct, or close roads, driveways, and walks, whether public or private, Contractor shall provide and maintain suitable and safe bridges, detours, or other temporary expedients for the accommodation of public and private travel, and shall give reasonable notice to owners of private drives before interfering with them. Such maintenance of traffic will not be required when Contractor has obtained permission from the Agency and tenant of private property, or from the authority having jurisdiction over public property involved, to obstruct traffic at the designated point.
1.09 BARRICADES AND LIGHTS
a. All streets, roads, highways, and other public thoroughfares which are closed to traffic shall be protected by effective barricades on which shall be placed acceptable warning signs. Barricades shall be located at the nearest intersecting public highway o r street on each side of the blocked section.
01 50 00 TEMPORARY FACILITIES AND CONTROLS Date Printed: July 3, 2024 Document Version: 1.0 Current Update: December 2023
b. All open trenches and other excavations shall have suitable barricades, signs, and lights to provide adequate protection to the public. Obstructions, such as material piles and equipment, shall be provided with similar warning signs and lights. c. All barricades and obstructions shall be illuminated with warning lights from sunset to sunrise. Material storage and conduct of the Work on or alongside public streets and highways shall cause the minimum obstruction and inconvenience to the traveling public. d. All barricades, signs, lights, and other protective devices shall be installed and maintained in conformity with applicable statutory requirements and, where within railroad and highway rights-of-way, as required by the authority having jurisdiction thereover.
1.10 FENCES
a. All existing fences affected by the Work shall be maintained by Contractor until completion of the Work. Fences which interfere with construction operations shall not be relocated or dismantled until written permission is obtained from the owner of the fence, and the period the fence may be left relocated or dismantled has been agreed upon.
Where fences must be maintained across the construction easement, adequate gates shall be installed. Gates shall be kept closed and locked at all times when not in use. b. On completion of the Work across any tract of land, Contractor shall restore all fences to their original or to a better condition and to their original locations.
1.11 PROTECTION OF PUBLIC AND PRIVATE PROPERTY
a. Contractor shall protect, shore, brace, support, and maintain all underground pipes, conduits, drains, and other underground construction uncovered or otherwise affected by its construction operations. All pavement, surfacing, driveways, curbs, walks, buildings, utility poles, guy wires, fences, and other surface structures affected by construction operations, together with all sod and shrubs in yards, parkways, and medians, shall be restored to their original condition, whether within or outside the easeme nt. All replacements shall be made with new materials.
b. Contractor shall be responsible for all damage to streets, roads, highways, shoulders, ditches, embankments, culverts, bridges, and other public or private property, regardless of location or character, which may be caused by transporting equipment, materi als, or workers to or from the Work Site or any part of it, whether by Contractor or its Subcontractors. Contractor shall make satisfactory and acceptable arrangements with the owner of, or the agency or authority having jurisdiction over, the damaged prop erty concerning its repair or replacement or payment of costs incurred in connection with the damage.
c. All fire hydrants and water control valves shall be kept free from obstruction and available for use at all times.
1.12 DAMAGE TO EXISTING PROPERTY
a. Contractor will be held responsible for any damage to existing structures, Work, materials, or equipment because of its operations and shall repair or replace any
01 50 00 TEMPORARY FACILITIES AND CONTROLS Date Printed: July 3, 2024 Document Version: 1.0 Current Update: December 2023
damaged structures, Work, materials, or equipment to the satisfaction of, and at no additional cost to, Agency.
b. Contractor shall protect all existing structures and property from damage and shall provide bracing, shoring, or other work necessary for such protection. c. Contractor shall be responsible for all damage to streets, roads, curbs, sidewalks, highways, shoulders, ditches, embankments, culverts, bridges, or other public or private property, which may be caused by transporting equipment, materials, or workers to o r from the Work Site. Contractor shall make satisfactory and acceptable arrangements with the agency having jurisdiction over the damaged property concerning its repair or replacement.
1.13 TREE AND PLANT PROTECTION
a. All trees and other vegetation which must be removed to perform the Work shall be removed and disposed of by Contractor; however, no trees or cultured plants shall be unnecessarily removed unless their removal is indicated on the Drawings. All trees and plants not removed shall be protected against injury from construction operations. b. Trees considered by Engineer to have any significant effect on construction operations are indicated on the Drawings and those which are to be preserved are so indicated. c. Contractor shall take extra measures to protect trees designated to be preserved, such as erecting barricades, trimming to prevent damage from construction equipment, and installing pipe and other Work by means of hand excavation or tunneling methods. Such trees shall not be endangered by stockpiling excavated material or storing equipment against their trunks.
d. When injuring or removal of trees designated to be preserved cannot be avoided, or when removal and replacement is indicated on the Drawings, each tree injured beyond repair or removed shall be replaced with a similar tree of the nearest size possible. e. All trimming, repair, and replacement of trees and plants shall be performed by qualified nursery workers or horticulturists.
1.14 SECURITY
a. Contractor shall be responsible for protection of the Site, and all Work, materials, equipment, and existing facilities thereon, against vandals and other unauthorized persons.
b. No claim shall be made against Agency by reason of any act of an employee or trespasser, and Contractor shall make good all damage to Agency’s property resulting from Contractor's failure to provide security measures as specified. c. Security measures shall be at least equal to those usually provided by Agency’s to protect Agency’s existing facilities during normal operation, but shall also include such additional
01 50 00 TEMPORARY FACILITIES AND CONTROLS Date Printed: July 3, 2024 Document Version: 1.0 Current Update: December 2023
security fencing, barricades, lighting, watchman services, and other measures as required to protect the Site.
1.15 ACCESS ROADS (This section not used)
1.16 PARKING
a. Contractor shall provide and maintain suitable parking areas for the use of all workers and others performing Work or furnishing services in connection with the Project, as required to avoid any need for parking personal vehicles where they may interfere with public traffic, Agency’s operations, or construction activities.
1.17 NOISE CONTROL
a. Contractor shall take reasonable measures to avoid unnecessary noise. Such measures shall be appropriate for the normal ambient sound levels in the area during working hours. All construction machinery and vehicles shall be equipped with practical sound- muffling devices, and operated in a manner to cause the least noise consistent with efficient performance of the Work.
b. During construction activities on or adjacent to occupied buildings, and when appropriate, Contractor shall erect screens or barriers effective in reducing noise in the building and shall conduct its operations to avoid unnecessary noise which might interfere with the activities of building occupants.
1.18 DUST CONTROL
a. Contractor shall take reasonable measures to prevent unnecessary dust. Earth surfaces subject to dusting shall be kept moist with water or by application of a chemical dust suppressant. When practicable, dusty materials in piles or in transit shall be cove red to prevent blowing dust.
b. Buildings or operating facilities which may be affected adversely by dust shall be adequately protected from dust. Existing or new machinery, motors, instrument panels, or similar equipment shall be protected by suitable dust screens. Proper ventilation shall be included with dust screens.
1.19 TEMPORARY DRAINAGE PROVISIONS
a. Contractor shall provide for the drainage of storm water and such water as may be applied or discharged on the Site in performance of the Work. Drainage facilities shall be adequate to prevent damage to the Work, the Site, and adjacent property. b. Existing drainage channels and conduits shall be cleaned, enlarged, or supplemented as necessary to carry all increased runoff attributable to Contractor's operations. Dikes shall be constructed as necessary to divert increased runoff from entering adjacent property (except in natural channels), to protect Agency’s facilities and the Work, and to direct water to drainage channels or conduits. Ponding shall be provided as necessary to prevent downstream flooding.
01 50 00 TEMPORARY FACILITIES AND CONTROLS Date Printed: July 3, 2024 Document Version: 1.0 Current Update: December 2023
1.20 EROSION CONTROL
a. Contractor shall prevent erosion of soil on the Site and adjacent property resulting from its construction activities. Effective measures shall be initiated prior to the commencement of clearing, grading, excavation, or other operation that will disturb th e natural protection.
b. Work shall be scheduled to expose areas subject to erosion for the shortest possible time, and natural vegetation shall be preserved to the greatest extent practicable. Temporary storage and construction buildings shall be located, and construction traffic routed, to minimize erosion. Temporary fast-growing vegetation or other suitable ground cover shall be provided as necessary to control runoff.
1.21 POLLUTION CONTROL
a. Contractor shall prevent the pollution of drains and watercourses by sanitary wastes, sediment, debris, and other substances resulting from construction activities. No sanitary wastes shall be permitted to enter any drain or watercourse other than sanitary sewers.
No sediment, debris, or other substance shall be permitted to enter sanitary sewers, and reasonable measures shall be taken to prevent such materials from entering any drain or watercourse.
1.22 PEST CONTROL (This section not used)
1.23 RODENT CONTROL (This section not used)
PART 2 PRODUCTS (NOT USED)
PART 3 EXECUTION (NOT USED)
END OF SECTION
2024.001 ALGA NORTE AQUATIC CENTER POOLS AND SPA REPLASTER MARCH 2024 CARLSBAD, CA
AQUATIC DESIGN GROUP SWIMMING POOL GENERAL REQUIREMENTS 13 11 00 - 1
SECTION 13 11 00
SWIMMING POOL GENERAL REQUIREMENTS
PART 1 GENERAL
1.01 WORK INCLUDED
A. The scope of the work included under this Section of the Specifications shall include swimming pool(s) as illustrated on the Drawings and specified herein. The General and Supplementary Conditions of the Specifications shall form a part and be included under this Section of the Specifications. The Swimming Pool Contractor shall provide all supervision, labor, material, equipment, machinery, plant and any and all other items necessary to complete the work.
ALL OF THE WORK IN SECTIONS 13 11 00 - 13 11 07 IS TO BE THE RESPONSIBILITY
OF ONE EXPERIENCED SWIMMING POOL CONTRACTOR PRIMARILY ENGAGED IN THE CONSTRUCTION OF COMMERCIAL PUBLIC-USE SWIMMING POOLS. A SWIMMING
POOL CONTRACTOR SHALL BE CONSIDERED PRIMARILY ENGAGED AS REQUIRED HEREIN IF THE CONTRACTOR DERIVED 50% OF ITS ANNUAL REVENUE FROM
PUBLIC-USE SWIMMING POOL CONSTRUCTION FOR EACH OF THE LAST FIVE YEARS. THE CONTRACTOR MUST HAVE ALSO, IN THE LAST FIVE YEARS CONSTRUCTED AT LEAST FIVE (5) COMMERCIALLY DESIGNED MUNICIPAL AND
PUBLIC-USE SWIMMING POOLS, EACH OF WHICH SHALL HAVE INCORPORATED A MINIMUM SIZE OF 6,000 SQUARE FEET OF WATER SURFACE AREA WITH A
CONCRETE AND CERAMIC TILE PERIMETER OVERFLOW GUTTER AND SELF- MODULATING BALANCE TANK. The Swimming Pool Contractor shall furnish and install the swimming pool structures, finishes, cantilever forming, swimming pool mechanical and electrical systems, and all accessories necessary for a complete, functional swimming pool system, as herein described. Work shall include start-up, instruction of Agency’s personnel, as-built drawings and warranties as required.
1.02 CODES, RULES, PERMITS, FEES
A. The swimming pools shall be constructed in strict accordance with the applicable provisions set forth by authorities having jurisdiction over swimming pool construction and operation in the State of California.
B. The Swimming Pool Contractor shall give all necessary notices, obtain all permits, and pay all government sales taxes, fees, and other costs in connection with their work; file all necessary plans, prepare all documents and obtain all necessary approvals of governmental departments having jurisdiction; obtain all required certificates of inspection for their work and deliver same to the Licensed Design Professional before request for acceptance and final payment for the work.
C. The Swimming Pool Contractor shall include in the work any labor, materials, services, apparatus, or drawings in order to comply with all applicable laws, ordinances, rules and regulations, whether or not shown on Drawings and/or specified. 2024.001 ALGA NORTE AQUATIC CENTER POOLS AND SPA REPLASTER MARCH 2024 CARLSBAD, CA
AQUATIC DESIGN GROUP SWIMMING POOL GENERAL REQUIREMENTS 13 11 00 - 2
D. The Contractor shall submit all required documents and materials to all Governmental Departments having jurisdiction for any substituted materials or products to obtain final approval to installation.
1.03 DESCRIPTION OF WORK
A. Furnish and perform supervision, coordination, all layout, formwork, excavation, hand trim, disposing off-site of all unused material or debris to complete the swimming pool excavation to the dimensions shown on the plans.
B. Furnish and install complete swimming pool structures, including reinforcing steel and cast-in- place or pneumatically placed concrete walls and floors.
C. Furnish and install swimming pool finishes, including ceramic tile and marble plaster or other waterproof finishes.
D. Furnish and install complete swimming pool electrical system(s) from P.O.C. in Mechanical Room, including, but not limited to, underwater lighting systems, water level control systems, timing systems, scoreboards, special effects systems, control circuitry, motor starters, time clocks, bonding, and all conduits, conductors, contactors, and switches between the system(s) and swimming pool(s).
E. After the initial filling of the swimming pool system(s), should any repairs, continuing work, or other Contractor responsibility require drainage or partial drainage of the swimming pool systems, the Swimming Pool Contractor shall be responsible for any subsequent refilling and shall complete the project with the swimming pool system(s) full of water, water in chemical balance, complete in every way, and in full operation.
1.04 ASSIGNED RESPONSIBILITIES AND RELATED WORK
A. It is the intent of this section of the Specifications to clarify Work responsibilities of the trades directly and indirectly involved in construction of the pool systems. All labor, equipment, materials and supplies furnished by the Swimming Pool Contractor per the contractual agreement with the Agency and shall be as directed by the Agency through their Licensed Design Professional.
B.THE SWIMMING POOL CONTRACTOR SHALL NOT SUBCONTRACT ANY PORTION OF
THE SWIMMING POOL CONSTRUCTION OR SWIMMING POOL EQUIPMENT
INSTALLATION TO ANYONE OTHER THAN A CONTRACTOR THAT SATISFIES THE REQUIREMENTS OF SECTION 13 11 00
C. References to “swimming pool systems” shall include the swimming pools, equipment, and accessories.
D. The Agency will provide one complete water filling of the swimming pool(s) but will not assume any responsibility for the swimming pool system(s) until they have been proved fully operational, complete in every way and accepted by the Licensed Design Professional.
1.05 RESPONSIBILITIES OF THE CONTRACTOR
2024.001 ALGA NORTE AQUATIC CENTER POOLS AND SPA REPLASTER MARCH 2024 CARLSBAD, CA
AQUATIC DESIGN GROUP SWIMMING POOL GENERAL REQUIREMENTS 13 11 00 - 3
B. The Contractor shall be responsible for horizontal dimensions and grade elevations accurately from established lines and benchmarks (as indicated on the Drawings) and be responsible for those grades.
C. The Contractor shall provide adequate temporary light, electric power, heat and ventilation per Federal and State OSHA requirements to construct the swimming pool system(s).
D. The Contractor shall not permit any heavy equipment activity over any area or within five (5) feet of any area under which swimming pool piping is buried. There shall be no exceptions to this requirement.
E. The Contractor shall keep the swimming pool excavation(s) and swimming pool structure(s) free of construction residue and waste materials of their workmen or Contractors, removing said material from the swimming pools as required.
F. The Contractor shall protect the swimming pool(s) from damage caused by their construction equipment and /or workmen and Contractors.
G. The Contractor shall provide a representative at time of swimming pool start-up to coordinate all trades related to swimming pool system(s).
H. The Contractor shall furnish and install all conduits, conductors, panels, circuits, switches and equipment for area lighting as required by code, shown on the Drawings, and herein specified.
I. All equipment, material and installation as required shall conform to NEC Article 680 (latest revision), State and Local Codes, and as may be required by all authorities having jurisdiction over swimming pool construction within the State of California.
J. The Contractor shall provide a representative at time of swimming pool start-up to coordinate work related to swimming pool system(s).
1.08 INTENT
A. It is the intention of these specifications and Drawings to call for finished work, tested and ready for operation. Wherever the work “provide” is used, it shall mean “furnish and install complete and ready for use.”
B. Minor details not usually shown or specified, but necessary for proper installation and operation, shall be included in the work, the same as if herein specified or shown.
1.09 SCHEDULE OF VALUES
A. Provide a Schedule of Values for all work specified in each of the technical specifications listed in the table below, regardless of whether the work is performed by the swimming pool contractor or others. Values listed shall be fully burdened, with contractor general conditions, overhead, profit and bonds included. Payments for swimming pool work completed shall not be approved until Schedule of Values has been submitted to and approved by Architect. 2024.001 ALGA NORTE AQUATIC CENTER POOLS AND SPA REPLASTER MARCH 2024 CARLSBAD, CA
AQUATIC DESIGN GROUP SWIMMING POOL GENERAL REQUIREMENTS 13 11 00 - 4
SWIMMING POOL SCHEDULE OF VALUES
No. Section # Description Value
1. 131104 Swimming Pool Ceramic Tile
2. 131105 Swimming Pool Plaster
3. 131106 Swimming Pool Equipment
4. 131107 Swimming Pool Mechanical
Total
1.10 SUBMITTAL PROCEDURES
A. General: Electronic copies of CAD Drawings of the Contract Drawings will not be provided by Architect for Contractor's use in preparing submittals.
B. Coordination: Coordinate preparation and processing submittals with performance construction activities.
1. Coordinate each submittal with fabrication, purchasing, testing, delivery, other submittals, and related activities that require sequential activity. Coordinate transmittal of different types of submittals for related parts of the Work so processing will not be delayed because of need to review submittals concurrently for coordination. a. Architect reserves the right to withhold action on a submittal requiring coordination with other submittals until related submittals are received.
C. Submittals Schedule: Comply with requirements in Division 1 Section "Construction Progress Documentation" for list of submittals and time requirements for schedules performance of related construction activities.
D. Identification: Place a title block on each submittal for identification.
1. Indicate name of firm or entity that prepared each submittal on title block.
2. Provide a space on title block to record Contractor's review and approval markings and action take by Architect.
3. Include the following information on title block for processing and recording action taken:
(See Attached Sample)
a. Project name.
b. Date.
c. Name and address of Contractor.
d. Name of Contractor.
e. Name of Supplier.
f. Name of Manufacturer.
g. Unique identifier, including revision number.
h. Number and title of appropriate Specification Section. i. Drawing number and detail references, as appropriate. j. Other necessary identification.
2024.001 ALGA NORTE AQUATIC CENTER POOLS AND SPA REPLASTER MARCH 2024 CARLSBAD, CA
AQUATIC DESIGN GROUP SWIMMING POOL GENERAL REQUIREMENTS 13 11 00 - 5
2024.001 ALGA NORTE AQUATIC CENTER POOLS AND SPA REPLASTER MARCH 2024 CARLSBAD, CA
AQUATIC DESIGN GROUP SWIMMING POOL GENERAL REQUIREMENTS 13 11 00 - 6
SUBMITTAL FOR: SUBMITTAL TO: CONTRACTOR:
Item Number:
Section Number:
Section Description:
Contractor:
Supplier:
Manufacturer:
Product Code:
Quantity:
Contractor Certification: Contractor's Submittal Stamp:
It is hereby certified that the equipment or
material designated in this submittal is
proposed to be incorporated in the above
named project and is in compliance with the
contract drawings and / or specifications and is
submitted for approval.
Certified by:
Date:
Job
Superintendent:
Revisions:
Architect's Review Stamp and Comments
2024.001 ALGA NORTE AQUATIC CENTER POOLS AND SPA REPLASTER MARCH 2024 CARLSBAD, CA
AQUATIC DESIGN GROUP SWIMMING POOL GENERAL REQUIREMENTS 13 11 00 - 7
F. Deviations: Highlight, encircle, or otherwise identify deviations from the Contract documents on submittal.
G. On all catalogue or cut sheets identify which model or type is being submitted.
H. Transmittal: Package each submittal individually and appropriately for transmittal and handling. Transmit each submittal using a transmittal form.
1. On an attached separate sheet, prepared on Contractor's letterhead, record relevant information, request for data, revisions other than those requested by Architect on previous submittals and deviations from requirements of the Contract documents, including minor variations and limitations. Include the same label information as the related submittal.
2. Include Contractor's certification stating that information submitted complies with requires of the Contract Documents.
3. Transmittal Form: Provide locations on form for the following information:
a. Project name.
b. Date.
c. Destination (To:).
d. Source (From:).
e. Names of Contractor, manufacturer, and supplier.
f. Category and type of submittal.
g. Submittal purpose and description.
h. Remarks.
I. Distribution: Furnish copies of final submittals to manufacturers, Contractors, suppliers, fabricators, installers, authorities having jurisdiction and others as necessary for performance of construction activities. Show distribution on transmittal forms.
J. Use for Construction: Use only final submittals with mark indicating action taken by Architect in connection with construction.
1.12 SURVEYS AND MEASUREMENTS
A. The Swimming Pool Contractor shall base all measurements, both horizontal and vertical, from benchmarks established by the Contractor. All work shall agree with these established lines and levels. The mechanical Drawings do not give exact details as to elevations of piping, exact locations, etc. and do not show all offsets, control lines, pilot lines and other installation details. Verify all measurements at site and check the correctness of same as related to the work.
1.13 DRAWINGS
A. Drawings are diagrammatic and indicate the general arrangement of the systems and work included in the Contractor. Drawings are not to be scaled. The architectural drawings and details shall be examined for exact dimensions. Where they are not definitely shown, this information shall be obtained from the Licensed Design Professional. 2024.001 ALGA NORTE AQUATIC CENTER POOLS AND SPA REPLASTER MARCH 2024 CARLSBAD, CA
AQUATIC DESIGN GROUP SWIMMING POOL GENERAL REQUIREMENTS 13 11 00 - 8
1.14 SWIMMING POOL CONTRACTOR
A. The swimming pool construction work as herein described and specified in Division 13 of the Project Manual shall be the complete responsibility of a qualified and specifically licensed (C- 53 license classification within the State of California) Swimming Pool Contractor with extensive experience in commercial public use swimming pool installations.
B. Contractor certifies that it meets the qualifications and experience requirements established in Swimming Pool General Requirements, Section 13 11 00, as follows:
1. Contractor has derived 50% of its annual revenue from public-use swimming pool construction for each of the last five (5) years.
2. Contractor has, in the last five (5) years, constructed at least five (5) commercially designed municipal and public-use swimming pools, each of which have incorporated a minimum size of 6,000 square feet of water surface area with a concrete and ceramic tile perimeter overflow gutter and self-modulating balance tank.
3. The following list of projects meet the requirements of section (b) above and the contact as reference by the Contractor, the Awarding Authority of their agent or designee. a. Agency:
Scope of Project:
Contact Person:
Phone Number:
Architect for Project:
b. Agency:
Scope of Project:
Contact Person:
Phone Number:
Architect for Project:
c. Agency:
Scope of Project:
Contact Person:
Phone Number:
Architect for Project:
d. Agency:
Scope of Project:
Contact Person:
Phone Number:
Architect for Project:
e. Agency:
Scope of Project:
Contact Person:
Phone Number:
Architect for Project:
2024.001 ALGA NORTE AQUATIC CENTER POOLS AND SPA REPLASTER MARCH 2024 CARLSBAD, CA
AQUATIC DESIGN GROUP SWIMMING POOL GENERAL REQUIREMENTS 13 11 00 - 9
C. Swimming Pool Contractor certifies that it meets the qualifications and experience requirements established in Swimming Pool General Requirements, Section 13 11 00, as follows:
1. Contractor has, in the last five (5) years, constructed at least five (5) commercially designed cantilevered pool decks over perimeter gutters, each of which have incorporated a minimum size of 6,000 square feet of water surface area of the swimming pool.
2. The following list of projects meet the requirements of section (B) above and the contact as reference by the Contractor, the Awarding Authority of their agent or designee.
SWIMMING POOL DECK CONTRACTOR
a. Agency:
Scope of Project:
Contact Person:
Phone Number:
Architect for Project:
b. Agency:
Scope of Project:
Contact Person:
Phone Number:
Architect for Project:
c. Agency:
Scope of Project:
Contact Person:
Phone Number:
Architect for Project:
d. Agency:
Scope of Project:
Contact Person:
Phone Number:
Architect for Project:
e. Agency:
Scope of Project:
Contact Person:
Phone Number:
Architect for Project:
1.15 OPERATING INSTRUCTIONS
A. The Swimming Pool Contractor shall determine from actual samples of pool water supplied by the Agency, the proper water management program necessary for maximum operating efficiency and comfort. The Swimming Pool Contractor shall provide the services of 2024.001 ALGA NORTE AQUATIC CENTER POOLS AND SPA REPLASTER MARCH 2024 CARLSBAD, CA
AQUATIC DESIGN GROUP SWIMMING POOL GENERAL REQUIREMENTS 13 11 00 - 10
experienced personnel familiar with this type of pool system operation, in conformance with Section 13 11 05 of the Specifications.
1.16 MAINTENANCE MANUALS
A. The Swimming Pool Contractor shall provide six (6) bound sets for delivery to the Licensed Design Professional of instructions for operating and maintaining all systems and equipment included in this Contract. Manufacturer’s advertising literature or catalog pictures will not be acceptable for operating and maintenance instructions.
B. Bound in ring binders shall be all parts lists, periodic maintenance instructions and troubleshooting guidelines for all pool equipment, including but not limited to filters, pumps, controllers, water chemistry control equipment, etc.
1.17 SECURE FROM THE AGENCY
A. A complete Agency-furnished filling of the swimming pools.
B. The Agency’s assistance, as specified herein, from the time of start-up until final written acceptance of the swimming pool system(s).
C. Chemicals as required for swimming pool operation after Swimming Pool Contractor completes initial water chemistry balance and water treatment during the maintenance period described in Section 13 11 05 of the Specifications.
PART 2 PRODUCTS
NOT USED
PART 3 EXECUTION
NOT USED
END OF SECTION
2024.001 ALGA NORTE AQUATIC CENTER POOLS AND SPA REPLASTER MARCH 2024 CARLSBAD, CA
AQUATIC DESIGN GROUP SWIMMING POOL CERAMIC TILE
13 11 04 - 1
SECTION 13 11 04
SWIMMING POOL CERAMIC TILE
PART 1 GENERAL
1.01 WORK INCLUDED
A. Swimming pool ceramic tile detailed on the Drawings, including, but not limited to, the following:
1. Waterline Face Tile (deep gutter pool/skimmer pool).
2. Gutter Cap Tile (deep gutter pool).
3. Gutter Bullnose Tile (Rim Flow Pool).
4. Bond Beam/Waterline Tile (Rim Flow Pool).
5. Lane Line / Target Tile.
6. Depth Marker Tile (at cantilever deck/skimmer pool).
7. Depth/Caution Marker Tile (Rim Flow Pool).
8. Trim Tile (at underwater steps).
1.02 QUALITY ASSURANCE
A. Qualifications of Workers:
1. The entity performing the work of this Section shall have been successfully engaged in the respective trade for at least five (5) years immediately prior to commencement of the Work.
2. For actual construction operations, use only trained and experienced workers with a minimum of three (3) years experience with the materials and methods specified.
3. Provide at least one person who shall be present at all times during execution of the work of this Section, with a minimum of five (5) years experience with the type of materials being installed, the referenced standards, and who shall direct all Work performed under this Section.
B. Standards: In addition to complying with all pertinent codes and regulations:
1. Manufacture of all tile shall be in accordance with ANSI A-137.1-1976.
2. Install ceramic tile in accordance with the recommendations contained in the 2024 “Handbook for Ceramic Tile Installation” of the Tile Council of America, Inc.
C. Tolerances: Install all swimming pool ceramic tile straight, true, plumb and square within a tolerance horizontally and vertically of 1/8”. Waterline and gutter bullnose tile shall be level to 1/8” (+/- 1/16”) around entire perimeter of swimming pools.
1.03 SUBMITTALS AND SUBSTITUTIONS
A. Provide submittals in conformance with the requirements of Section 01 32 00.
B. Samples: Submit samples of each color and pattern in the specified groups. Character samples can be representative for review prior to screening of actual tile. 2024.001 ALGA NORTE AQUATIC CENTER POOLS AND SPA REPLASTER MARCH 2024 CARLSBAD, CA
AQUATIC DESIGN GROUP SWIMMING POOL CERAMIC TILE
13 11 04 - 2
C. Master Grade Certificate: Prior to opening ceramic tile containers, submit a Master Grade Certificate, signed by the manufacturer of the tile used and issued when the shipment is made, stating the grade, kind of tile, identification marks for the tile containers, and the name and location of the Project.
D. Specifications: Submit manufacturer's recommended installation specifications for the Work.
E. Submit proof of qualifications as specified in Article 1.02.A of this Section.
1.04 PRODUCT HANDLING
A. Delivery: Deliver all materials to the Project Site in the manufacturer’s original unopened containers with all labels intact and legible.
B. Storage: Store all materials under cover in a manner to prevent damage and contamination, and store only the specified materials at the Project site.
C. Protection: Use all means necessary to protect swimming pool ceramic tile before, during and after installation and to protect the installed Work specified in other Sections.
D. Replacements: In the event of damage, immediately make all repairs and replacements necessary to the approval of the Agency.
PART 2 - PRODUCTS
2.01 TILE
A. Waterline Face Tile: (Deep Gutter Pool/Skimmer Pool)
1. Material: All waterline face tile shall be glazed ceramic tile (Group III standard) as manufactured by Dal-Tile or approved equal. Contact Kylie Midura [email protected] 858-344-0019
2. Size: 6 x 6 inches.
3. Color: Dal-Tile #D-129, 'Sky Blue'.
B. Gutter Cap Tile: (Deep Gutter Pool)
1. Material: All gutter cap tile shall be glazed ceramic tile (Group III standard) as manufac- tured by Dal-Tile or approved equal.
2. Size: 2-1/2 x 6 inches (#A-7250).
3. Color: Dal-Tile #D-129, 'Sky Blue'.
C. Gutter Bullnose Tile: (Rim Flow Pool)
1. Material: All gutter bullnose tile shall be unglazed ceramic mosaic tile with absorption rate of less than 1% as manufacturer by Dal-Tile or approved equal.
2. Size: 1 x 2 inches (#C-701).
3. Color: Dal-Tile #D-621 ‘Nautical Blue’.
D. Bond Beam / Waterline Tile: (Rim Flow Pool)
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1. Material: All bond beam tile shall be unglazed ceramic mosaic tile with absorption rate of less than 1% as manufactured by Dal-Tile or approved equal.
2. Size: 1 x 1 inches.
3. Color: Dal-Tile #D-621 ‘Nautical Blue’.
E. Lane Line / Target Tile:
1. Material: Group 3 quality, frost proof unglazed ceramic mosaic tile with absorption rate of less than 1% as manufactured by Dal-Tile or approved equal.
2. Size: 2 x 2 inches.
3. Color: Dal-Tile #D-311, ' Black' in 25-yard direction; Dal-Tile #D-621 ‘Nautical Blue’ in 50-meter direction.
F. Depth Marker Tile (At Cantilever Deck Face/Skimmer Pool):
1. Material: All depth marker tile shall be glazed ceramic tile as manufactured and/or distributed by Dal-Tile, Precision Tile Co., or approved equal.
2. Size: 4-1/4 x 4-1/4 inches or 6 x 6 inch at skimmer pool.
3. Color: Dal-Tile #D-129, 'Sky Blue' with black silk screen numbers at skimmer pool.
4. Trim: Furnish trim pieces as indicated on the Drawings.
H. Depth/Caution Marker Tile (Rim Flow Bond Beam and Waterline):
1. Material: All lane line/target tile shall be unglazed, ceramic mosaic tile with absorption rate of less than 1% as manufactured by Dal-Tile or approved equal.
2. Size: 1 x 1 inches.
3. Color: Integral color throughout the body of the tile #D-014 'Light Gray' numbers and letters on Dal-Tile #D-621 “Nautical Blue’ field.
I. Trim Tile (on underwater steps):
1. Material: Group 3 quality, frost proof unglazed ceramic mosaic tile with absorption rate of less than 1% as manufactured by In-Lays or approved equal.
2. Size: 1 x 2 inches x 6" long.
3. Color: Dal-Tile #D-311, ‘Black.”.
2.02 MORTAR
A. Laticrete 3701 fortified mortar #LCR-37-1017.
B. Site mortar mix shall comply with ASTM C270 standards.
1. Sand for Mortar: Comply with requirements of fine aggregate for concrete.
2. Cement: Type 1 portland cement, conforming to ASTM C150.
3. Hydrated Lime: Conforming to ASTM C206 or 207, Type S.
4. Water: From a potable source.
C. Water: From a potable source.
D. Mortar shall meet ASTM C627.
2.03 THIN SET MORTAR
A. Laticrete 254 Platinum. Laticrete, Custom or equal.
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B. Water from a potable source.
C. Mortar shall meet ASTM C627.
2.04 GROUT
A. All tile grout shall be waterproof grout complying with the recommendations of referenced standards. Grout color shall be grey for dark backgrounds, white for light backgrounds (verify colors with Architect).
2.05 OTHER MATERIALS
A. All other materials, not specifically described but required for a complete and proper installation of ceramic tile as indicated on the Drawings, shall be new, first quality of their respective kinds, and subject to the approval of the Agency’s Representative.
PART 3 - EXECUTION
3.01 SURFACE CONDITIONS
A. Inspection:
1. Prior to all Work of this Section, carefully inspect the installed Work of other trades and verify that all such Work is complete to the point where this installation may properly commence.
2. Verify that ceramic tile can be installed in accordance with the original design and all referenced standards.
B. Discrepancies:
1. In the event of discrepancy, immediately notify the Licensed Design Professional.
2. Do not proceed with installation in areas of discrepancy until all such discrepancies have been fully resolved.
3. Failure to notify the Licensed Design Professional and give written notice of discrepancies shall constitute acceptance by the Contractor of existing conditions as fit and proper to receive its Work.
3.02 INSTALLATION
A. Method:
1. Install all ceramic tile in strict accordance with installation method P601-90 of the 2024 Handbook for Ceramic Tile Installation of the Tile Council of America, Inc.
2. Be certain to install all ceramic tile perfectly level, flush, plumb, and to the finish grades and elevations indicated on the Drawings.
B. Interface:
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1. Carefully establish and follow the required horizontal and vertical elevations to insure proper and adequate space for the work and materials of other trades.
2. Coordinate and cooperate as required with other trades to insure proper and adequate interface of ceramic tile Work with the Work of other trades.
3.03 GROUTING
A. Follow grout manufacturer's recommendations as to grouting procedures and precautions.
B. Remove all grout haze, observing grout manufacturer's recommendations as to use of acid and chemical cleaners.
3.04 EXTRA STOCK
A. Provide one (1) unopened box of extra tile for 2.01A, 2.01B, 2.01C and 2.01F for Agency’s use at a future time.
3.05 CLEAN-UP
A. Upon completion of the swimming pool ceramic tile installation, thoroughly clean and polish the exposed surfaces of tile work. Completely clean work area of debris and rubbish occa- sioned by this Work and dispose of to the approval of the Licensed Design Professional.
END OF SECTION
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AQUATIC DESIGN GROUP SWIMMING POOL PLASTER
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SECTION 13 11 05
SWIMMING POOL PLASTER
PART 1 GENERAL
1.01 WORK INCLUDED
A. Swimming pool plaster and waterproofing of swimming pool structures as indicated on the Drawings and herein specified.
B. Start-up and operation instructions to Agency’s operations and maintenance personnel and properly balance swimming pool water chemistry until the Agency takes occupancy.
1.02 QUALITY ASSURANCE
A. Qualifications of Workers:
1. The entity performing the work of this Section shall have been successfully engaged in the respective trade for at least five (5) years immediately prior to commencement of the Work.
2. For actual construction operations, use only trained and experienced workers with a minimum of three (3) years experience with the materials and methods specified.
3. Provide at least one person who shall be present at all times during execution of the work of this Section, with a minimum of five (5) years experience with the type of materials being installed, the referenced standards, and who shall direct all Work performed under this Section.
B. Standards: Swimming pool plaster shall conform with requirements of Chapter 31B of California Building Code, 2022 edition. In addition, meet requirements of applicable portions of most current edition of the “Technical Manual,” National Plasterers Council, Wauconda, Illinois.
C. Start-up:
1. Furnish a swimming pool water chemistry consultant, with a minimum of five (5) years experience, possessing either AFO (Aquatic Facility Operator) or CPO (Certified Pool Operator) certification(s), to supervise and properly balance swimming pool water chemistry.
2. Demonstrate to the Agency that all systems are fully operational and that calcium hardness, total alkalinity, chlorine residual and pH levels are within specified limits.
3. Standards: Furnish labor and chemicals as required to condition the water properly to the following specifications:
a. Calcium Hardness:200-400 parts per million (PPM)
b. Total Alkalinity: 80-100 PPM
c. Chlorine Residual:1.00 to 2.0 PPM
d. pH Factor: 7.2 to 7.6
1.03 SUBMITTALS AND SUBSTITUTIONS
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A. Provide submittals in conformance with the requirements of Section 01 32 00.
B. Submit proof of qualifications as specified in Article 1.02.A and 1.02.C.1 of this Section.
1.04 PRODUCT HANDLING
A. Delivery: Deliver materials to the Project Site in the manufacturer's original unopened containers with all labels intact and legible.
B. Storage: Store materials under cover in a manner to prevent damage and contamination, and store only the specified materials at the Project Site.
C. Protection: Use all means necessary to protect the swimming pool plaster before, during, and after installation and to protect the installed Work specified in other Sections.
D. Replacements: In the event of damage, immediately make all repairs and replacements necessary to the approval of the Agency.
1.05 ENVIRONMENTAL CONDITIONS
A. No plastering shall be done under unsuitable conditions of weather or temperature. No plastering shall be done when prevailing temperature is 40 degrees Fahrenheit or less.
B. Do not install plaster during rain and, if rain commences after plastering has begun, immediately protect the plaster from rain by all means necessary until the plaster has set.
C. Do not install plaster during wind greater than 10 mph and, if wind commences after plastering has begun, immediately protect the plaster from wind by all means necessary until the plaster has set.
PART 2 PRODUCTS
2.01 CEMENT / AGGREGATE
A. Luna Quartz® tiny pebble finish by Wet Edge Technologies. Altima® quartz finish by Wet Edge Technologies. Pebble-Fina® pool finish by Pebble Technologies. Wet Edge Technologies, Pebble Technologies, Commercial Quartz or equal.
2.03 COLOR
A. All swimming pool plaster shall be white in color. Wet Edge Technologies shall be Luna Quartz® “Polar White”. Wet Edge Technologies shall be Altima® “White”. Pebble Technology shall be Pebble-Fina® “Classico”. Commercial Quartz ‘Commercial White’. Contractor to obtain written approval on selected pebble color from the local Health Department prior to installation. Submit cut sheet, color sample and written approval for review by Architect and Agency.”
2.03 WATER
A. Water for swimming pool plaster shall be clean and free from injurious amounts of acid, alkali, and organics.
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2.04 GUTTER, PUMP PIT, BACKWASH PIT & SURGE CHAMBER WATERPROOFING A. Xypex, Miracote Miraflex Membrane C Hycrete Waterproofing System or approved equal. Mix and apply per manufacturer’s recommendations for specific application. Color shall be Gray.
PART 3 EXECUTION
3.01 SURFACE CONDITIONS
A. Inspection:
1. Prior to Work of this Section, carefully inspect the installed Work of other trades and verify that all such Work is complete to the point where this installation can properly commence.
2. Verify that swimming pool plaster can be installed in accordance with the original design and all referenced standards, including proprietary application techniques and application training/certifications.
B. Discrepancies:
1. In the event of discrepancy, immediately notify the Licensed Design Professional.
2. Do not proceed with installation in areas of discrepancy until all such discrepancies have been fully resolved.
3. Failure to notify the Licensed Design Professional and give written notice of discrepancies shall constitute acceptance by the Contractor of existing conditions as fit and proper to receive the Work.
3.02 INSTALLATION OF GUTTER, PUMP PIT, BACKWASH PIT & SURGE CHAMBER WATERPROOFING A. Provide two (2) coats of the specified gutter and surge chamber waterproofing prior to plastering the swimming pool. Prepare surfaces to receive waterproofing and cure in conformance with manufacturer's recommendations. Provide steel trowel application method to ensure uniform smooth, dense surface finish.
3.03 INSTALLATION OF POOL PLASTER
A. Outdoor Pools or Spas:
1. Completion of other work: DO NOT commence plastering of swimming pool(s) or spa(s) until the following conditions have been met:
a. The Health Department and/or other governing agencies have approved the pool(s) and/or spas) for plaster.
b. All concrete pool deck construction is complete and the pool decks have been thoroughly cleaned.
c. All landscaping in areas adjacent to the pool(s) or spa(s) is complete and the landscape irrigation system is operable.
d. All painting in the pool area is complete.
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e. All welding and grinding in locations adjacent to the pool area are complete. f. The backwash sewer connection is complete.
g. Pool(s) and/or spa(s) area(s) perimeter fencing installation is complete. h. All trash and debris have been removed from areas adjacent to the pool(s) or spa(s), particularly those areas that are normally upwind from the pool(s) or spa(s). i. All dust raising construction and/or activities in areas adjacent to the pool(s) or spa(s) are complete or mitigated.
j. The circulation pump(s) is/are operational.
k. The mechanical system has been flushed sufficiently to remove all dirt and debris from the piping system.
l. All necessary chemicals (Chorine, pH adjuster, Sodium Bicarbonate and Calcium Chloride or any other required chemicals) are on site and ready for use. m. Obtain written approval from the Agency and the Architect.
B. Contractor accepts all liability from damage done to the pool plaster if the pool(s) or spa(s) is (are) plaster before the completion of the above listed items or without the written approval of the Agency and the Architect.
C. POOL PLASTER AUTHORIZATION FORM:
1. The pool(s) and or spa(s) at Alga Norte Aquatic Center is/are hereby approved for the installation of the pool plaster. Pursuant to the requirements of specification section 13 11 05, paragraph 3.03.
Agency Date
Architect / Project Manager Date
D. Preparation:
1. Do not apply plaster over dirt, rust, scale, grease, moisture, scuffed surfaces or conditions otherwise detrimental to the formation of a durable plaster finish.
2. Consult with manufacturer on application to specific surfaces being treated. Follow manufacturer's recommendation for curing of cast-in-place concrete or shotcrete surfaces prior to application of plaster.
3. Protect ceramic tile, decking, deck equipment, gratings, fittings and other items by suitable covering or masking.
4. Mask or remove all hardware, hardware accessories, machined surfaces, plates, lighting fixtures and similar items in place not to receive pool plaster. Following completion of plaster for each space or area remove masking. Re-install all removed items utilizing workers skilled in the trades involved.
E. Application:
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1. Finish shall be applied to a uniform thickness of 3/8” to ½” over the entire surface. The walls shall be scratch-coated followed by a finish coat. Material applied to the floor after the walls have been applied shall be accelerated to assure uniform setting time throughout the pool surface.
2. Float the plaster to a uniform plane and trowel to a smooth, dense, impervious surface using extreme care to avoid stains.
3. Take special care in finishing around pool fittings, making sure to mask off or plug openings so as not to fill such openings with excess plaster. Be certain to completely enclose pool fittings with plaster to insure a leak-proof seal around pipes, fittings, lights, anchors, etc.
4. Accurately interface with the finish planes of items installed by other trades.
5. Quartz and pebble plaster finish is to be applied by a licensed applicator as approved by the manufacturer, and in accordance with manufacturer’s training.
3.04 CURING
A. Preparation: Anticipate the need for required equipment and have all such equipment immediately available for use upon completion of pool plastering.
B. Pool Filling:
1. After the plaster has sufficiently dried and before drying has proceeded to a damaging point, cure the plaster by gradually filling the pool with water, preventing all damage to finished plaster surfaces.
2. Flow the water continuously until the pool is filled.
3. When the weather is hot and/or water pressure is low, keep the pool walls damp while the pool is filling.
4. Coordinate with Contractor to ensure that the pool is continuously monitored while filling to prevent overfill.
3.05 EQUIPMENT ACTIVATION
A. All water chemistry and filtration mechanical equipment shall be operational upon filling of pool after plaster. Chemicals and other related support items as supplied by Contractor, shall be in supply at start-up.
B. For the first fourteen (14) calendar days after completion of the pool plaster, brush all plastered surfaces at least twice a day and coordinate with General Contractor to ensure that the plaster is carefully maintained after the initial fourteen-day period. In addition, coordinate with the Contractor to ensure that pool filtration equipment is continuously running during the initial fourteen-day period.
C. Start-up and provide qualified personnel to operate pool equipment for a period not less than fourteen (14) days after the pool is placed in operation, or until the Agency takes occupancy of the facility or letter of substantial completion. During this time, Contractor shall instruct and supervise the Agency's personnel in the various operating and maintenance techniques involved. Contractor shall be responsible for supply of chemicals during this not less than fourteen (14) day period and at time of turnover to Agency, chemical storage tanks shall be full. (Agency's personnel shall be fully trained and capable of assuming swimming pool maintenance tasks, training may begin before Agency takes occupancy).
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3.06 CLEAN-UP
A. Upon completion of swimming pool plaster, remove all materials, equipment and debris occasioned by this Work and leave the job site in a clean and presentable condition. Perform all such clean-up to the approval of the Agency’s Representative.
3.07 WARRANTY
A. All applicators must provide a minimum of five (5) year warranty for application and workmanship additional to the manufacturer’s warranty for product.
END OF SECTION
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AQUATIC DESIGN GROUP SWIMMING POOL EQUIPMENT
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SECTION 13 11 06
SWIMMING POOL EQUIPMENT
PART 1 GENERAL
1.01 WORK INCLUDED
A. Swimming pool equipment items required for this Work as indicated on the Drawings and specified herein.
1.02 QUALITY ASSURANCE
A. Qualifications of Workers:
1. The entity performing the work of this Section shall have been successfully engaged in the respective trade for at least five (5) years immediately prior to commencement of the Work.
2. For actual construction operations, use only trained and experienced workers with a minimum of three (3) years experience with the materials and methods specified.
3. Provide at least one person who shall be present at all times during execution of the work of this Section, with a minimum of five (5) years experience with the type of materials being installed, the referenced standards, and who shall direct all Work performed under this Section.
B. All equipment supplied or work performed shall comply with regulations governing public swimming pools and spas as contained within Chapter 31 of California Building Code, 2022 edition.
1.03 SUBMITTALS AND SUBSTITUTIONS
A. Provide submittals in conformance with the requirements of Section 01 32 00.
B. Required submittals include:
1. Swimming Pool Fittings as specified in Article 2.01 of this Section.
C. Submit proof of qualifications as specified in Article 1.02.A of this Section.
D. The equipment shown on the plans represent the first listed items in the technical specifications. The Contractor shall be responsible for all required field coordination and installation of any approved equal product to provide a fully working and warranted system.
The Contractor shall submit detailed shop drawings for any products used other than the first listed specified items. Contractor provided shop drawings shall include details and quality equal to the original plans and construction documents. The Contractor shall provide any and all required engineering including but not limited to structural and anchorage requirements for any proposed equipment other than the first listed specified equipment. The Contractor is responsible to provide a factory certified representative(s) to start-up and provide on-site training for all swimming pool mechanical equipment provided. 2024.001 ALGA NORTE AQUATIC CENTER POOLS AND SPA REPLASTER MARCH 2024 CARLSBAD, CA
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1.04 PRODUCT HANDLING
A. Protection: Use all means necessary to protect swimming pool equipment items before, during and after installation and to protect the installed work specified in other Sections.
B. Replacements: In the event of damage, immediately make all repairs and replacements necessary to the approval of the Licensed Design Professional.
PART 2 PRODUCTS
2.01 FITTINGS
A. Main Drain Frame & Grate (18” x 54” x 34”): Lawson Aquatics Super Sump, #F1-SG-1854- 34(F2), two (2) required; 18” x 18” #MLD-SG-1818, four (4) required, 9” x 9” #MLD-SG-0909, two (2) required. Provide four (4) Hayward #SP-1056 1-1/2" collector tubes and four (4) #SP-1055 1- 1/2" hydrostatic relief valves, one per main drain sump. Contractor shall provide to the Agency a Certificate of Compliance, signed by a licensed design professional, for main drain sump(s) and frame(s) and grate(s), as required by the Virginia Graeme Baker Act B. Floor Return Inlet 1-1/2” Adjustable: StaRite #08417-0000, United Industries, or approved equal.
One hundred thirty four (134) Replace all covers complete.
C. Wall Return Inlet 1-1/2" Adjustable: ‘StaRite’ #08429-0000, United Industries, or approved equal.
Eight (8) required.
D. Hydrotherapy Jets: ‘Waterway’ #2123440, or Anzen #7 7/16” orifice, or approved equal. Replace eyeball fittings. Seventeen (17) required.
E. Swimming Pool Underwater Lights: #601307 Intellibrite 5G LED White Pool Lights – 120V, 55W (500 Watt equivalent), with adjustable lens to provide choice of “wide” or “narrow” angle light beam. Stainless steel niches, Pentair #78210600 with 1” hubs, or approved equal. Fifty-three (53) required.
PART 3 EXECUTION
3.01 SURFACE CONDITIONS
A. Inspection:
1. Prior to installing the items of this Section, carefully inspect the installed Work of other trades and verify that all such Work is complete to the point where this installation may properly commence.
2. Verify that the swimming pool equipment items may be installed in strict accordance with original design, pertinent codes and regulations, and the manufacturers' recommendations.
B. Discrepancies:
1. In the event of discrepancy, immediately notify the Licensed Design Professional.
2. Do not proceed with installation in areas of discrepancy until all such discrepancies are fully 2024.001 ALGA NORTE AQUATIC CENTER POOLS AND SPA REPLASTER MARCH 2024 CARLSBAD, CA
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resolved.
3. Failure to notify the Licensed Design Professional give written notice of discrepancies shall constitute acceptance by the Installer of existing conditions as fit and proper to receive its Work.
3.02 INSTALLATION
A. Supply and install items of swimming pool equipment in strict accordance with applicable codes and regulations, the original design, and the manufacturer's published recommendations, anchoring firmly and securely for long life under hard use.
B. Coordinate with other trades to insure all imbedded items are set plumb and flush. Railing ends must have anchor sockets and escutcheon plates. Be certain that deck equipment and railings are properly bonded prior to imbedding.
C. All equipment shall be braced and/or anchored to resist a horizontal force acting in any direction using the criteria shown on the Drawings.
3.03 INSTRUCTION
A. The Contractor shall provide a factory certified representative(s) to start-up and certify proper installation, operation and full warranty status of all swimming pool mechanical equipment. The Contractor shall provide not less than two 8-hour days of on-site training for facility staff in the operation and maintenance of the swimming pool mechanical equipment and systems. The two 8-hour days shall be separated by a minimum of seven calendar days and be completed within the 14-day start-up period.
3.04 EQUIPMENT ACTIVATION
A. All water chemistry and filtration mechanical equipment shall be operational upon filling of pool after plaster. Chemicals and other related support items as supplied by Contractor, shall be in supply at start-up.
B. For the first fourteen (14) calendar days after completion of the pool plaster, brush all plastered surfaces at least twice a day and coordinate with General Contractor to ensure that the plaster is carefully maintained after the initial fourteen-day period. In addition, coordinate with the Contractor to ensure that pool filtration equipment is continuously running during the initial fourteen-day period.
C. Start-up and provide qualified personnel to operate pool equipment for a period not less than fourteen (14) days after the pool is placed in operation, or until the Agency takes occupancy of the facility or letter of substantial completion. During this time, Contractor shall instruct and supervise the Agency's personnel in the various operating and maintenance techniques in- volved. Contractor shall be responsible for supply of chemicals during this not less than fourteen (14) day period and at time of turnover to Agency, chemical storage tanks shall be full. (Agency's personnel shall be fully trained and capable of assuming swimming pool maintenance tasks, training may begin before Agency takes occupancy).
3.05 CLEAN-UP
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A. Upon completion of swimming pool equipment, remove all debris, materials and equipment occasioned by this Work to the approval of the Licensed Design Professional.
END OF SECTION
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AQUATIC DESIGN GROUP SWIMMING POOL MECHANICAL
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SECTION 13 11 07
SWIMMING POOL MECHANICAL
PART 1 GENERAL
1.01 WORK INCLUDED
A. Swimming pool mechanical piping as indicated on the Drawings for circulation and filtration systems, pool water heating systems, chemical control systems, booster pump systems and appurtenances.
B. Domestic water system from points of connection within swimming pool mechanical equipment room to make-up water system.
C. Filter backwash piping to point of connection with backwash retention pit as required.
1.02 QUALITY ASSURANCE
A. Qualifications of Workers:
1. The entity performing the work of this Section shall have been successfully engaged in the respective trade for at least five (5) years immediately prior to commencement of the Work.
2. For actual construction operations, use only trained and experienced workers with a minimum of three (3) years experience with the materials and methods specified.
3. Provide at least one person who shall be present at all times during execution of the work of this Section, with a minimum of five (5) years experience with the type of materials being installed, the referenced standards, and who shall direct all Work performed under this Section.
B. Standards:
1. All equipment supplied or work performed shall comply with Chapter 31 of California Building Code, 2022 edition.
2. Work shall be performed in accordance with the applicable editions of all National, State and local codes, laws, regulations and ordinances, including the following:
a. American National Standards Institute (ANSI).
b. American Society for Testing Materials (ASTM).
c. American Waterworks Association (AWWA).
d. American Welding Society (AWS).
3. Do not construe anything in the Drawings or Specifications to permit Work not conforming to these requirements.
1.03 SUBMITTALS AND SUBSTITUTIONS
A. Provide submittals in conformance with the requirements of Section 01 33 00. 2024.001 ALGA NORTE AQUATIC CENTER POOLS AND SPA REPLASTER MARCH 2024 CARLSBAD, CA
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B. Required submittals include:
1. Pipe and Fittings as specified in Article 2.02 of this Section.
2. Valves as specified in Article 2.03 of this Section.
3. Pressure / Vacuum Gauges as specified in Article 2.04 of this Section.
4. Pipe Hangers and Supports as specified in Article 2.05 of this Section.
5. Sleeves and Waterstops as specified in Article 2.06 of this Section.
C. Submit proof of qualifications as specified in Article 1.02.A of this Section.
1.04 PRODUCT HANDLING
A. Delivery: Deliver all materials to the Project Site in the manufacturer’s original unopened containers with all labels intact and legible.
B. Storage: Store all materials under cover in a manner to prevent damage and contamination, and store only the specified materials at the Project site.
C. Protection: Use all means necessary to protect swimming pool mechanical items before, during and after installation and to protect the installed Work specified in other Sections.
D. Replacements: In the event of damage, immediately make all repairs and replacements necessary to the approval of the Agency and at no additional cost to the Agency.
1.05 JOB CONDITIONS
A. Cooperate with entities performing Work specified in other Sections to so that no conflict of new construction or occupied space may occur. Should any installation Work be done without such craft coordination, that Work so installed shall be removed and re-installed.
PART 2 PRODUCTS
2.01 PRODUCT QUALITY
A. Materials and equipment shall be new, of the best quality for the purpose intended, and shall be clearly marked with the manufacturer's name and nameplate data or stamp and rating. As far as practicable, materials and equipment shall be of one manufacturer.
2.02 PIPE AND FITTINGS
A. PVC Schedule 40: Type 1, normal impact, NSF approved for solvent welding applications, ASTM Specification D-1785, color shall be white. Dura, Lasco, or approved equal.
B. PVC Schedule 80: Type 1, normal impact, NSF approved for solvent welding applications, ASTM Specification D-1785, color shall be gray. Dura, Lasco, or approved equal.
C. CPVC Schedule 80 Influent/Effluent Heater Piping: Type 1, normal impact, NSF approved for 2024.001 ALGA NORTE AQUATIC CENTER POOLS AND SPA REPLASTER MARCH 2024 CARLSBAD, CA
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solvent welding applications, ASTM Specification D-1785, color shall be gray. Dura, or Lasco.
D. PVC DR25: Conforming to ATSM D-1784, use with epoxy coated bell and spigot-type fittings or epoxy coated mechanical joint by flange adapters with epoxy coated cast iron fittings as specified in Article 2.02 (F), below. Johns-Manville "Big Blue", Diamond Plastics, or approved equal.
E. Copper Tubing: ASTM Specification B-88, hard drawn, with ANSI Standard B16.22 wrot copper fittings.
F. Steel: ASTM Specification A-120, Schedule 40 black or galvanized pipe with ASTM A-47 150 lb. banded malleable iron threaded fittings.
G. Cast Iron: ASTM Specification B16.1, cast iron flanged fittings, provide epoxy coating as required for use with chlorinated water.
2.03 VALVES
A. Ball Valves:
1. For pool system: True-Union design, PTFE seat material with FPM or FKM Double O- ring stem seals, locking handle, NSF certified. PVC schedule 80 body for below grade installation. PVC Schedule 80 body for above grade installation. Furnish ball valves on all pip diameters 2 ½” or less with a rating of at least 200psi at 73° F, Asahi, Ipex or Nibco.
2. For copper pipe system: 3-piece full-port Bronze body valve with Teflon seat, ‘Apollo’, ‘Nibco’ or approved equal.
B. Butterfly Valves:
1. Epoxy coated cast or ductile iron body, 316 stainless steel disc and stem, viton seat material, furnish hand wheel/gear operators on all valves 8" and larger. DeZurick, Keystone, Ipex or equal.
2. PVC body, PVC disc and EPDM construction suitable for chlorinated water applications.
Stem shall be of 316 stainless steel and non-wetted. Valves shall be self-gasketed design with a convex sealing arrangement. Valves 1-1/2” – 10” shall be rated to 150 psi and 12” valves shall be rated to 100 psi at 70°F. Asahi Pool-Pro, no known equal.
C. Check Valves: Wafer-type, epoxy coated cast or ductile iron body, 316 stainless steel plates and shaft, viton seat material. Centerline, Metraflex, or approved equal.
D. Surge Chamber Float Valve: EPD #2-0020-231 Float Control Valve at competition pool, 12" line size, two (2) total and EPD #2-0020-229 float control valve at instructional pool, 8" line size as manufactured by Environmental Products Division of Doughboy Recreational, Rancho Cucamonga, CA, no known equal.
E. Surge Chamber Isolation Valve: Butterfly valve, tapped lug style, bronze body, stainless steel 2024.001 ALGA NORTE AQUATIC CENTER POOLS AND SPA REPLASTER MARCH 2024 CARLSBAD, CA
AQUATIC DESIGN GROUP SWIMMING POOL MECHANICAL
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stem, bronze disc, phenolic back-up ring, EPT seat material. Provide stainless steel shaft extension, shaft housing and tool operator located 2’-0” above floor level with deck access grate as required. DeZurick, Keystone, Asahi, Spears, Ipex or approved equal.
F. RP Backflow Preventer: Febco #835-B for 2" and smaller; #825 for 2-1/2" and larger. Febco, Watts, or approved equal.
G. Make-up Water Control: Cla-Val make-up water control valve with ductile iron body/cover, bronze trim, globe pattern, Buna-N rubber seals. Pilot system materials to consist of bronze/brass with stainless steel wetted parts and Buna-N rubber seals.
System to include: 100-01 Hytrol valve, CF1-C1KX float control, X46A flow clean strainers, and copper tubing with brass fittings. Float linkage and float rod shall be PVC and brass.
Base plate shall be 316 stainless steel. The plastic float shall be provided with 8’ PVC rod and stops and a brass counter weight. Provide model #124-01AKX available KSI (714) 754-044.
2.04 PRESSURE / VACUUM GAUGES
A. Furnish and install pressure and vacuum gauges on the discharge and suction sides of all pumps. 2” or 2 1/2" diameter dial, bottom connection, chrome ring, shut-off cock and snubber.
Ranges shall be selected to indicate between mid-point and two-thirds of maximum range under design conditions. Marsh, Trerice, or approved equal.
2.05 PIPE HANGERS AND SUPPORTS
A. General:
1. The requirements of this Section relates to various requirements of the Agreement, General and Supplementary Conditions, Specifications, Drawings, and modifying documents which are part of the Construction Contract. Responsibility for coordination of all such applicable requirements will be that of the Contractor.
B. Description:
1. This section provides guidelines and limitations for the support of all mechanical, electrical, plumbing or architectural items from the building structure, and for the seismic bracing of such items.
2. Design and install all support and bracing systems as required for the swimming pool systems. Provide for attachment to portions of the building structure capable of bearing the loads imposed. Design these systems to not overstress the building structure.
C. Quality Assurance:
1. Design and install all support systems to comply with the requirements of the 2022 California Building Code, Chapter 16A.
2. Seismic bracing is to be designed by a professional engineer licensed in the State of California.
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AQUATIC DESIGN GROUP SWIMMING POOL MECHANICAL
13 11 07 - 5
D. Submittals:
1. Submit shop drawings for all substructures and attachment methods.
2. Submit proposed alternative methods of attachment for review and approval by the Architects, prior to deviating from the requirements given below.
3. For all pipe hangers and support systems, submit structural calculations and details which include all resultant forces applied to the building structure and are prepared and signed by the Contractor’s licensed California professional engineer. Calculations will be reviewed for compliance with design criteria, not for arithmetic.
E. Materials:
1. Use Kin-Line, Grinnel, or approved equal.
2. Support all pipelines individually with hangers, each branch having at least one hanger.
Lateral brace as noted and required.
3. Support piping near floor with steel stanchions welded to end plates secured to pipe and floor.
4. Support vertical piping at each floor level. Install coupling in piping at each support.
Coupling shall rest on and transmit load to support. Isolate copper from steel supports with vinyl electrician's tape around pipe and coupling.
5. Use Stoneman "Trisolator," Unistrut, or approved equal, isolators at each hanger and other support points on bare copper tubing system.
6. For PVC pipe, space hangers four (4) feet apart for pipe sizes 1" and under, five (5) feet apart for pipe sizes 1-1/4" to 2", and six (6) feet apart for pipe sizes over 2". Space hangers for horizontal pipes at a maximum of six (6) feet for copper 2" and smaller and for steel 1-1/4" and smaller; ten (10) feet for copper 2-1/2" and larger and for steel 1-1/2" and larger.
7. Size hanger rods, screws, bolts, nuts, etc., according to manufacturer's sizing charts.
8. Trapeze hangers may be used for parallel lines.
9. Use galvanized or stainless steel hangers, attachments, rods, nuts, bolts, and other accessories in pool mechanical room, high humidity areas, or where exposed to weather. Hot dip galvanize all items which are not factory furnished. Plating for hinged movements must be done at the factory.
10. Lateral Bracing: To prevent swaying of the piping systems, provide angle iron bracing and anchor into wall or overhead framing. Piping shall be braced or anchored in such a way as to resist a horizontal force of 50% of its operating weight in any direction.
11. Do not use wire or other makeshift devices for hangers.
12. Furnish all substructures and fasteners required to comply with the limitations given below. Use material as specified in the various sections and as appropriate to their use.
13. Install stainless steel or FRP Unistrut, pipe clamps/hangers, supports/bracing with stainless steel hardware in the chemical storage rooms, surge/balance tanks, or any other corrosive environment.
F. Guidelines & Limitations:
1. Each Contractor will coordinate the load requirements from all subcontractors so that no combination of loads overstresses the building structure or exceed the limitations given below.
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AQUATIC DESIGN GROUP SWIMMING POOL MECHANICAL
13 11 07 - 6
2. Concrete Structure:
a. Support all loads hung from concrete structure with cast-in-place inserts, unless drilled-in anchors are specifically approved in writing prior to placing the concrete. b. Concrete anchors must not penetrate into reinforcing bars. Where the anchors boring indicates the presence of reinforcing bar, patch hole with an epoxy type grout and relocate anchor 12 diameters away.
c. Individual expansion anchors cannot support any loads greater than 300 pounds or manufacturer’s specified load capacity without approval.
3. Steel Structure:
a. Hang no more than 20 pounds per metal deck rib in any span. b. At beams, hang all beam loads greater than 40 pounds concentric to beam, not off the flanges.
c. Attached no loads to the beams or girders greater than the following without specific approval from the architect;
i. Roof beams and girders: 300 pound point load or 600 pound total load for a single span.
G. Seismic Bracing:
1. Design and install seismic bracing to not ground out vibration and sound isolation systems.
2. All items of mechanical and electrical equipment 60” or more in height are to be seismically braced whether such bracing is shown or not.
2.06 SLEEVES AND WATERSTOPS
A. Provide sleeves where work of this Section passes through fire rated partitions, floors and ceilings, concrete slabs or exterior of structure. Caulk clearance space using sealant appropriate for application in conformance with manufacturer's recommendations and Title 24 of California Code of Regulations. 3m, Dow Corning, or approved equal. In lieu of sleeves and caulking, "Link Seal" products may be used.
B. Provide prefabricated waterstops as indicated on the Drawings at all pipe penetrations through structures containing stored water (i.e., swimming pools, balance/surge tanks, etc.) to insure leak-proof seals.
PART 3 EXECUTION
3.01 SURFACE CONDITIONS
A. Inspection:
2024.001 ALGA NORTE AQUATIC CENTER POOLS AND SPA REPLASTER MARCH 2024 CARLSBAD, CA
AQUATIC DESIGN GROUP SWIMMING POOL MECHANICAL
13 11 07 - 7
1. Prior to Work of this Section, carefully inspect the installed Work of other trades and verify that such work is complete to the point where this installation may properly commence.
2. Verify that items of this Section may be installed in accordance with the original design and referenced standards.
B. Discrepancies:
1. In the event of discrepancy, immediately notify the Licensed Design Professional.
2. Do not proceed with installation in areas of discrepancy until all such discrepancies have been fully resolved.
3. Failure to notify the Licensed Design Professional and give written notice of discrepancies shall constitute acceptance by the Contractor of existing conditions as fit and proper to receive his work.
3.02 ABBREVIATIONS AND SYMBOLS
A. Abbreviations and symbols on the Drawings are those most commonly used. Obtain clarification from the Licensed Design Professional on any questionable items before bid.
3.03 GENERAL PIPING REQUIREMENTS
A. Size any section of pipe for which size is not indicated or any intermediate section erroneously shown undersized the same size as the largest pipe connecting to it. Sizes listed are nominal.
B. Cut pipe accurately to job measurements and install without springing or forcing, true to line and grade, generally square with building and/or structures and adequately supported to prevent undue stress on pipe, fittings and accessories.
C. Make changes of direction with manufactured fittings. Street ells, bushings, reducing flanges, close nipples or bending of pipe is not allowed.
D. Use great care to install piping in accordance with best practice. Plastic pipe shall be “snaked” in trenches to allow for thermal expansion.
E. All above grade, below grade and buried or imbedded PVC shall be installed using solvent weld fittings. Also, each and every fitting and pipe end shall be prepared with solvent primer.
Fittings shall be joined individually and with enough time between assembly of adjacent joints to allow them to seal solidly. After joining, an even ring of primer must be visible around the entire fitting. If any fittings are installed without visible primer, the fitting shall be removed and discarded and piping recut, rechamfered and joint made up again using a new fitting. All procedures, methods and techniques used to make up solvent weld joints shall be in strict accordance with manufacturer's recommendations.
F. Arrange pipe and hangers to allow for expansion, contraction and structural settlement. No pipe shall contact structure except penetrations as shown on the Drawings. 2024.001 ALGA NORTE AQUATIC CENTER POOLS AND SPA REPLASTER MARCH 2024 CARLSBAD, CA
AQUATIC DESIGN GROUP SWIMMING POOL MECHANICAL
13 11 07 - 8
G. Provide dielectric connections between copper and dissimilar metals. In copper systems, threaded piping including connections to equipment shall be brass pipe and fittings. Install dielectric connections in vertical sections of piping only.
H. Run pipe full size through shut-off valves, balancing valves, etc. Change pipe size within three (3) pipe diameters of final connection to control valves, fixtures and other equipment.
I. Provide unions or flanges at connections to equipment, on service side of valves and elsewhere as required to facilitate ease of maintenance.
J. Locate equipment shut-off valves as close to equipment as possible maintaining easy valve access.
K. Make all connections between domestic water systems and equipment or face piping with approved backflow prevention devices as required.
L. All PVC pipe exposed to direct sunlight shall be painted with two coats of Exterior Acrylic Semi-gloss Paint, Sherwin Williams or equal. Color to be selected by the Architect. Prior to painting the PVC pipes, the exterior of all PVC pipes shall be wiped with Methyl Ethyl Ketone, or an approved equal, to remove the glaze from the pipes.
M. The Main Drain pipe must run either level or uphill from the main drain sump, through the surge pit (if applicable) and then to the circulation pump.
3.04 TRENCH EXCAVATION AND BACKFILL
A. Excavation:
1. Excavate and backfill trenches as required for the Work of this Section. Conform to requirements of Section 13 11 01.
2. The Contractor shall perform all excavation of every description and of whatever materials encountered, to the depths indicated on the Drawings or as necessary. The Contractor shall dispose of the excavated materials not required or suitable for backfill as directed, and shall perform such grading as may be necessary to prevent surface water from flowing into the trenches. The Contractor shall provide adequate equipment for the removal of storm or subsurface waters, which may accumulate in the excavated areas.
B. Trenching:
1. Excavate trenches to lines and grades as indicated on the Drawings and with banks as nearly vertical as practicable.
2. Bottoms of trenches shall be accurately graded to provide uniform bearing on undisturbed soil for the entire length of each section of pipe.
3. The width of the trench at and below the top of the pipe shall be such that the clear space between the barrel of the pipe and the trench wall shall not exceed 8” on either side of the pipe. The width of trench above the top of pipe may be wider if necessary.
4. Over-depth excavations shall be filled with tamped sand to required grades. 2024.001 ALGA NORTE AQUATIC CENTER POOLS AND SPA REPLASTER MARCH 2024 CARLSBAD, CA
AQUATIC DESIGN GROUP SWIMMING POOL MECHANICAL
13 11 07 - 9
5. Excavations of five (5) feet or more in depth shall be shored or supported in conformance with rules, and regulations of State and Federal Governments. Shoring shall be constructed, maintained and removed in a manner to prevent caving of the excavation walls or other load on the pipe.
C. Backfilling:
1. Material for backfilling of pipes shall be approved granular material less than two (2) inches in diameter obtained from the excavation. No material of a perishable, spongy or otherwise unsuitable nature shall be used as backfill.
2. Backfilling of pipe trenches shall commence immediately after installation and testing to preclude damage to the installed pipe. Backfill around pipe shall be carefully placed so as not to displace or damage the pipe, and shall be carried up symmetrically on each side of the pipe to one foot above the top of the pipe. The material shall be carefully compacted or consolidated before additional backfill is placed.
3. Backfill above an elevation of one foot above the top of pipe in conformance with requirements of Section 131101. Material for balance of backfill shall be approved granular material less than six (6) inches in diameter taken from the excavation.
4. Unless otherwise indicated on the Drawings, all pipe shall have a minimum of eighteen (18) inches of cover.
3.05 GENERAL EQUIPMENT REQUIREMENTS
A. Position equipment to result in good appearance and easy access to all components for maintenance and repairs.
B. Install piping, flues, breeching and ducts so that they do not interfere with equipment access.
C. Install level, secure and out of moisture. Provide shims, anchors, support straps, angles, grouted bases, or other items as required to accomplish proper installation.
D. All screws, nuts, bolts and washers shall be galvanized, or stainless steel. After fabrication, hot-dip galvanize unfinished ferrous items for outdoor, below grade or other use subject to moisture.
E. Extend 1/2” Schedule 40 black steel pipe lubrication tubes from all hard to reach locations to front of equipment or to access points. Terminate with proper type of lubrication fitting.
3.06 VALVES AND STRAINERS
A. If no shut-off is indicated, provide ball valves at inlet connections and balance valves at outlet connections to fixtures and equipment. Provide proper valve trim for service intended.
B. Use no solder end valves unless noted otherwise; provide adapters in copper tubing systems.
C. Locate valves with stems above horizontal plane of pipe. In general, locate valves within six (6) feet of floor, out from under equipment, in accessible locations with adequate clearance around hand wheels or levers for easy operation.
2024.001 ALGA NORTE AQUATIC CENTER POOLS AND SPA REPLASTER MARCH 2024 CARLSBAD, CA
AQUATIC DESIGN GROUP SWIMMING POOL MECHANICAL
13 11 07 - 10
D. Provide all valves, cocks and strainers, full pipe size unless indicated otherwise.
E. Provide hand wheel operators on all valves 6” and larger, under 6” lever operators may be used.
F. Provide tool operated valve with stainless steel shaft extension and 'on deck' tool operation for surge chamber butterfly isolation valve.
3.07 IDENTIFICATION OF PIPING
A. Identify each valve by a numbered brass tag with hole and brass chain mounted on valve stem or handle. Tag to be a minimum of 1” in diameter and numbers at least 1/4” high stamped into tag. Valves and plumbing lines shall be labeled clearly with the source or destination descriptions.
B. Install an identification chart in a plastic or glass framed enclosure, which schematically illustrates the proper operation of all piping systems and indicates number and location of all valves and control devices within the system.
C. The direction of flow for the recirculation equipment shall be labeled clearly with directional symbols such as arrows on all piping in the equipment area. Where the recirculation equipment for more than one pool is located on site, the equipment shall be marked as to which pool the system serves.
3.08 TESTS
A. Perform tests in presence of Licensed Design Professional with no pressure loss or noticeable leaks.
B. Do not include valves and equipment in tests. Include connection to previously tested sections if systems are tested in sections.
C. Perform tests as follows:
System Test
Pressure
Test
Medium
Duration
Skimmer Lines and
Lawson Main Drain sump lines
20psig Water* 4 hours
Pool Piping 50 psig Water* 4 hours
Pool Main Drains 30 psig Water* 4 hours
Domestic Water 150 psig Water* 4 hours
*Never test PVC pipe or fittings with air or other gases, always use water.
3.09 PIPE MATERIAL APPLICATION
A. PVC Schedule 40: Below grade swimming pool piping and domestic water piping up to 12” 2024.001 ALGA NORTE AQUATIC CENTER POOLS AND SPA REPLASTER MARCH 2024 CARLSBAD, CA
AQUATIC DESIGN GROUP SWIMMING POOL MECHANICAL
13 11 07 - 11
line size; use standard solvent weld fittings.
B. PVC Schedule 80: Above grade swimming pool piping up to 12” line size; use solvent weld Schedule 80 or epoxy coated cast iron fittings.
C. Type L Hard Copper: Above grade domestic water piping.
D. CPVC Schedule 80; Pool Heater Piping.
E. Schedule 40 Steel: Natural gas piping.
F. Pipe Insulation for Cold Plunge or Cold Water Piping: Install pipe insulation on all cold water PVC schedule 80 cold plunge circulation piping located in the pool mechanical room and exposed above grade piping. Provide NBR/PVC closed-cell pipe insulation, pre-slit, pre-glued with overlap, ¾” wall thickness with a temperature range between -70° to 220°F for schedule 80 PVC pipe.
3.10 CUTTING AND DRILLING
A. Cutting or drilling necessary for installation of Work of this Section shall be done only with approval of Licensed Design Professional.
3.11 CLOSING-IN OF UNINSPECTED WORK
A. Do not cover or enclose Work before testing and inspection. Re-open Work prematurely closed and restore all Work damaged.
3.12 QUIETNESS
A. Quietness is a requirement. Eliminate noise, other than that caused by specified equipment operating at optimum conditions, as directed by Licensed Design Professional.
3.13 FLUSHING OF LINES
A. Flush or blow out pipes free from foreign substances before installing valves, stops or making final connections. Clean piping systems of dirt and dust prior to initial start-up.
B. Just prior to plastering the pool, under the observations of the IOR, the pool mechanical system shall be flushed using the pool circulation pump. Circulate water through the mechanical system until the effluent water from the pool return heads runs clean.
3.14 CLEAN-UP
A. After all Work has been tested and approved, the Swimming Pool Subcontractor shall thoroughly clean all parts of the equipment installations, including all pool pipe and fittings in the pool mechanical room. Exposed parts shall be cleaned of cement, plaster and other materials and all grease and oil spots removed with solvent. 2024.001 ALGA NORTE AQUATIC CENTER POOLS AND SPA REPLASTER MARCH 2024 CARLSBAD, CA
AQUATIC DESIGN GROUP SWIMMING POOL MECHANICAL
13 11 07 - 12
B. The Contractor shall remove debris from the Project site. Cartons, boxes, packing crates and excess materials not used, occasioned by this work shall be disposed of to the satisfaction of the Licensed Design Professional.
C. If the above requirements of clean up are not performed to the satisfaction of the Licensed Design Professional, the Agency reserves the right to order the work done, the cost of which shall be borne by the Swimming Pool Subcontractor.
END OF SECTION
These drawings and specifications are
the property and copyright of Aquatic
Design Group, Inc. and shall not be
used on any other work except by
agreement with Aquatic Design Group,
Inc. Written dimensions shall take
preference over scaled dimensions and
shall be verified on the job site. Any
discrepancy shall be brought to the
notice of Aquatic Design Group, Inc.
prior to the commencement of any work.
DRAWING TITLE
DRAWING NO.
ARCHITECT
DRAWN BY
CHECKED BY
DATE
NO.DATEDESCRIPTION
COPYRIGHT © 2024 AQUATIC DESIGN GROUP, INC. ALL RIGHTS RESERVED PROJECT NO.
REVISIONS
PROJECT INFORMATION
2024.001
GN
GSF
ALGA NORTE AQUATIC CENTER
REPLASTER
6565 ALICANTE ROAD
CARLSBAD, CALIFORNIA 92009
02/12/2024
L ICENSED
ARCH
ITECT
STATE
O
F
CA
L
IFORNIA REN. 07/31/25
GREGORY
S
.
FERRELL
C-35802
DEMOLITION
PLAN
DP-1
24 Remove and replace approxiamtely 130 SF of concrete deck adjacent to the Hydrothereapy Spa 24 These drawings and specifications are the property and copyright of AquaticDesign Group, Inc. and shall not be used on any other work except by agreement with Aquatic Design Group,Inc. Written dimensions shall takepreference over scaled dimensions and shall be verified on the job site. Any discrepancy shall be brought to the notice of Aquatic Design Group, Inc. prior to the commencement of any work.
DRAWING TITLE
DRAWING NO.
ARCHITECT
DRAWN BYCHECKED BYDATE
NO.DATEDESCRIPTION
COPYRIGHT © 2024 AQUATIC DESIGN GROUP, INC. ALL RIGHTS RESERVED PROJECT NO.
REVISIONSPROJECT INFORMATION
2024.001GNGSF
ALGA NORTE AQUATIC CENTERREPLASTER6565 ALICANTE ROADCARLSBAD, CALIFORNIA 92009 02/12/2024
LICENSED ARCHITECT
STATE OF CALIFORNIA REN. 07/31/25GREGORY S. FERRELL C-35802 (E)COMPETITIONPOOL LAYOUTPLAN
CP-1
These drawings and specifications are the property and copyright of AquaticDesign Group, Inc. and shall not be used on any other work except by agreement with Aquatic Design Group,Inc. Written dimensions shall takepreference over scaled dimensions and shall be verified on the job site. Any discrepancy shall be brought to the notice of Aquatic Design Group, Inc. prior to the commencement of any work.
DRAWING TITLE
DRAWING NO.
ARCHITECT
DRAWN BYCHECKED BYDATE
NO.DATEDESCRIPTION
COPYRIGHT © 2024 AQUATIC DESIGN GROUP, INC. ALL RIGHTS RESERVED PROJECT NO.
REVISIONSPROJECT INFORMATION
2024.001GNGSF
ALGA NORTE AQUATIC CENTERREPLASTER6565 ALICANTE ROADCARLSBAD, CALIFORNIA 92009 02/12/2024
LICENSED ARCHITECT
STATE OF CALIFORNIA REN. 07/31/25GREGORY S. FERRELL C-35802 (E)COMPETITIONPOOLSECTIONS
CP-2
These drawings and specifications are the property and copyright of AquaticDesign Group, Inc. and shall not be used on any other work except by agreement with Aquatic Design Group,Inc. Written dimensions shall takepreference over scaled dimensions and shall be verified on the job site. Any discrepancy shall be brought to the notice of Aquatic Design Group, Inc. prior to the commencement of any work.
DRAWING TITLE
DRAWING NO.
ARCHITECT
DRAWN BYCHECKED BYDATE
NO.DATEDESCRIPTION
COPYRIGHT © 2024 AQUATIC DESIGN GROUP, INC. ALL RIGHTS RESERVED PROJECT NO.
REVISIONSPROJECT INFORMATION
2024.001GNGSF
ALGA NORTE AQUATIC CENTERREPLASTER6565 ALICANTE ROADCARLSBAD, CALIFORNIA 92009 02/12/2024
LICENSED ARCHITECT
STATE OF CALIFORNIA REN. 07/31/25GREGORY S. FERRELL C-35802 CP-3
COMPETITIONPOOLDETAILS
These drawings and specifications are the property and copyright of AquaticDesign Group, Inc. and shall not be used on any other work except by agreement with Aquatic Design Group,Inc. Written dimensions shall takepreference over scaled dimensions and shall be verified on the job site. Any discrepancy shall be brought to the notice of Aquatic Design Group, Inc. prior to the commencement of any work.
DRAWING TITLE
DRAWING NO.
ARCHITECT
DRAWN BYCHECKED BYDATE
NO.DATEDESCRIPTION
COPYRIGHT © 2024 AQUATIC DESIGN GROUP, INC. ALL RIGHTS RESERVED PROJECT NO.
REVISIONSPROJECT INFORMATION
2024.001GNGSF
ALGA NORTE AQUATIC CENTERREPLASTER6565 ALICANTE ROADCARLSBAD, CALIFORNIA 92009 02/12/2024
LICENSED ARCHITECT
STATE OF CALIFORNIA REN. 07/31/25GREGORY S. FERRELL C-35802 CP-4
COMPETITIONPOOLDETAILS
These drawings and specifications are the property and copyright of AquaticDesign Group, Inc. and shall not be used on any other work except by agreement with Aquatic Design Group,Inc. Written dimensions shall takepreference over scaled dimensions and shall be verified on the job site. Any discrepancy shall be brought to the notice of Aquatic Design Group, Inc. prior to the commencement of any work.
DRAWING TITLE
DRAWING NO.
ARCHITECT
DRAWN BYCHECKED BYDATE
NO.DATEDESCRIPTION
COPYRIGHT © 2024 AQUATIC DESIGN GROUP, INC. ALL RIGHTS RESERVED PROJECT NO.
REVISIONSPROJECT INFORMATION
2024.001GNGSF
ALGA NORTE AQUATIC CENTERREPLASTER6565 ALICANTE ROADCARLSBAD, CALIFORNIA 92009 02/12/2024
LICENSED ARCHITECT
STATE OF CALIFORNIA REN. 07/31/25GREGORY S. FERRELL C-35802 CP-5
COMPETITIONPOOLDETAILS
7FT0IN
These drawings and specifications are the property and copyright of AquaticDesign Group, Inc. and shall not be used on any other work except by agreement with Aquatic Design Group,Inc. Written dimensions shall takepreference over scaled dimensions and shall be verified on the job site. Any discrepancy shall be brought to the notice of Aquatic Design Group, Inc. prior to the commencement of any work.
DRAWING TITLE
DRAWING NO.
ARCHITECT
DRAWN BYCHECKED BYDATE
NO.DATEDESCRIPTION
COPYRIGHT © 2024 AQUATIC DESIGN GROUP, INC. ALL RIGHTS RESERVED PROJECT NO.
REVISIONSPROJECT INFORMATION
2024.001GNGSF
ALGA NORTE AQUATIC CENTERREPLASTER6565 ALICANTE ROADCARLSBAD, CALIFORNIA 92009 02/12/2024
LICENSED ARCHITECT
STATE OF CALIFORNIA REN. 07/31/25GREGORY S. FERRELL C-35802 (E)INSTRUCTIONALPOOLLAYOUT PLAN
IP-1
These drawings and specifications are the property and copyright of AquaticDesign Group, Inc. and shall not be used on any other work except by agreement with Aquatic Design Group,Inc. Written dimensions shall takepreference over scaled dimensions and shall be verified on the job site. Any discrepancy shall be brought to the notice of Aquatic Design Group, Inc. prior to the commencement of any work.
DRAWING TITLE
DRAWING NO.
ARCHITECT
DRAWN BYCHECKED BYDATE
NO.DATEDESCRIPTION
COPYRIGHT © 2024 AQUATIC DESIGN GROUP, INC. ALL RIGHTS RESERVED PROJECT NO.
REVISIONSPROJECT INFORMATION
2024.001GNGSF
ALGA NORTE AQUATIC CENTERREPLASTER6565 ALICANTE ROADCARLSBAD, CALIFORNIA 92009 02/12/2024
LICENSED ARCHITECT
STATE OF CALIFORNIA REN. 07/31/25GREGORY S. FERRELL C-35802 IP-2
(E)INSTRUCTIONALPOOLSECTIONS
These drawings and specifications are the property and copyright of AquaticDesign Group, Inc. and shall not be used on any other work except by agreement with Aquatic Design Group,Inc. Written dimensions shall takepreference over scaled dimensions and shall be verified on the job site. Any discrepancy shall be brought to the notice of Aquatic Design Group, Inc. prior to the commencement of any work.
DRAWING TITLE
DRAWING NO.
ARCHITECT
DRAWN BYCHECKED BYDATE
NO.DATEDESCRIPTION
COPYRIGHT © 2024 AQUATIC DESIGN GROUP, INC. ALL RIGHTS RESERVED PROJECT NO.
REVISIONSPROJECT INFORMATION
2024.001GNGSF
ALGA NORTE AQUATIC CENTERREPLASTER6565 ALICANTE ROADCARLSBAD, CALIFORNIA 92009 02/12/2024
LICENSED ARCHITECT
STATE OF CALIFORNIA REN. 07/31/25GREGORY S. FERRELL C-35802 IP-3
INSTRUCTIONALPOOLDETAILS
WALL OR FLOOR INSTALLATION Floor- 816 GPM / Wall- 712 GPM SUBMERGED SUCTION OUTLET VGB 2008 ASME A112.19.8a-2008 FOR MULTIPLE DRAIN USE ONLY LIFE: 10 YEARS Lawson Aquatics #MLD-FGD or SG-1818- DANGER: HAZARDOUS SUCTION READ AND FOLLOW INSTRUCTIONS FOR PROPER INSTALLATION. FAILURE TO MAINTAIN CAN RESULT IN SEVERE INJURY OR DEATH.
NSFR
These drawings and specifications are the property and copyright of AquaticDesign Group, Inc. and shall not be used on any other work except by agreement with Aquatic Design Group,Inc. Written dimensions shall takepreference over scaled dimensions and shall be verified on the job site. Any discrepancy shall be brought to the notice of Aquatic Design Group, Inc. prior to the commencement of any work.
DRAWING TITLE
DRAWING NO.
ARCHITECT
DRAWN BYCHECKED BYDATE
NO.DATEDESCRIPTION
COPYRIGHT © 2024 AQUATIC DESIGN GROUP, INC. ALL RIGHTS RESERVED PROJECT NO.
REVISIONSPROJECT INFORMATION
2024.001GNGSF
ALGA NORTE AQUATIC CENTERREPLASTER6565 ALICANTE ROADCARLSBAD, CALIFORNIA 92009 02/12/2024
LICENSED ARCHITECT
STATE OF CALIFORNIA REN. 07/31/25GREGORY S. FERRELL C-35802 (E)HYDROTHERAPYSPALAYOUT
HS-1
These drawings and specifications are the property and copyright of AquaticDesign Group, Inc. and shall not be used on any other work except by agreement with Aquatic Design Group,Inc. Written dimensions shall takepreference over scaled dimensions and shall be verified on the job site. Any discrepancy shall be brought to the notice of Aquatic Design Group, Inc. prior to the commencement of any work.
DRAWING TITLE
DRAWING NO.
ARCHITECT
DRAWN BYCHECKED BYDATE
NO.DATEDESCRIPTION
COPYRIGHT © 2024 AQUATIC DESIGN GROUP, INC. ALL RIGHTS RESERVED PROJECT NO.
REVISIONSPROJECT INFORMATION
2024.001GNGSF
ALGA NORTE AQUATIC CENTERREPLASTER6565 ALICANTE ROADCARLSBAD, CALIFORNIA 92009 02/12/2024
LICENSED ARCHITECT
STATE OF CALIFORNIA REN. 07/31/25GREGORY S. FERRELL C-35802 HS-2
(E)HYDROTHERAPYSPASECTIONS
These drawings and specifications are the property and copyright of AquaticDesign Group, Inc. and shall not be used on any other work except by agreement with Aquatic Design Group,Inc. Written dimensions shall takepreference over scaled dimensions and shall be verified on the job site. Any discrepancy shall be brought to the notice of Aquatic Design Group, Inc. prior to the commencement of any work.
DRAWING TITLE
DRAWING NO.
ARCHITECT
DRAWN BYCHECKED BYDATE
NO.DATEDESCRIPTION
COPYRIGHT © 2024 AQUATIC DESIGN GROUP, INC. ALL RIGHTS RESERVED PROJECT NO.
REVISIONSPROJECT INFORMATION
2024.001GNGSF
ALGA NORTE AQUATIC CENTERREPLASTER6565 ALICANTE ROADCARLSBAD, CALIFORNIA 92009 02/12/2024
LICENSED ARCHITECT
STATE OF CALIFORNIA REN. 07/31/25GREGORY S. FERRELL C-35802 ..
VGB 2008 ASME A112.19.8-2007FOR MULTIPLE DRAIN USEFLOOR-261 GPM WALL-248 GPMSUBMERGED SUCTION OUTLETWALL OR FLOOR INSTALLATIONLAWSON AQUATICS #MLD-GOD-0909-DANGER: HAZARDOUS SUCTION:LIFE: 10 YEARSREAD INSTRUCTIONS BEFORE INSTALLING. THISCOVER MUST BE PROPERLY INSTALLED USING ONLYSUPPLIED STAINLESS STEEL SCREWS. CLOSE POOLIMMEDIATELY IF COVER BREAKS OR BECOMES LOOSEAND REPLACE WITH A NEW COVER. FAILURE TOMAINTAIN COVER CAN RESULT IN SEVERE INJURY ORDEATH. 091011121314
123456789101112
HS-3
HYDROTHERAPYSPADETAILS
Spa Area Concrete
Removal and Replacement
Schedule A
Attachment "A"
Concrete Deck Patching
Schedule A
Plan Note 23
Concrete Deck Patch
Schedule A
Plan Note 23
Concrete Deck Patch
Schedule A
Plan Note 23
130 LF Concrete Deck Patch
Schedule A
Plan Note 23
Appendix A
FLEET COMPLIANCE CERTIFICATION
Bidder hereby acknowledges that they have reviewed the California Air Resources Board’s policies, rules and regulations and are familiar with the requirements of Title 13, California Code of Regulations, Division 3, Chapter 9, effective on January 1, 2024 (the “Regulation”). Bidder hereby certifies, subject to penalty for perjury, that the option checked below relating to the Bidder’s fleet, and/or that of their subcontractor(s) (“Fleet”) is true and correct:
□ The Fleet is subject to the requirements of the Regulation, and the appropriate Certificate(s) of Reported Compliance have been attached hereto. □ The Fleet is exempt from the Regulation under section 2449.1(f)(2), and a signed description of the subject vehicles, and reasoning for exemption has been attached hereto. □ Bidder and/or their subcontractor is unable to procure R99 or R100 renewable diesel fuel as defined in the Regulation pursuant to section 2449.1(f)(3). Bidder shall keep detailed records describing the normal refueling methods, their attempts to procure renewable diesel fuel and proof that shows they were not able to procure renewable diesel (i.e. third party correspondence or vendor bids).
□ The Fleet is exempt from the requirements of the Regulation pursuant to section 2449(i)(4) because this Project has been deemed an Emergency, as defined under section 2449(c)(18). Bidder shall only operate the exempted vehicles in the emergency situation and records of the exempted vehicles must be maintained, pursuant to section 2449(i)(4). □ The Fleet does not fall under the Regulation or is otherwise exempted, and a detailed reasoning is attached hereto.
Name of Bidder:
Signature:
Name:
Title:
Date:
PWS24-3464FAC
Alga Norte Aquatic Center Restroom
Renovation & Pool Replastering Projects
John Maashoff, Public Works Manager
Kyle Lancaster, Parks & Recreation Director
July 23, 2024
TODAY’S PRESENTATION
• Overview of the site
• Restroom and locker room renovation project
• Pool replastering project
• Scheduling of the projects’ construction
• Next steps
2 ITEM 11: ALGA NORTE AQUATIC CENTER
RECOMMENDED ACTIONS
ITEM 11: ALGA NORTE AQUATIC CENTER
3 1. Adopt a resolution approving the plans, specifications and contract documents and authorizing the City
Clerk to advertise for bids for the Alga Norte Aquatic
Center Restroom and Locker Room Renovation Project
2. Adopt a resolution approving the plans, specifications and contract documents and authorizing the City
Clerk to advertise for bids for the Alga Norte Aquatic
Center Pool Replastering Project and authorizing an
additional appropriation in the amount of $1,487,464
from the Infrastructure Replacement Fund
Replastering Project (CIP# 4733)
56-meter competition pool
25-meter Instructional pool
250-sq. ft. hydrotherapy spa
Renovation Project (CIP# 4756)
Men’s and women’s locker room
Family restrooms
ITEM 11: ALGA NORTE AQUATIC CENTER
RESTROOM & LOCKER ROOM RENOVATION
• 5-year warranty
• Warranty repair items identified annually
• Contractor disagreed with warranty repairs
• Litigation and mediation
• Settlement Agreement
6 ITEM 11: ALGA NORTE AQUATIC CENTER
• Project scope
– Remove and replace floor and wall tiles
– Repair compromised framing in some walls
– Install new waterproofing membranes
– Install new floor drains
– Rebuild showers
– Make ADA improvements
7 ITEM 11: ALGA NORTE AQUATIC CENTER
RESTROOM & LOCKER ROOM RENOVATION
Project funding
Appropriations to date $ 1,983,192
Total expenditures/encumbrances -$ 206,896 Total available project balance $ 1,776,296
Total estimated construction costs $ 1,125,000
Remaining balance $ 651,296
ITEM 11: ALGA NORTE AQUATIC CENTER
RESTROOM & LOCKER ROOM RENOVATION
POOL REPLASTERING
• Commercial Pool plaster repairs 10-15 years
• Increased cracking, spauling and wearing
• Localized repairs – partial pool closures
9 ITEM 11: ALGA NORTE AQUATIC CENTER
• Project scope
– Waterline tiles
– Coping, deck and specialty tiles
– Plaster surfaces
– Substructure repairs
– Deck drain and in-pool area drains
– Lighting fixtures
10 ITEM 11: ALGA NORTE AQUATIC CENTER
POOL REPLASTERING
Project funding
Appropriations to date $ 1,424,000
Total expenditures/encumbrances -$ 273,464 Total available project balance $ 1,150,536
Estimated pool replastering construction costs -$ 2,375,000 Costs for remaining 4733 improvements -$ 263,000 Total estimated construction costs -$ 2,638,000 Additional appropriation requested $ 1,487,464
ITEM 11: ALGA NORTE AQUATIC CENTER
POOL REPLASTERING
SCHEDULING OF THE PROJECTS
12 ITEM 11: ALGA NORTE AQUATIC CENTER
Staff propose concurrent construction of the projects
• Will cause a single three-month closure of the center Saves ~$275,000 in costs versus two partial closures
o Temporary restroom facilities/fencing, dual mobilizations Less impact to patrons versus two partial closures
o Dust/debris, noise, equipment, materials staging, etc.
NEXT STEPS
Solicit construction bids – August 2024
13 Return to City Council to request award of
the construction contracts – October 2024
Construction – November 2024 thru February 2025
ITEM 11: ALGA NORTE AQUATIC CENTER
RECOMMENDED ACTIONS
ITEM 11: ALGA NORTE AQUATIC CENTER
14 1. Adopt a resolution approving the plans, specifications and contract documents and authorizing the City
Clerk to advertise for bids for the Alga Norte Aquatic
Center Restroom and Locker Room Renovation Project
2. Adopt a resolution approving the plans, specifications and contract documents and authorizing the City
Clerk to advertise for bids for the Alga Norte Aquatic
Center Pool Replastering Project and authorizing an
additional appropriation in the amount of $1,487,464
from the Infrastructure Replacement Fund
QUESTIONS?
15 ITEM 11: ALGA NORTE AQUATIC CENTER