Carlsbad City Council
July 23, 2024

ADD 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 reasonable 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 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. 00 73 00 AGENCY SUPPLEMENTAL GENERAL PROVISIONS Date Printed: July 2, 2024 Document Version: 1.0 Current Update: May 2023

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.

However, the accuracy and/or completeness of the nature, size and/or loc ation 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 thi s 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.

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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 ope rations, 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 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

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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 fo r 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.

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 determ ined 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 extens ion 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

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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 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 sh all 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 Consultant s 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

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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 t ransport to the United States, unless the extension is acceptable to the Engineer.

ADD 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 reim bursed 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.
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 supplier, the naming of the item is intended to establish the type, function, and quality required.

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2. Unless stated otherwise, materials or equipment of other suppliers 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.
d. Available maintenance, repair, and replacement service requirements. The manufacturer shall have a local service agency within 50 miles (80.5 km) of the Site 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 s hall 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.

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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, a vailability 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.

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:

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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 Contrac tor 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 th e prohibition of work being performed within the dates, areas and/or types of work prohibited in this section. 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 sched uled or non-scheduled.

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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 Contr actor's insurance and shall not contribute with it.
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).

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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 the named insured shall also be a vailable 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,

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and shall use danger signs warning against hazards created by such features of construction as protruding nails, hoists, well holes, and falling materials.

ADD: 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:

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 pl ace 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: 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)

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ADD 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 f or the Agency. Defense costs include the cost of separate counsel for the Indemnified Parties , if the Indemnified Parties request separate counsel.

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 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 Title 2, Section 18701, subdivision (a)(2) of the California Code of Regulations, or perform s the same or substantially all the same duties for Agency that

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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 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.

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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 city, 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 p lan will be considered part of the mobilization Bid item and shall include any revisions or implementation of the Plan.

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.

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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, includin g a time impact analysis setting forth the claimed Critical 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.”

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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 Days 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. 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 abandon s 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.

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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. 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.

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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.
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 f unds 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

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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.

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Contract Value Liquidated Damage Daily Amount
$100,000 and more $2,500

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.
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.

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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 Eng ineer. When requested by the Engineer, provide substantiating data in support of the SOV.

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.

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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.

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.

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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 b e deducted under provisions of the Contract. All prior estimates and progress payments shall be subject to correction in the Final Payment Estimate.

The Contractor shall have 30 Calendar 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 positio n. 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.

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 Calendar 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

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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.

Progress payments shall be signed, and the date of the invoice shall be the d ate 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 Section 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 claims 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.

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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.

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.

00 73 00 AGENCY SUPPLEMENTAL GENERAL PROVISIONS Date Printed: July 2, 2024 Document Version: 1.0 Current Update: May 2023

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 p ayment 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.

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.

00 73 00 AGENCY SUPPLEMENTAL GENERAL PROVISIONS Date Printed: July 2, 2024 Document Version: 1.0 Current Update: May 2023

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 Aquatic Center Restroom and Locker Room Repairs 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.

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.

00 73 00 AGENCY SUPPLEMENTAL GENERAL PROVISIONS Date Printed: July 2, 2024 Document Version: 1.0 Current Update: May 2023

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.
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 ot her 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 cos ts 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.

00 73 00 AGENCY SUPPLEMENTAL GENERAL PROVISIONS Date Printed: July 2, 2024 Document Version: 1.0 Current Update: May 2023

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 t he 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 exc eed listed rates prevailing locally at equipment rental agencies or distributors at the time the Work is performed.

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 Site, 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 Site 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.

00 73 00 AGENCY SUPPLEMENTAL GENERAL PROVISIONS Date Printed: July 2, 2024 Document Version: 1.0 Current Update: May 2023

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.
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.

00 73 00 AGENCY SUPPLEMENTAL GENERAL PROVISIONS Date Printed: July 2, 2024 Document Version: 1.0 Current Update: May 2023

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.

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

00 74 00 AGENCY SUPPLEMENTAL TECHNICAL PROVISIONS Date Printed: July 2, 2024 Document Version: 1.0 Current Update: May 2023

00 74 00 AGENCY SUPPLEMENTAL TECHNICAL PROVISIONS (This section not used)

END OF SECTION

01 11 00 SUMMARY OF WORK Date Printed: July 2, 2024
Document Version: 1.0 Current Update: May 2023

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 re -plaster both pools and the spa. It is anticipated that during project construction, and during construction of the re -plaster project , the facility wil l be closed to the public and temporary trailer restroom and shower facilities will not be needed.

PART 2 PRODUCTS (NOT USED)
PART 3 EXECUTION (NOT USED)

END OF SECTION

01 11 20 MEASUREMENT AND PAYMENT Date Printed: July 2, 2024 Document Version: 1.0 Current Update: May 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 constructio n 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 sub sidiary 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 make 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 (This section not used)

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.

01 11 20 MEASUREMENT AND PAYMENT Date Printed: July 2, 2024 Document Version: 1.0 Current Update: May 2023

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.

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.

01 11 20 MEASUREMENT AND PAYMENT Date Printed: July 2, 2024 Document Version: 1.0 Current Update: May 2023

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.

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 Calendar 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 pr acticable, but not later than 7 Calendar Days after receipt. The returned request shall be accompanied by a document setting forth in writing the reasons

01 11 20 MEASUREMENT AND PAYMENT Date Printed: July 2, 2024 Document Version: 1.0 Current Update: May 2023

why the supplemental payment request was not proper. Consistent with Public Contract Code Section 20104.50, the Agency shall make payments within 30 Calendar Days 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 Calendar 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 Calendar 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, 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
a. Payment for mobilization and preparatory Work will be made at the stipulated lump-sum price Bid therefore in the Bid Schedule , and includes full compensation for furnishing all insurance, bonds, licenses, labor, materials, utilities, tools, equipment and incidentals, and for doing all the Work involved in mobilization and preparatory Work and operations, including, but not limited to, those necessary for the movement of personnel, equipment, supplies, and incidental to preparing to conduct Work on and off the Project Site and other offsite facilities necessary for Work on the Project; for all other facilities, sureties,

01 11 20 MEASUREMENT AND PAYMENT Date Printed: July 2, 2024 Document Version: 1.0 Current Update: May 2023

Work and operations which must be performed or costs incurred prior to beginning Work on various Contract items on or off the Project Site, excepting those specifically paid for under separate sections of these Specifications. The Contractor agrees that the stipulated lump sum amount is sufficient for Mobilization and Preparatory Work, as described in this section, and that the Contractor shall have no right to additional compensation for Mobilization and Preparatory Work.
b. Progress payments for mobilization and preparatory Work will be made as follows: For the first progress payment (after the issuance of the Notice to Proceed), 40% of the amount Bid for mobilization and preparatory Work will be allowed. For the second progress payment, an additional 60% of the amount Bid for mobilization and preparatory Work will be allowed. Mobilization shall include preparatory Work and operations, including, but not limited to, those necessary for the movement of personnel, equipment, supplies and incidentals to the Project Site, for the establishment of all offices, buildings and other facilities necessary for the Work, sureties and for all other Work and operations which must be performed or costs incurred prior to beginning and after completion of the Work excepting those specifically paid for under a separate Bid item. The dismantling and removal of temporary facilities, equipment, materials, construction waste and personnel shall be included in the payment for mobilization.
c. When a Bid item has been provided for “Mobilization,” payment shall be distributed equally over the first 2 progress payments up to the amount of the Bid item price but shall not exceed 3% of the Contract Price. If the Bid item for “Mobilization” exceeds 3% of the Contract Price, the portion above 3% of the Contract Price shall be paid as a part of the Final Payment.

1.10 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 2, 2024 Document Version: 1.0 Current Update: May 2023

01 31 00 PROJECT MANAGEMENT AND COORDINATION
PART 1 CONSTRUCTION MANAGEMENT SOFTWARE

1.01 PROCORE PROJECT MANAGEMENT AND COLLABORATION SYSTEM a. This project will 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 docum ents 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-certification- subcontractor. The 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 it ems. 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 2, 2024
Document Version: 1.0 Current Update: May 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 transmittalSuch 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 Recognitio n (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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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 Calendar Days and shall commence on the first Calendar 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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d. Resubmittals shall be made within 30 Calendar Days 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. Parts lists and operating and maintenance instructions shall be furnished for other equipment not listed in the individual equipment sections or the equipment schedule. c. 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.
d. 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.
e. 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.

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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 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.
f. All material shall be marked with Project identification, and inapplicable information shall be marked out or deleted.
g. Shipment of equipment will not be considered complete until all required manuals and data have been received.

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.

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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 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 2, 2024 Document Version: 1.0 Current Update: May 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. Visible, existing improvements for which no specific disposition is made on the Plans, but which interfere with the Work, shall be removed and disposed of by the Contractor with the prior approval of the Engineer.
e. Scheduling software shall be Primavera Project Manager (P6) without exception.

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 and schedule configuration. The conference shall be conducted sufficiently early to allow the Contractor to submit the preliminary Progress Schedule within 10 Calendar D ays 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

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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 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.
c. Preliminary Progress Schedule Submittal Format: Contractor shall submit 2 compact disks of the preliminary Progress Schedule. Compact disks shall be read -write and enable the use of the schedule as an executable file as described in this part. A brief narr ative shall accompany the submittal, describing Contractor’s scheduling approach to the Project.

The narrative shall include a description of the Contract milestones, approach for construction activities during the period of the preliminary Progress Schedule, description of the general approach of the activities for the Work beyond the preliminary Progress Schedule period, a description of the Project’s Critical Path, identification of critical long- lead submittals, and planned outages. The narrative shall also incorporate activity codes, calendars, weather days, milestone constraints, and work breakdown structure in accordance with the requirements specified in this part.

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;

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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 Work ing 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 procu rement 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 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
a. The Progress Schedule shall be created using Primavera P6 scheduling software.

Contractor shall use Engineer’s file-naming format throughout the Project.

1. Electronic schedule files shall be saved with .XML or .XER file extensions.

2. Primavera Project Manager settings for “Baseline Type” shall be used in the following manner:
i. Select <None> as the baseline type for the Preliminary Schedule Submittal. ii. Once the Preliminary and Project Schedule are accepted, the baseline type shall be named <Initial Plan>.
iii. Each subsequent Project Schedule update shall set the baseline type to <Last Performance Update>.

3. The data date for schedule calculation in the preliminary Progress Schedule and Progress Schedule shall be set as the date of the Notice to Proceed unless otherwise specified by the Engineer.

1.06 COST LOADING (This section not used)

1.07 RESOURCE LOADING
a. The Contractor shall build a resource ( labor force) library within Primavera and assign resources to each applicable Progress Schedule activity. Resource-loading shall determine the activity duration based on the assigned resource. The Contractor shall submit a resource analysis report produced from Prima vera in the form of a series of graphics

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showing the principal trades. The report shall show the number of worker-days of effort for each month over the life of the Contract. The labor force requirements forecast shall be updated monthly and shall include the actual labor force used by trade as of the current report period and the labor force required to complete the Work.

1.08 COORDINATING PROGRESS SCHEDULE WITH OTHER CONTRACT SCHEDULES a. Where Work is to be performed under this Contract concurrently with or contingent upon work performed on the same facilities or area under other contracts, the Progress Schedule shall be coordinated with the schedules of the other contracts. Agency will provide the schedules of other contracts for preparation and updating of the Progress Schedule. Contractor shall revise the Progress Schedule as required by changes in schedules of other contracts.
b. In case of interference between the operations of different Contractors, the Agency will determine the work priority of each Contractor and the sequence of work necessary to expedite the completion of the entire Project. In all such cases, the decision of Agency shall be accepted as final.

1.09 SUBMITTALS
a. The Progress Schedule and associated reports shall be submitted to the Engineer for acceptance within the period of the preliminary Progress Schedule specified in 1.05(3). If the Progress Schedule is not submitted, no progress payments will be made after the due date until the Progress Schedule has been submitted.
b. Printouts and electronic layouts required as part of the Progress Schedule submittal and monthly updates are as follows:

1. Summary Schedule: 1 -page milestone and summary schedule, sorted by total float, early-start, early-finish;

2. Detailed Project Schedule: organized by WBS or area of Work; sorted by total float, early-start, early-finish;

3. Critical Path Schedule: sorted based on the total float, early-start, early-finish;

4. 60-Calendar-Day Look Ahead Schedule: sorted by total float, early -start, early - finish;

5. Activities in Progress: organized by WBS or area of Work; sorted by total float, early-start, early-finish;

6. Cash Flow Trending Report: presented in an S -Curve format based on original planned early start and late start forecasted expenditures. In addition, the historical actual data point(s) are to be graphed within the S-Curve graphic report;

7. Monthly payment projections;

8. Out-of-sequence Report: tabular report showing Work performed out -of- sequence.
c. Contractor shall submit additional layouts if directed by Engineer.

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d. The submittal shall include the following:

1. Narrative report summarizing the Contract milestones, Critical Path, Project approach including phasing or use of crews, significant submittal and fabrication items, coordination or interface requirements, Agency-provided items, and list of Subcontractors and vendors.

2. Graphic reports including Critical Path report (longest path), summary schedule report, total float report by early-start early-finish, look-ahead report grouped by work breakdown structure or Project phasing, and cash flow projection. Cash flow projections include estimated cumulative cost curves based on early and late start dates and projection of monthly payments over the life of the Project e. The schedule, Critical Path, and look -ahead schedules shall be submitted on E (34”x44”) size paper or 36” wide plots;
f. The Progress Schedule file shall be submitted in an executable format, using Primavera Project Manager format on a read-write compact disk.
g. The narrative and graphic reports shall be provided on 8”x11” paper and E -size plots respectively.
h. Contractor shall submit 4 copies of each deliverable.

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.
c. Prior to each meeting, Contractor shall prepare a complete and accurate report of current procurement and construction progress through the end of the update period, and a depiction of how Contractor plans to continue the Work to meet all Contract completion dates. All network changes and status data agreed to during each update meeting shall be considered as accepted by both parties unless written notice of any exceptions is given within 5 Calendar Days after the meeting.
d. For major network changes that cannot be agreed to during an updating meeting, Contractor shall submit the proposed changes for Engineer’s acceptance prior to inserting such changes into the network. Submittals may be in the form of marked up networks, fragnets, or schedule abstracts, provided they are submitted with a letter of transmittal.

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A fragnet is defined as a sequence of new activities and/or activity revisions that are proposed to be added to the existing schedule to demonstrate how Project events have an impact on the schedule.

1.11 DATA DATE
a. The data date is the re -settable date in P6 that serves as the end of a reporting period.

The reporting period will be recorded on a monthly basis, e.g., January 1st through January 31st with the 31st as the data date. If required for coordination purposes by the Agency, the Engineer will provide specific data dates to be used by the Contractor.

1.12 REVIEW PROCESS
a. Engineer will review Contractor’s preliminary Progress Schedule and full Progress Schedule submittals within 15 Calendar Days after receipt of all required information. b. At the request of Agency or Engineer, Contractor shall participate in any meetings necessary to reach a mutual agreement and acceptance of the preliminary Progress Schedule, Progress Schedules, or Cash Flow Projections. c. If any of the required submittals are returned to Contractor for corrections or revisions, they shall be resubmitted within 10 Calendar Days after the return mailing date.

Resubmittals shall include all information and media included in the first submittal.

Review and response by Engineer will be given within 10 Calendar Days after receipt of each resubmittal.
d. Schedules shall show Contract completion of the Work on the Contract completion date and with zero or positive total float even if the Contractor plans to finish early. In no event shall acceptance of the schedule be a basis for a claim for delay against Agency or Engineer by Contractor for an early finish. A Progress Schedule containing activities with negative float or that extend beyond the Contract completion date will not be acceptable. e. Acceptance of the Progress Schedule by Engineer does not relieve Contractor of responsibility for accomplishing the Work by the Contract completion date. Omissions and errors in the accepted Progress Schedule shall not relieve the Contractor of obligations under the Contract. Acceptance by Engineer in no way makes Engineer or Agency an ensurer of the Schedule's success or liable for time or cost overruns. Engineer and Agency disclaim any obligation or liability by reason of acceptance of the Progress Schedule by the Engineer.

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.

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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 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 t ime 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.

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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 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

01 33 00 CONSTRUCTION PROGRESS SCHEDULE Date Printed: July 2, 2024 Document Version: 1.0 Current Update: May 2023

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”; 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.

01 33 00 CONSTRUCTION PROGRESS SCHEDULE Date Printed: July 2, 2024 Document Version: 1.0 Current Update: May 2023

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.

01 33 00 CONSTRUCTION PROGRESS SCHEDULE Date Printed: July 2, 2024 Document Version: 1.0 Current Update: May 2023

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 tim es; or imposing constraint dates other than as required by the Contract. Float suppression will be cause

01 33 00 CONSTRUCTION PROGRESS SCHEDULE Date Printed: July 2, 2024 Document Version: 1.0 Current Update: May 2023

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 interdependenc e 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.

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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.
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 ear ly 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 Software
The Contractor shall use commercially available software equal to the Windows 2000 compatible “Suretrak” program by Primavera or “Project” program by Microsoft Corporation to prepare the Baseline Construction Schedule and all updates thereto. The Contracto r shall submit to the Agency a digital file with all network information contained on it, in a format readable by a Microsoft Windows 2000 system. The Agency will use a “Suretrak,” “Project” or equal software program for review of the Contractor’s schedule. Should the Contractor elect to use a scheduling program other than the “Suretrak” program by Primavera or “Project” program by Microsoft Corporation, the Contractor shall provide the Engineer 3 copies of the substituted program that are fully licensed to the Agency and 32 class hours of on -site training by the program publisher for up to 8 Agency staff members. The classes shall be presented on Mondays through Thursdays, inclusive, between the hours of 8:00 a.m. and 5:00 p.m. The on-site training shall be held at 1635 Faraday Avenue, Carlsbad, California. The dates and times of the on -site training shall be submitted to the Engineer for approval 5 Working Days before the start of the on -site training.

The on-site training shall be completed prior to the su bmittal of the first Baseline Construction Schedule.
2-1.2.5 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

01 33 00 CONSTRUCTION PROGRESS SCHEDULE Date Printed: July 2, 2024 Document Version: 1.0 Current Update: May 2023

activity’s description shall accurately define the work planned for the activity and each activity shall have recognizable beginning and end points.
2-1.2.6 Float
Float or slack time within the schedule is available without charge or compensation to whatever party or contingency first exhausts it.
2-1.2.7 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.
2-1.2.8 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. 2-1.2.9 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 the Agency and all other entities, public and private, which interface with the Project are able to support the p rovisions 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 requirement s including liquidated damages in accordance with the revised duration. 2-1.2.10 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 an d 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 t he date of the Preconstruction Meeting shall be grounds for termination of the Contract per Agency Supplemental General Provisions Section 6-4. Days used

01 33 00 CONSTRUCTION PROGRESS SCHEDULE Date Printed: July 2, 2024 Document Version: 1.0 Current Update: May 2023

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. 2-1.2.10.1 “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. 2-1.2.10.2 “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.
2-1.2.10.3 “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.

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 w ill 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.

01 33 00 CONSTRUCTION PROGRESS SCHEDULE Date Printed: July 2, 2024 Document Version: 1.0 Current Update: May 2023

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 C onstruction 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.”
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

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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 m ay 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 re quirements 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 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 2, 2024 Document Version: 1.0 Current Update: May 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 p ermits, 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 2, 2024 Document Version: 1.0 Current Update: May 2023

ii. City of Carlsbad Business License.
i. The Agency will obtain for the Contractor, the following:

1. CEQA Notice of Exemption

2. NEPA documents

3. City of Carlsbad Building Permits

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 Site, 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. Pollution prevention practices and the minimum BMPs are required during all 12 months of the year. BMPs and other erosion control practices must be implemented as the most important “first line of defense .” The Agency has adopted the CASQA ‘Stormwater Best Management Practices Handbook: Construction ,’ latest edition, as its preferred source for adopting construction BMPs. All BMPs must correspond to the BMP Fact Sheets included in the CASQA Construction Handbook. With the approval of the Engineer, or designee, the Agency may accept comparable BMPs from reputable alternative s ources.

As used in this section, “Engineer” shall have the same meaning as “Construction Manager.”
C. The Contractor shall utilize the Agency’s Tier 1 or Tier 2 SWPPP templates and include all applicable elements provided in the template. The SWPPP templates are available on the Agency’s website . Tier 1 and Tier 2 SWPPP templates include standard storm water prevention construction notes, a Project information block, a Storm Water Compliance Statement, Agency approval block and a BMP Checklist Table. The BMP Checklist Table is intended to help the Contractor select appropriate BMPs best suited to the Project and the Work. Additionally, the SWPPP shall include a Site plan showing the proposed Project Site and depicting the areas of proposed construction and proposed locations of

01 41 26 PERMIT REQUIREMENTS Date Printed: July 2, 2024 Document Version: 1.0 Current Update: May 2023

construction BMPs. The Tier 1 and Tier 2 SWPPP plans shall be submitted as additional sheets to the construction plan set.

D. The Engineer may require Contractor to adopt additional BMPs if the Engineer determines the selected BMP(s) are ineffective or incapable of preventing Water Pollution from escaping the Work site. Tier 1 and Tier 2 SWPPPs must be combined with proper and timely installation of the BMPs, thorough and frequent inspections, maintenance, and documentation. The Contractor shall ensure that the selected BMPs are appropriately incorporated into the Site design and, if required by the Engineer, must employ a qualified professional to ensure proper installation and maintenance of the BMPs.

E. The Engineer may suspend the Work, consistent with Supplemental General Provisions Section 6 -6, at the Contractor’s cost, that create Water Pollution or otherwise violate water quality standards required 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.) if the Engineer determines that the Contractor has failed to satisfy all requirements of this section. If the Contractor violates any provisions of this subsection, or if Water Pollution occurs in the Work Site for any reason, the Contractor shall immediately notify the Engineer.

F. 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 Project-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 report shall also include an explanation of why the Contractor had not timely notified the Engineer.

G. 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.

1.06 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 2, 2024 Document Version: 1.0 Current Update: May 2023

01 50 00 TEMPORARY FACILITIES AND CONTROLS
PART 1 GENERAL

1.01 PAYMENT (This section not used)

1.02 FIELD OFFICE
a. During the performance of this Contract, Contractor shall maintain a suitable office at the Site in room 308 which shall be the headquarters of its representative authorized to receive drawings, instructions, or other communication or articles. Any communication given to the representative or delivered at Contractor's office at the Site in the representative's absence shall be deemed to have been delivered to Contractor. b. Copies of the Drawings, Specifications, and other Contract Documents shall be kept at Contractor's office at the Site and available for use at all times. c. High speed internet service shall be provided.
d. Furnishings are subject to agency approval and shall consist of the following:

1. 1 additional standard 5’ double pedestal desk with 2 chairs

2. 1 electrostatic copier and supplies.1 refrigerator

3. 1 microwave oven

4. 1 additional plan rack
e. Water cooler to have hot and chilled water.
f. The integral sanitary facilities may be separate enclosed toilets. g. Visible, existing improvements for which no specific disposition is made on the Plans, but which interfere with the Work, shall be removed and disposed of by the Contractor with the prior approval of the Engineer.

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. Temporary Lighting and Heating. Contractor under Contract shall provide temporary heat and light for all buildings, to protect the Work and maintain suitable working conditions.

Temporary heat and light shall be maintained until Work under Contract has been accepted by Agency.
b. When operational, the permanent heating and ventilating system and the permanent lighting system shall be used by Contractor under Contract to provide temporary heat and light. Before use of the permanent heating and ventilation system in building 3,

01 50 00 TEMPORARY FACILITIES AND CONTROLS Date Printed: July 2, 2024 Document Version: 1.0 Current Update: May 2023

Contractor shall install a filter with MERV of 8 at each return air grille in the system and remove the filter at end of construction.
c. Temporary heat shall be provided when the temperature falls below 50 °F (10°C) and as otherwise required to maintain reasonable working conditions and protect all Work, materials, and equipment against damage from dampness or cold, to dry out the structure, or to maintain proper conditions for the installation and curing of materials. d. Heating equipment and fuels shall be suitable for the particular purpose and shall include adequate safety devices. Combustion type heaters shall not be used without proper venting nor in areas where such equipment might introduce a hazard. Heat from Owner's existing facilities shall not be used.
e. All enclosed areas shall be ventilated (using forced -draft equipment when necessary) as required to maintain proper conditions for workers and the Work and to avoid any accumulation of hazardous dust or fumes.
f. Power for heating, lighting, and operation of Contractor's plant and equipment in connection with the Work to be done under this Contract shall be provided by Agency without charge to Contractor, subject to the following conditions:

1. The existing heating system at each location will 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. g. 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

01 50 00 TEMPORARY FACILITIES AND CONTROLS Date Printed: July 2, 2024 Document Version: 1.0 Current Update: May 2023

toilets of the chemically treated type are used, at least 1 toilet will be furnished for each 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 2, 2024 Document Version: 1.0 Current Update: May 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, materials, or workers to or from the Work Site or any part of it, whether by Contractor or it s Subcontractors. Contractor shall make satisfactory and acceptable arrangements with the owner of, or the agency or authority having jurisdiction over, the damaged property 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 2, 2024 Document Version: 1.0 Current Update: May 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 security fencing, barricades, lighting, watchman services, and other measures as required to protect the Site.

01 50 00 TEMPORARY FACILITIES AND CONTROLS Date Printed: July 2, 2024 Document Version: 1.0 Current Update: May 2023

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 w ith 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.

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

01 50 00 TEMPORARY FACILITIES AND CONTROLS Date Printed: July 2, 2024 Document Version: 1.0 Current Update: May 2023

commencement of clearing, grading, excavation, or other operation that will disturb the 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 AND RODENT CONTROL
a. At the time of acceptance, structures renovated under the Contract shall be free of rodents, insects, vermin, and pests. Necessary extermination work shall be arranged and paid for by the Contractor as part of the Work within the Contract time and shall be performed by a licensed exterminator in accordance with requirements of governing authorities. The Contractor shall be liable for injur y to persons or property and responsible for the elimination of offensive odors resulting from extermination operations.

PART 2 PRODUCTS (NOT USED)
PART 3 EXECUTION (NOT USED)

END OF SECTION

TECHNICAL SPECIFICATIONS

TECHNICAL SPECIFICATIONS

FOR

ALGA NORTE PARK AQUATIC CENTER
BUILDING 3 SHOWER REPAIRS

6565 ALICANTE ROAD
CARLSBAD, CALIFORNIA 92008

PROJECT NO. 18D020.00
CITY PROJECT NO. 4756

September 26, 2023

FOR

THE CITY OF CARLSBAD

WHITMORE ARCHITECTS
5675 RUFFIN ROAD, SUITE 350
SAN DIEGO, CALIFORNIA 92123
619-232-4575

Alga Norte Park Table of Contents
City of Carlsbad . 00010-1

00 01 10

TABLE OF CONTENTS

DIVISION 1 - GENERAL REQUIREMENTS – NOT USED

DIVISION 2 - SITE CONSTRUCTION
02 41 19 ......... SELECTIVE DEMOLITION

DIVISION 3 – CONCRETE
03 30 00 ......... CAST-IN-PLACE CONCRETE

DIVISION 4 – MASONRY – NOT USED

DIVISION 5 – METALS – NOT USED

DIVISION 6 - WOOD AND PLASTICS
06 10 00 ......... ROUGH CARPENTRY

DIVISION 7 - THERMAL AND MOISTURE PROTECTION
07 14 00 ......... FLUID-APPLIED WATERPROOFING
07 92 00 ......... JOINT SEALANTS

DIVISION 8 - DOORS AND WINDOWS
08 31 00 ......... ACCESS DOORS AND PANELS

DIVISION 9 - FINISHES
09 21 16 ......... GYPSUM BOARD ASSEMBLIES
09 30 00 ......... TILING
09 91 00 ......... PAINTING

DIVISION 10 - SPECIALTIES
10 28 00 ......... TOILET AND BATH ACCESSORIES

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Selective Demolition

SECTION 02 41 19 - SELECTIVE DEMOLITION

PART 1 - GENERAL

1.1 SUMMARY
A. Section Includes:

1. Demolition and removal of selected portions of building or structure.

2. Salvage of existing items to be reused or recycled.

1.2 MATERIALS OWNERSHIP
A. Unless otherwise indicated, demolition waste becomes property of Contractor.

1.3 CLOSEOUT SUBMITTALS
A. Inventory of items that have been removed and salvaged.

1.4 FIELD CONDITIONS
A. Owner will occupy portions of the site immediately adjacent to selective demolition area. Conduct selective demolition so Owner's operations will not be disrupted.

B. Conditions existing at time of inspection for bidding purpose will be maintained by Owner as far as practical.

C. Notify Architect of discrepancies between existing conditions and Drawings before proceeding with selective demolition.

D. Hazardous Materials: It is not expected that hazardous materials will be encountered in the Work.

1. If suspected hazardous materials are encountered, do not disturb; immediately notify Architect and Owner . Hazardous materials will be removed by Owner under a separate contract.

E. Storage or sale of removed items or materials on-site is not permitted.

F. Utility Service: Maintain existing utilities indicated to remain in service and protect them against damage during selective demolition operations.

1. Maintain fire-protection facilities in service during selective demolition operations.

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G. Arrange selective demolition schedule so as not to interfere with Owner's operations.

1.5 WARRANTY
A. Existing Warranties: Remove, replace, patch, and repair materials and surfaces cut or damaged during selective demolition, by methods and with materials and using approved contractors so as not to void existing warranties.

PART 2 - PRODUCTS

2.1 PERFORMANCE REQUIREMENTS
A. Regulatory Requirements: Com ply with governing EPA notification regulations before beginning selective demolition. Comply with hauling and disposal regulations of authorities having jurisdiction.

B. Standards: Comply with ASSE A10.6 and NFPA 241.

PART 3 - EXECUTION

3.1 EXAMINATION
A. Verify that utilit ies have been disconnected and capped before starting selective demolition operations.

B. Inventory and record the condition of items to be removed and salvaged.

3.2 UTILITY SERVICES AND MECHANICAL/ELECTRICAL SYSTEMS
A. Existing Services/Systems to Remain: Maintain services/systems indicated to remain and protect them against damage.

B. Existing Services/Systems to Be Removed, Relocated, or Abandoned: Locate, identify, disconnect, and seal or cap off utility services and mechanical/electrical systems serving areas to be selectively demolished.

1. Arrange to shut off utilities with utility companies.

2. If services/systems are required to be removed, relocated, or abandoned, provide temporary services/systems that bypass area of selective demolition and that maintain continuity of services/systems to other parts of building.

3. Disconnect, demolish, and remove plumbing, equipment, and components indicated on Drawings to be removed.
a. Piping to Be Removed: Remove portion of piping indicated to be removed and cap or plug remaining piping with same or compatible piping material. b. Equipment to Be Removed: Disconnect and cap services and remove equipment.

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Selective Demolition

c. Equipment to Be Removed and Reinstalled: Disconnect and cap services and remove, clean, and store equipment; when appropriate, reinstall, reconnect, and make equipment operational.
d. Equipment to Be Removed and Salvaged: Disconnect and cap services and remove equipment and deliver to Owner.

3.3 PROTECTION
A. Temporary Protection: Provide temporary barricades and other protection required to prevent injury to people and damage to adjacent buildings and facilities to remain.

B. Temporary Shoring: Design, provide, and maintain shoring, bracing, and structural supports as required to preserve stability and prevent movement, settlement, or collapse of construction and finishes to remain, and to prevent unexpected or uncontrolled movement or collapse of construction being demolished.

C. Remove temporary barricades and protections where hazards no longer exist.

3.4 SELECTIVE DEMOLITION
A. General: Demolish and remove existing construction only to the extent required by new construction and as indicated. Use methods required to complete the Work within limitations of governing regulations and as follows:

1. Neatly cut openings and holes plumb, square, and true to dimensions required.

Use cutting methods least likely to damage construction to remain or adjoining construction. Use hand tools or small power tools designed for sawing or grinding, not hammering and chopping. Temporarily cover openings to remain.

2. Cut or dril l from the exposed or finished side into concealed surfaces to avoid marring existing finished surfaces.

3. Do not use cutting torches until work area is cleared of flammable materials. At concealed spaces, such as duct and pipe interiors, verify condition an d contents of hidden space before starting flame- cutting operations. Maintain portable fire- suppression devices during flame-cutting operations.

4. Maintain fire watch during and for at least one hour after flame- cutting operations.

5. Locate selective demolitio n equipment and remove debris and materials so as not to impose excessive loads on supporting walls, floors, or framing.

6. Dispose of demolished items and materials promptly.

B. Site Access and Temporary Controls: Conduct selective demolition and debris-removal operations to ensure minimum interference with roads, streets, walks, walkways, and other adjacent occupied and used facilities.

C. Removed and Salvaged Items:

1. Clean salvaged items.

2. Pack or crate items after cleaning. Identify contents of containers.

3. Store items in a secure area until delivery to Owner.

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Selective Demolition

4. Transport items to Owner's storage area as designated by Owner.

5. Protect items from damage during transport and storage.

D. Removed and Reinstalled Items:

1. Clean and repair items to functional condition adequate for intended reuse.

2. Pack or crate items after cleaning and repairing. Identify contents of containers.

3. Protect items from damage during transport and storage.

4. Reinstall items in locations indicated. Comply with installation requirements for new materials and equipment. Provide connections, supports, and miscellaneous materials necessary to make item functional for use indicated.

E. Existing Items to Remain: Protect construction indicated to remain against damage and soiling during selective demolition . When permitted by Architect, items may be removed to a suitable, protected storage location during selective demolition, then cleaned and reinstalled in their original locations after selective demolition operations are complete.

3.5 CLEANING
A. Remove demolition waste materials from Project site and dispose of them in an EPA - approved construction and demolition waste landfill acceptable to authorities having jurisdiction.

1. Do not allow demolished materials to accumulate on-site.

2. Remove and transport debr is in a manner that will prevent spillage on adjacent surfaces and areas.

B. Burning: Do not burn demolished materials.

C. Clean adjacent structures and improvements of dust, dirt, and debris caused by selective demolition operations. Return adjacent areas to condition existing before selective demolition operations began.

END OF SECTION 024119

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Concrete

SECTION 03 30 00 - CONCRETE

PART 1 - GENERAL

1.1 SUMMARY
A. This Section specifies cast -in-place concrete, including formwork, reinforcement, concrete materials, mix design, placement procedures, and finishes.

1.2 DEFINITIONS
A. Cementitious Materials: Portland cement alone or in combination with one or more of blended hydraulic cement, fly ash and other pozzolans, ground granulated blast - furnace slag, and silica fume.

1.3 SUBMITTALS
A. Product Data: For each type of manufactured material and product indicated.

B. Design Mixes: For each concrete mix. Include alternate mix designs when characteristics of materials, project conditions, weather, test results, or other circumstances warrant adjustments.

1. Indicate amounts of mix water to be withheld for later addition at Project site.

1.4 QUALITY ASSURANCE
A. Installer Qualifications: An experienced installer who has completed concrete Work similar in material, design, and extent to that indicated for this Project and whose work has resulted in construction with a record of successful in-service performance.

B. ACI Publications: Comply with the following, unless more stringent provisions are indicated:

1. ACI 301, “Specification for Structural Concrete.”

2. ACI 117, “Specifications for Tolerances for Concrete Construction and Materials.”

1.5 DELIVERY, STORAGE, AND HANDLING
A. Deliver, store, and handle steel reinforcement to prevent bending and damage.

1. Avoid damaging coatings on steel reinforcement.

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2. Repair damaged epoxy coatings on steel reinforcement according to ASTM D 3963/D 3963M.

PART 2 - PRODUCTS

2.1 FORM-FACING MATERIALS
A. Smooth-Formed Finished Concrete: Form -facing panels that will provide continuous, true, and smooth concrete surfaces. Furnish in largest practicable sizes to minimize number of joints.

1. Plywood, metal, or other approved panel materials.

B. Form-Release Agent: Commercially formulated form -release agent that will not bond with, stain, or adversely affect concrete surfaces and will not impair subsequent treatments of concrete surfaces.

C. Form Ties: Factory -fabricated, removable or snap- off metal or glass -fiber-reinforced plastic form ties designed to resist lateral pressure of fresh concrete on forms and to prevent spalling of concrete on removal.

1. Furnish units that will leave no corrodible metal closer than 1 inch (25 mm) to the plane of the exposed concrete surface.

2. Furnish ties that, when removed, will leave holes not larger than 1 inch (25 mm) in diameter in concrete surface.

3. Furnish ties with integral water -barrier plates to walls indi cated to receive damp - proofing or waterproofing.

2.2 STEEL REINFORCEMENT
A. Reinforcing Bars: ASTM A 615/A 615M, Grade 60 (Grade 420), deformed.

B. Low-Alloy-Steel Reinforcing Bars: ASTM A 706/A 706M, deformed.

C. Plain-Steel Wire: ASTM A 82, as drawn.

D. Deformed-Steel Wire: ASTM A 496.

E. Plain-Steel Welded Wire Fabric: ASTM A 185, fabricated from as -drawn steel wire into flat sheets.

F. Deformed-Steel Welded Wire Fabric: ASTM A 497, flat sheet.

2.3 REINFORCEMENT ACCESORIES
A. Bar Supports: Bolsters, chairs, spacers, and other devices for spacing, supporting, and fastening reinforcing bars and welded wire fabric in place. Manufacture bar supports according to CRSI’s “Manual of Standard Practice” from steel wire, plastic, precast

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Concrete

concrete or fiber -reinforced concrete o f greater compressive strength than concrete, and as follows:

1. For concrete surfaces exposed to view where legs of wire bar supports contact forms, use CSRI Class 1 plastic -protected or CRSI Class 2 stainless -steel bar supports.

B. Joint Dowel Bars: Plain -steel bars, ASTM A 615/A 615M, Grade 60 (Grade 420). Cut bars true to length with ends square and free of burrs.

2.4 CONCRETE MATERIALS
A. Portland Cement: ASTM C 150, Type V.

B. Blended Hydraulic Cement: ASTM C 595M, Type IP, Portland-pozzolan cement.

C. Silica Fume: ASTM C 1240, amorphous silica.

D. Normal-Weight Aggregate: ASTM C 33, uniformly graded, 1- inch maximum aggregate size.

E. Water: Potable and complying with ASTM C 94.

2.5 ADMIXTURES
A. General: Admixtures certified by manufacturer to contain not more than 0.1 percent water-soluble chloride ions by mass of cementitious material and to be compatible with other admixtures and cementitious materials. Do not use admixtures containing calcium chloride.

B. Air-Entraining Admixture: ASTM C 260.

C. Water-Reducing Admixture: ASTM C 494, Type A.

D. High-Range, Water-Reducing Admixture: ASTM C 494,Type F.

E. Water-Reducing and Accelerating Admixture: ASTM C 494, Type E.

F. Water-Reducing and Retarding Admixture: ASTM C 494, Type D.

G. Corrosion-Inhibiting Admixture: Commercially formulated, anodic inhibitor or mixed cathodic and anodic inhibitor; capable of forming a protective barrier and minimizing chloride reactions with steel reinforcement in concrete.

2.6 CURING MATERIALS
A. Evaporation Retarder: Waterborne, monomolecular film forming, manufactured for application to fresh concrete.

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B. Absorptive Cover: AASHTO M 182, Class 2, burlap cloth made from jute or kenaf, weighing approximately 9 oz./sq. yd. (305 g/sq. m) dry.

C. Moisture-Retaining Cover: ASTM C 171, polyethylene film or whit burlap -polyethylene sheet.

D. Water: Potable.

E. Clear, Solvent -Borne, Membrane -Forming Curing Compound: ASTM C 309, Type I, Class B.

F. Clear, Waterborne, Membrane-Forming Curing Compound: ASTM C 309, Type I, Class B.

G. Clear, Waterborne, Membrane-Forming Curing Compound: ASTM C 309, Type I, Class B, 18 to 22 percent solids.

H. Clean, Solvent -Borne, Membrane- Forming Curing and Sealing Compound: ASTM C 1315, Type I, Class A.

I. Clear, Waterborne, Membrane-Forming Curing and Sealing Compound: ASTM C 1315, Type I, Class A.

2.7 RELATED MATERIALS
A. Joint-Filler Strips: ASTM D 1751, asphalt-saturated cellulosic fiber.

B. Joint-Filler Strips: ASTM D 1752, cork or self-expanding cork.

C. Joint-Filler Strips: ASTM D 1751, asphalt -saturated cellulosic fiber, or ASTM D 1752, cork or self-expanding cork.

D. Epoxy Joint Filler: Two- component, semirigid, 100 percent solids, epoxy resin with a Shore A hardness of 80 per ASTM D 2240.

E. Bonding Agent: ASTM C 1059, Type II, non- redispersible, acrylic emulsion or styrene butadiene.

F. Epoxy-Bonding Adhesive: ASTM C 881, two-component epoxy resin, capable of humid curing and bonding to damp surfaces, of class and grade to suit requirements, and as follows:

1. Type II, non -load bearing, for bonding freshly mixed concrete to hardened concrete.

2. Types I and II, non-load bearing, for bonding hardened of freshly mixed concrete to hardened concrete.

3. Types IV and V, load bearing, for bonding hardened or freshly mixed concrete to hardened concrete.

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2.8 REPAIR MATERIALS
A. Repair Underlayment: Cement-based, polymer-modified, self-leveling product that can be applied in thickness from 1/8 inch (3.2 mm) and that can be feathered at edges to match adjacent floor elevations.

1. Cement Binder: ASTM C 150, portland cement or hydraul ic or blended hydraulic cement as defined in ASTM C 219.

2. Primer: Product of topping manufacturer recommended for substrate, conditions, and application.

3. Aggregate: Well-graded, washed gravel, 1/8 to 1/4 inch (3 to 6 mm) or coarse sand as recommended by underlayment manufacturer.

4. Compressive Strength: Not less than 4100 psi (29 Mpa) at 28 days when tested according to ASTM C 109/C 109M.

B. Repair Topping: Traffic-bearing, cement-based, polymer-modified, self-leveling product that can be applied in thickness from 1/4 inch (6 mm).

1. Cement Binder: ASTM C 150, portland cement or hydraulic or blended hydraulic cement as defined in ASTM C 219.

2. Primer: Product of underlayment manufacturer recommended for substrate, conditions, and application.

3. Aggregate: Well-graded, washed gravel, 1/8 to 1/4 inch (3 to 6 mm) or coarse sand as recommended by topping manufacturer.

4. Compressive Strength: Not less than 5700 psi (39 Mpa) at 28 days when tested according to ASTM C 109/C 109M.

2.9 CONCRETE MIXES
A. Prepare design mixes for each type and strength of concrete determined by either laboratory trial mix or field test data bases, as follows:

1. Proportion normal-weight concrete according to ACI 211.1 and ACI 301.

B. Use a qualified independent testing agency for preparing and reporting proposed mix designs for the laboratory trial mix basis.

C. Cementitious Materials: Limit percentage, by weight, of cementitious materials other than Portland cement in concrete as follows:

1. Fly Ash: 15 percent.

2. Combined Fly Ash and Pozzolan: 25 percent.

3. Silica Fume: 10 percent.

D. Do not air entrain concrete to trowel -finished interior floors and suspended slabs. Do not allow entrapped air content to exceed 3 percent.

E. Synthetic Fiber: Uniformly disperse in concrete mix at manufacturer’s recommended rate, but not less than 1.5 lb./cu. Yd. (0.90 kg/cu. M).

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F. Admixtures: Use admixtures according to manufacturer’s written instructions.

1. Use water -reducing admixture or high- range water -reducing admixture (superplasticizer) in concrete, as required, for placement and workability.

2. Use water -reducing and retarding admixture when required by high temperatures, low humidity, or other adverse placement conditions.

3. Use water -reducing admixture in pumped concrete, concrete for heavy -use industrial slabs and parking struc ture slabs, concrete required to be watertight, and concrete with a water-cementitious materials ratio below 0.50.

4. Use corrosion-inhibiting admixture in concrete mixes where indicated.

2.10 FABRICATION REINFORCEMENT
A. Fabricate steel reinforcement according to CRSI’s “Manual of Standard Practice.”

2.11 CONCRETE MIXING
A. Ready-Mixed Concrete: Measure, batch, mix, and deliver concrete according to ASTM C 94, and furnish batch ticket information.

B. Project Site Mixing: Measure, batch, and mix concrete materials and concrete according to ASTM C94. Mix concrete materials in appropriate drum -type batch machine mixer.

PART 3 - EXECUTION

3.1 FORMWORK
A. Design, erect, shore, brace, and maintain formwork, according to ACI 301, to support vertical, lateral, static, and dynamic loads, and construction loads that might be applied, until concrete structure can support such loads.

B. Construct formwork so concrete members and structures are of size, shape, alignment, elevation, and position indicated, within tolerance limits of ACI 117.

C. Chamfer exterior corners and edges of permanently exposed concrete.

D. Form openings, chases, offsets, sinkages, keyways, reglets, blocking, screeds, and bulkheads required in Work. Determine sizes and locations from trades providing such items.

E. Clean forms and adjac ent surfaces to receive concrete. Remove chips, wood, sawdust, dirt, and other debris just before placing concrete.

F. Coat contact surfaces of forms with form -release agent, according to manufacturer’s written instructions, before placing reinforcement.

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3.2 EMBEDDED ITEMS
A. Place and secure anchorage devices and other embedded items required for adjoining work that is attached to or supported by cast -in-place concrete. Use Setting Drawings, templates, diagrams, instructions, and directions furnished with items to be embedded.

1. Install anchor bolts, accurately located, to elevations required.

3.3 REMOVING AND REUSING FORMS
A. General: Formwork, for sides of beams, walls, columns, and similar parts of the Work, that does not support weight of concrete may be removed after c umulatively curing at not less than 50 deg F (10 deg C) for 24 hours after placing concrete provided concrete is hard enough to not be damaged by form -removal operations and provided curing and protection operations are maintained.

B. Leave formwork, for beam soffits, joists, slabs, and other structural elements, that supports weight of concrete in place until concrete has achieved the following:

1. At least 70 percent of 28-day design compressive strength.

2. Determine compressive strength of in- place concrete by t esting representative field or laboratory cured test specimens according to ACI 301.

C. Clean and repair surfaces of forms to be reused in the Work. Split, frayed, delaminated, or otherwise damaged form -facing material will not be acceptable for exposed surfaces. Apply new form-release agent.

3.4 SHORES AND RESHORES
A. Comply with ACI 318 (ACI 318M), ACI 301, and recommendation in ACI 347R for design, installation, and removal of shoring and reshoring.

3.5 STEEL REINFORCEMENT
A. General: Comply with CRSI’s “Manual of Standard Practice” for placing reinforcement.

B. Clean reinforcement of loose rust and mill scale, earth, ice, and other foreign materials C. Accurately position, support, and secure reinforcement against displacement. Locate and support reinforcement with bar supports to maintain concrete cover. Do not tack weld crossing reinforcing bars.

D. Shop or field weld reinforcement according to AWS D1.4, where indicated.

E. Set wire ties with ends directed into concrete, not toward exposed concrete surfaces.

Alga Norte Park
City of Carlsbad
033000 - 8
Concrete

3.6 CONCRETE PLACEMENT
A. Before placing concrete, verify installation of formwork, reinforcement, and embedded items is complete and that required inspections have been performed.

B. Before placing concrete, water may be added at Project site, subject to limitations of ACI 301. Do not add water to concrete after adding high- range water -reducing admixtures to mix.

C. Deposit concrete continuously or in layers of such thickness that no new concrete will be placed on concrete that has hardened enough to cause seams or planes of weakness. If a section cannot be placed continuously, provide construction joints as specified.

D. Deposit concrete in forms in horizontal layers no deeper than 24 inches (600 mm) and in a manner to avoid inclined construction joints. Place each layer while proceeding layer is still plastic, to avoid cold joints.

1. Consolidate placed concrete with mechanical vibrating equipment. Use equipment and procedures for consolidating concrete recommended by ACI 309R.

E. Cold-Weather Placement: Place concrete according to recommendations in ACI 306.1.

F. Hot-Weather Placement: Place concrete according to recommendations in ACI 305R.

3.7 FINISHING FORMED SURFACES
A. Smooth-Formed Finish: As -cast concrete texture imparted by form -facing material, arranged in an orderly and symmetrical manner with a minimum of seams. Repair and patch tie holes and defective areas. Remove fins and other projections exceeding 1/8 inch (3 mm) in height.

1. Apply to concrete surfaces exposed to public view or to be covered with a coating or covering material applied directly to concrete, such as waterproofing, damp-proofing, veneer plaster, or painting.

2. Do not apply rubbed finish to smooth-formed finish.

B. Related Unformed Surfaces: At tops of walls, horizontal offsets, and similar unformed surfaces adjacent to formed surfaces, strike off smooth and finish with a texture matching adjacent formed surfaces. Continue final surface treatment of formed surfaces uniformly across adjacent unformed surfaces, unless otherwise indicated.

3.8 FINISHING FLOORS AND SLABS
A. General: Comply with recommendations in ACI 302.1R for screeding, restraightening, and finishing operations for concrete surfaces. Do not wet concrete surfaces.

B. Trowel Finish: After applying float finish, apply first trowel finish and consolidate concrete by hand or power -driven trowel. Continue troweling passes and restraighten

Alga Norte Park
City of Carlsbad
033000 - 9
Concrete

until surface is free of trowel marks and uniform in texture and appearance. Grind smooth any surface defects that would telegraph applied coatings on floor coverings.

1. Apply a trowel finish to surfaces indicated and to floor and slab surfaces exposed to view or to be covered with resilient flooring, carpet, ceramic or quarry tile set over a cleavage membrane, paint, or another thin film-finish coating system.

C. Trowel and Fine- Broom Finish: Apply a partial trowel finish, stopping after second troweling, to surfaces indicated and to surfaces where ceramic or quarry tile is to be installed by either thickset or thin-set method. Immediately after second troweling, and when concrete is still plastic, slightly scarify surface with a fine broom.

3.9 MISCELLANEOUS CONCRETE ITEMS
A. Filling In: Fill in holes openings left in concrete structures, unless otherwise indicated, after work of other trades is in place. Mix, place, and cure concrete, as specified, to blend with in-place construction. Provide other miscellaneous concrete filling indicated or required to complete Work.

3.10 CONCRETE PROTECTION AND CURING
A. General: Protect freshly placed concrete from premature drying and excessive cold or hot temperatures. Comply with ACI 306.1 for cold -weather protection and with recommendations in ACI 305R for hot-weather protection during curing.

B. Evaporation Retarder: Apply evaporation retarder to uniformed concrete surfaces if hot, or windy conditions existing before and during finishing operations. Apply according to manufacturer’s written instructions after placing, screeding, and bull floating or darbying concrete, but before float finishing.

C. Formed Surfaces: Cure formed surfaces, including underside of beams, supported slabs, and other similar surfaces. If forms remain during curing period, moist cure after loosening forms. If removing forms before end of curing period, continue curing.

D. Unformed Surfaces: Begin curing immediately after finishing concrete. Cure unformed surfaces, including floors and slabs, concrete floor toppings, and other surfaces, by one or a combination of the following methods:

1. Moisture Curing: Keep surfaces continuously moist for not less than seven days with the following materials:
a. Water.
b. Continuous water-fog spray.
c. Absorptive cover, water saturated, and kept continuously wet. Cover concrete surfaces and edges with 12- inch (300 -mm) lap over adjacent absorptive covers.

2. Moisture-Retaining Cover Curing: Cover concrete surfaces with moisture- retaining cover for curing concrete, placed in widest practicable width, with sides and ends lapped at least 12 inches (300 mm), and sealed by waterproof tape or

Alga Norte Park
City of Carlsbad
033000 - 10
Concrete

adhesive. Cure for not less than seven days. Immediately repair any holes or tears during curing period using cover material and waterproof tape. a. Moisture cure or use moisture-retaining covers to cure concrete surfaces to receive floor coverings.
b. Moisture cure or use moisture-retaining covers to cure concrete surfaces to receive penetrating liquid floor treatments.
c. Cure concrete surfaces to receive floor coverings with either a moisture - retaining cover or a curing compound that the manufacturer recommends for use with floor coverings.

3. Curing Compound: Apply uniformly in con tinuous operation by power spray or roller according to manufacturer’s written instructions. Recoat areas subjected to heavy rainfall within three hours after initial application. Maintain continuity of coating and repair damage during curing period.

4. Curing and Sealing Compound: Apply uniformly to floors and slabs indicated in a continuous operation by power spray or roller according to manufacturer’s written instructions. Recoat areas subjected to heavy rainfall within three hours after initial applicat ion. Repeat process 24 hours later and apply a second coat.

Maintain continuity of coating and repair damage during curing period.

3.11 JOINT FILLING
A. Prepare, clean, and install joint filler according to manufacturer’s written instructions.

Defer joint filling until concrete has aged at least two months. Do not fill joints until construction traffic has substantially ceased.

B. Remove dirt, debris, saw cuttings, curing compounds, and sealers from joints; leave contact faces of joint clean and dry.

C. Install semigrid epoxy joint filler full depth in saw -cut joints (not including control joints at slab-on-grade) and at least 2 inches (50 mm) deep in formed joints. Overfill joint and trim joint filler flush with top of joint after hardening.

3.12 CONCRETE SURFACE REPAIRS
A. Defective Concrete: Repair and patch defective areas when approved by Architect.

Remove and replace concrete that cannot be repaired and patched to Architect’s approval.

B. Patching Mortar: Mix dry-pack patching mortar, consisting of one part portland cement to two and one- half parts fine aggregate passing a No. 16 (1.2 -mm) sieve, using only enough water for handling and placing.

C. Repair formed surface defects which include color and texture irregularities, cracks, spalls, sir bubbles, honeycombs, rock pocket s, fins and other projections on the surface, and stains and other discolorations that cannot be removed by cleaning.

D. Perform structural repairs of concrete, subject to Architect’s approval, using epoxy adhesive and patching mortar.

Alga Norte Park
City of Carlsbad
033000 - 11
Concrete

END OF SECTION 033000

Alga Norte Park
City of Carlsbad
061000 - 1
Rough Carpentry

SECTION 06 10 00 – ROUGH CARPENTRY

PART 1 - GENERAL

1.1 SUMMARY
A. This Section includes the following:

1. Framing with dimension lumber.

1.2 DEFINITIONS
A. Dimension Lumber: Lumber of 2 inches nominal (38 mm actual) or greater but less than 5 inches nominal (114 mm actual) in least dimension.

B. Lumber grading agencies, and the abbreviations used to reference them, include the following:

1. NeLMA: Northeastern Lumber Manufacturers’ Association.

2. NLGA: National Lumber Grades Authority.

3. RIS: Redwood Inspection Service.

4. SPIB: The Southern Pine Inspection Bureau.

5. WCLIB: West Coast Limber Inspection Bureau.

6. WWPA: Western Wood Products Association.

1.3 SUBMITTALS
A. Product Data: For each type of process and factory -fabricated product. Indicate component materials and dimensions and include construction and application details.

1. Include data for wood- preservative treatment from chemical treatment manufacturer and certification by treating plant that treated materials comply with requirements. Indicate type of preservative used and net amount of preservative retained.

2. For products receiving a waterborne treatment, include statement that moisture content of treated materials was reduced to levels specified before shipment to Project site.

3. Include copies of warranties from chemical treatment manufacturers for each type of treatment.

B. Research/Evaluation Reports: For the following, showing compliance with building code in effect for Project:

1. Wood-preservative-treated wood.

2. Power-driven fasteners.

Alga Norte Park
City of Carlsbad
061000 - 2
Rough Carpentry

3. Powder-actuated fasteners.

4. Expansion anchors.

1.4 QUALITY ASSURANCE
A. Source Limitations for Engineered Wood Products: Obtain each type of engineered wood product through one source from a single manufacturer

1.5 DELIVERY, STORAGE, AND HANDLING
A. Stack lumber flat with spacers between each bundle to provide air circulation. Provide for air circulation around stacks and under coverings.

PART 2 - PRODUCTS

2.1 WOOD PRODUCTS, GENERAL
A. Lumber DOC PS 20 and applicable rules of grading agencies indicated. If no grading agency is indicated, provide lumber that complies with the applicable rules of any rules- writing agency certified by the ALSC Board of Review. Provide lumber graded by an agency certified by the ALSC Board of Review to inspect and grade lumber under the rules indicated.

1. Factory mark each piece of lumber with grade stamp of grading agency.

2. Provide dressed lumber, S4S, unless otherwise indicated.

2.2 WOOD-PRESERVATIVE-TREATED LUMBER
A. Preservative Treatment by Pressure Process: AWPA C2, except that lumber that is not in contact with the ground and is continuously protected from liquid water may be treated according to AWPA C31 with inorganic boron (SBX)].

1. Preservative Chemicals: Acceptable to authorities having jurisdiction.

B. Kiln-dry lumber after treatment to a maximum moisture content of 19 percent. Do not use material that is warped or does not comply with requirements for untreated material.

C. Mark lumber with treatment quality mark of an inspection agency approved by the ALSC Board of Review.

D. Application: Treat items indicated on Drawings as “P.T.”, and the following:

1. Wood cants, nailers, curbs, equipment support bases, blocking, stripping, and similar members in connection with roofing, flashing, vapor barriers, and waterproofing.

2. Wood sills, sleepers, blocking, and similar concealed mem bers in contact with masonry or concrete.

Alga Norte Park
City of Carlsbad
061000 - 3
Rough Carpentry

2.3 FIRE-RETARDENT-TREATED MATERIALS
A. General: Comply with performance requirements in AWPA C20 (lumber) and AWPA C27 (plywood).

1. Use Interior Type A, unless otherwise indicated.

B. Identify fire-retardant-treated wood with appropriate classification marking of testing and inspecting agency acceptable to authorities having jurisdiction.

C. Application: Treat items indicated on Drawings, and the following:

1. Framing for non-load-bearing partitions.

2.4 DIMENSION LUMBER FRAMING
A. Maximum Moisture Content: 15 percent
B. Non-Load-Bearing Interior Partitions: Construction or No. 2 grade of any species.

2.5 MISCELLANEOUS LUMBER
A. General: Provide miscellaneous lumber indicated and lumber for support or attachment of other construction.

B. For items of dimension lumber size, provide Construction or No. 2 lumber with 15 percent maximum moisture content of any species.

C. For blocking and nailers used for attachment of other construction, select and cut lumber to eliminate knots and other defects that will interfere with attachment of other work.

2.6 FASTENERS
A. General: Provide fasteners of size and type indicated that comply with requirements specified in this Article for material and manufacture.

1. Provide fasteners with hot-dip zinc coating complying with ASTM A 153/A 153M.

B. Nails, Brads, and Staples: ASTM F 1667.

C. Power-Driven Fasteners: NES NER-272.

D. Wood Screws: ASME B18.6.1.

E. Lag Bolts: ASME B18.2.1 (ASME B18.2.3.8M).

F. Bolts: Steel bolts complying with ASTM A 307, Grade A (ASTM F 568M, Property Class

4.6); with ASTM A 563 (ASTM A 563M) hex nuts and, where indicated, flat washers.

G. Expansion Anchors: Anchor bolt and sleeve assembly of material indicated below with capability to sustain, without failure, a load equal to 6 times the load imposed when installed in unit masonry assemblies and equal to 4 times the load imposed when

Alga Norte Park
City of Carlsbad
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Rough Carpentry

installed in concrete as determined by testing per ASTM E 488 conducted by a qualified independent testing and inspecting agency.

1. Material: Carbon-steel components, zinc plated to comply with ASTM B 633, Class Fe/Zn 5.

2.7 METAL FRAMING ANCHORS
A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following:

B. Manufacturers: Subject to compliance with requirements, provide products by one of the following:

C. Basis-of-Design Products: Subject to compliance with requirements, provide products indicated on Drawings or comparable products by one of the following:

1. Alpine Engineered Products, Inc.

2. Cleveland Steel Specialty Co.

3. Harlen Metal Products, Inc.

4. KC Metals Products, Inc.

5. Simpson Strong-Tie Co., Inc.

6. Southeastern Metals Manufacturing Co., Inc.

7. USP Structural Connectors.

D. Allowable Design Loads: Provide products with allowable design loads, as published by manufacturer, that meet or exceed those indicated. Manufacturer’s published values shall be determined from empirical data or by rational engineering analysis and demonstrated by comprehensive testing performed by a qualified independent testing agency.

E. Galvanized Steel Sheet: Hot-dip, zinc-coated steel sheet complying with ASTM A 653/A 653M, G60 (Z180) coating designation.

1. Use for interior locations where stainless steel is not indicated.

2.8 MISCELLANEOUS MATERIALS
A. Sill-Sealer Gaskets: Closed-cell neoprene foam, ¼ inch (6.4 mm) thick, selected from manufacturer’s standard widths to suit width of sill members indicated.

B. Water-Repellent Preservative: NWWDA-tested and -accepted formulation containing 3- iodo-2-propynyl butyl carbamate, combined with an insecticide containing chloropyrifos as its active ingredient.

Alga Norte Park
City of Carlsbad
061000 - 5
Rough Carpentry

PART 3 - EXECUTION

3.1 INSTALLATION, GENERAL
A. Set rough carpentry to required levels and lines, with members plumb, true to line, cut, and fitted. Fit rough carpentry to other construction; scribe and cope as needed for accurate fit. Locate furring, nailers, blocking, grounds, and similar supports to comply with requirements for attaching other construction.

B. Framing Standard: Comply with AF&PA’s “Details for Conventional Wood Frame Construction,” unless otherwise indicated.

C. Metal Framing Anchors: Install metal framing to comply with manufacturer’s written instructions.

D. Do not splice structural members between supports, unless otherwise indicated.

E. Provide blocking and framing as indi cated and as required to support facing materials, fixtures, specialty items, and trim.

1. Provide metal clips for fastening gypsum board or lath at corners and intersections where framing or blocking does not provide a surface for fastening edges of panels. Space clips not more than 16 inches (406 mm) o.c.

F. Provide fire blocking in furred spaces, stud spaces, and other concealed cavities as indicated and as follows:

1. Fire block concealed spaces of wood -framed walls and partitions at each floor level, at ceiling line of top story, and at not more than 96 inches (2438 mm) o.c.

Where fire blocking is not inherent in framing system used, provide closely fitted solid wood block of same width as framing members and 2-inch nominal- (38-mm actual-) thickness.

G. Sort and select lumber so that natural characteristics will not interfere with installation or with fastening other materials to lumber. Do not use materials with defects that interfere with function of member or pieces that are too small to use with minimum number of joints or optimum joint arrangement.

H. Comply with AWPA M4 for applying field treatment to cut surfaces or preservative - treated lumber.

1. Use inorganic boron for items that are continuously protected from liquid water.

2. Use copper naphthenate for items not continuously protected from liquid water.

I. Securely attach rough carpentry work to substrate by anchoring and fastening as indicated, complying with the following:

1. NES NER-272 for power-driven fasteners.

2. Table 2304.9.1, “Fastening Schedule,” in ICC’s International Building Code.

Alga Norte Park
City of Carlsbad
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Rough Carpentry

3. Table 23-II-B-1, “Nailing Schedule,” and Table 23 -II-B-2, “Wood Structural Panel Roof Sheathing Nailing Schedule,” in ICBO’s Uniform Building Code.

4. Table 2305.0, “Fastening Schedule,” in BOCA’s BOCA National Building Code.

5. Table 2306.1, “Fastening Schedule,” in SBCCI’s Standard Building Code.

6. Table R602.3(1), “Fastener Schedule for Structural members,” and Table R602.3(2), “Alternate Attachments,” in ICC’s International Residential Code for One- and Two-Family Dwellings.

7. Table 602.3(1), “Fastener Schedule for Structural Members,” and Table 602.3(2), “Alternate Attachments,” in ICC’s International One- and Two- Family Dwelling Code.

J. Use common wire nails, unless otherwise indicated. Select fasteners of size that will not fully penetrate members where opposite side will be exposed to view or will receive finish materials. Make tight connections between members. Install fasteners without splitting wood; do not countersink nail heads, unless otherwise indicated.

3.2 WALL AND PARTITION FRAMING INSTALLATION
A. General: Provide single bottom plate and double top plates using members of 2 -inch nominal (38-mm actual) thickness whose widths equal that of studs, except single top plate may be used for non-load-bearing partitions and for load-bearing partitions where framing members bearing on partition are located directly over studs. Fasten plates to supporting construction, unless otherwise indicated.

1. For interior partitions and walls, provide 2 -by-4-inch nominal - (38-by-89-mm actual-) size wood studs spaced 16 inches (406 mm) o.c. unless otherwise indicated.

2. Provide continuous horizontal blocking at mid height of partitions more than 96 inches (2438 mm) high, using members of 2- inch nominal (38- mm actual) thickness and of same width as wall or partitions.

B. Construct corners and intersections with three or more studs, except that two studs may be used for interior non-load-bearing partitions.

3.3 PROTECTION
A. Protect wood that has been treated with inorganic boron (SBX) from weather. If, despite protection, inorganic boron- treated wood becomes wet, apply EPA -registered borate treatment. Apply borate solution by spraying to comply with EPA-registered label.

B. Protect rough carpentry from weather. If, despite protection, rough carpentry becomes wet, apply EPA-registered borate treatment. Apply borate solution by spraying to comply with EPA-registered label.

END OF SECTION 061000

Alga Norte Park
City of Carlsbad
071400 - 1
Fluid Applied Waterproofing

SECTION 07 14 00 – FLUID-APPLIED WATERPROOFING

PART 1 - GENERAL

1.1 WORK INCLUDED
A. Fluid applied membrane waterproofing at shower floors and walls.

1.2 RELATED WORK
A. Section 09 30 00 – Tiling.

1.3 REFERENCES
A. Tile Council of North America (TCNA) – Handbook, latest version.

1.4 QUALITY ASSURANCE
A. Membrane Manufacturer: Company specializing in liquid waterproofing membrane systems with three years minimum experience.

B. Applicator: Company specializing in application of specified waterproofing with 5 years minimum documented experience and approved by manufacturer.

1.5 SUBMITTALS
A. Submit product data under provisions of Section 01 33 00.

B. Submit product data for all materials used in system, including. primers, membrane material, flexible flashing, and joint and crack sealants. provide written certification of current VOC approval of all products used in system.

C. Accompanying product data, submit complete installation methods, with temperature range for application of waterproofing membrane.

D. Accompanying product date, submit letter certifying compatibility and acceptability of specified substrate, including preparation, for selected waterproofing system.

1.6 ENVIRONMENTAL REQUIREMENTS
A. Do not apply waterproofing during inclement weather or when air or substrate temperature is below 40 degrees F.

Alga Norte Park
City of Carlsbad
071400 - 2
Fluid Applied Waterproofing

1.7 GUARANTEE
A. Contractor’s Guarantee

1. Provide Owner with written Guarantee on Contractor’s letterhead, and signed by General Contractor and waterproofing system subcontractor.

2. Provide manufacturer’s guarantee for a time period specified, commencing from the date of final acceptance of the project, against the following defect or failures:
a. Membrane delamination from substrate.
b. Free water penetration through membrane and substrate. c. Water vapor t ransmission through membrane in excess of specified characteristics.

3. Make inspections and emergency repairs to defects or leaks in the waterproofing system within twenty-four (24) hours of receipt of notice from the Owner.

4. Restore the affected areas to the standard of the original specifications as soon as weather permits.

PART 2 - PRODUCTS

2.1 MANUFACTURERS
A. Basis of Design: Characteristics of specific products, where named in this Section, are indicated to establish required level of quality, appearance, and performanc e. The Architect will consider comparable products by alternate manufacturers where listed, and requests for substitutions, under the provisions of Section 01 25 00.

2.2 FLUID APPLIED WATERPROOFING
A. Shower Floors:

1. Manufacturer: CIM or approved equal.

2. Series: 1000; Liquid applied single component self -curing rubber polymer waterproofing.

3. Cured Thickness: 0.120 inches (120 mils).

4. Warranty: 20-year manufacturer’s product warranty. 10-year contractor’s labor and material warranty.

B. Shower Walls and Floors:

1. Manufacturer: Laticrete

2. Series: Hydroban; Liquid applied single component self -curing rubber polymer waterproofing.

3. Cured Thickness: 0.030 inches (30 mils)

4. Warranty: 10-year manufacturer’s system warranty. 10-year contractor’s labor and material warranty.

C. Accessories: Provide all required primers, detailing materials, sealants and reinforcing membranes required for complete installation.

Alga Norte Park
City of Carlsbad
071400 - 3
Fluid Applied Waterproofing

1. Drainage Board: J-Drain, Series 150T with integral filter fabric.

2.3 OTHER MATERIALS
A. Provide all other materials, not specif ically described but required for complete and proper installation of this work, as selected by the contractor and subject to the approval of the Architect.

PART 3 - EXECUTION

3.1 SURFACE CONDITIONS
A. Inspection

1. Prior to work of this section, carefully inspect previously installed work. Verify all such work is complete to the point where this installation may properly commence.

2. Verify that work of this section may be installed in strict accordance with the original design, all pertinent codes and regulations, and all pert inent portions of the referenced standards.

3. In the event of discrepancy, immediately notify the Architect.

4. Do not proceed with installation in areas of discrepancy until all such discrepancies have been fully resolved.

3.2 PREPARATION
A. Clean and prepare surfaces to receive waterproofing, in accordance with manufacturer’s instructions.

B. Apply sealant or mastic at all penetrations, small cracks, and irregularities in substrate.

C. Protect adjacent surfaces not designated to receive waterproofing.

3.3 APPLICATION
A. Apply membrane in strict accordance with manufacturer’s instructions.

B. Install membrane flashings at all joints. Provide cants at all joints with trowel grade materials or approved alternate.

C. Apply and spread membrane to specified mil thickness. Extend completely into drain inlets.

D. Do not permit material to remain exposed to sunlight for more than 8 hours without installation of temporary or permanent protection system.

Alga Norte Park
City of Carlsbad
071400 - 4
Fluid Applied Waterproofing

3.4 FIELD QUALITY CONTROL – HORIZONTAL APPLICATIONS
A. Allow material to f ully cure. Provide temporary protection boards at construction traffic areas.

B. On completion of membrane installation, dam installation area as directed by Architect/Engineer, in preparation for flood testing.

C. Flood to minimum depth of 1 inch with clean wat er. After 48 hours, verify there are no leaks with Architect.

D. When leaking is found, remove water, patch leaking areas with new waterproofing materials as directed by Architect; repeat flood test. Repair damage to building.

E. When area is proven watertight, drain water and remove dam.

F. Repair to the Architect’s satisfaction any evidence of leaking or membrane defects.

3.5 PROTECTION OF INSTALLED CONSTRUCTION
A. Do not permit traffic over unprotected or uncovered membrane.

END OF SECTION 071400

Alga Norte Park
City of Carlsbad
079200 - 1
Joint Sealants

SECTION 07 92 00 – JOINT SEALANTS

PART 1 - GENERAL

1.1 SECTION INCLUDES
A. Sealants and joint treatment necessary to provide a positive barrier against passage of moisture and air.

B. Sealants at material joints necessary to provide closure for ease of cleaning and maintenance.

1.2 RELATED SECTIONS
A. Section 09 30 00 – Tiling

1.3 QUALITY ASSURANCE
A. Qualifications: Provide adequate numbers of skilled staff, thoroughly trained and experienced in the necessary craft and installation methods associated with the specified products.

1.4 SUBMITTALS
A. Materials List/Product Data: Submit complete materials list, including catalogue data, of all materials, equipment, and products.

1.5 COORDINATION
A. Coordination: Sequence all work to assure an orderly progress in the project, without removal of previously installed work, and so as to prevent damage to finishes and products.

1.6 PRODUCT HANDLING
A. Protection: Use all means necessary to protect work in this section before, during and after installation and to protect the installed work and materials of all other trades.

B. Replacements: In the event of damage, immediately make all repairs and replacements necessary to the approval of the Architect and at no additional cost to the Owner.

C. Product Storage: Do not retain on site any material w hich has exceeded the shelf life recommended by the manufacturer.

Alga Norte Park
City of Carlsbad
079200 - 2
Joint Sealants

1.7 GUARANTEE
A. Contractor’s Guarantee

1. Provide Owner with written Guarantee on Contractor’s letterhead, and signed by General Contractor and sealant system subcontractor.

2. Provide guarantee for a time period of five years, commencing from the date of final acceptance of the project, against the following defects:
a. Adhesive or cohesive sealant joint failure.
b. Pin holes or blistering of sealant joint.
c. Staining of adjacent substrate or surrounding material. d. Chalking or color change exceeding manufacturers published data.

3. Make inspections and emergency repairs to defects or leaks in the sealant system within twenty-four (24) hours of receipt of notice from the Owner.

4. Restore the affected areas to the standard of the original specifications as soon as weather permits.

PART 2 - PRODUCTS

2.1 MANUFACTURERS
A. Basis of Design: Characteristics of specific products, where named in this Section, are indicated to establish required level of quality, appearance, and performance. The Architect will consider comparable products by alternate manufacturers where listed, and requests for substitutions, under the provisions of Section 01 25 00.

2.2 SEALANTS
A. General

1. All sealants for any one Type shall be the product of a single manufacturer, suitable for the intended use, and per the following product characteristics.

2. Unless noted otherwise, use sealants in application as defined below.

3. For other applications provide products especially formulated for the proposed use and approved in advance by the Architect.

B. Products: SikaFlex 1A; premium grade, moisture cured, single component polyurethane- based elastomeric sealant.

1. Color:
a. Colors for each sealant application will be selected by the Architect from standard colors normally available from the manufacturer’s complete line of running line colors, including premium and special color lines for each specified product.

Alga Norte Park
City of Carlsbad
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Joint Sealants

2.3 ACCESORIES
A. Pre-compressed Joint Filler: Where shown, provide pre-compressed joint filler material, sized for 20% compression.

B. Primers: Provide primer as specifically recommended for this installation by the manufacturer of the sealant used and have been tested for staining, adhesion and durability on all applicable surfaces.

C. Back-up Materials: Use only those backup materials which are specifically recommended for this installation by the sealant manufacturer, non-absorbent and non- staining.

D. Masking Tape: For masking around joints, provide and appropriate masking tape which will effectively prevent application of sealant on surfaces not scheduled to receive it, and which is removable without damage to substrate.

2.4 OTHER MATERIALS
A. Provide other materials, not specifically described but required for a complete and proper installation, as selected by the Contractor subject to the approval of the Architect.

PART 3 - EXECUTION

3.1 SURFACE CONDITIONS
A. Inspection

1. Prior to work of this section, carefully inspect previously installed work. Verify all such work is complete to the point where this installation may properly commence.

2. Verify that work of this section may be installed in strict accordance with the original design, all pertinent codes and regulations, and all pertinent portions of the referenced standards.

3. In the event of discrepancy, immediately notify the Architect.

4. Do not proceed with installation in areas of discrepancy until all such discrepancies have been fully resolved.

3.2 PREPARATION
A. Concrete and Masonry Surfaces:

1. Install only on surfaces which are dry, sound, and well brushed, wiping free from dust.

2. At open joints, remove dust by mechanically blown compressed air if so required.

3. To remove oil and grease, use sandblasting or wire brushing.

4. Where surfaces have been treated, remove the surface treatment by sandblasting or wire brushing.

5. Remove laitance and mortar from joint cavities.

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Joint Sealants

3.3 INSTALLATION OF ACCESSORY MATERIALS
A. When using backup of tube or rod stock, avoid lengthwise stretching of material. Do not twist or braid hose or rod backup stock.

B. Prime joints in accordance with manufacturers recommendations.

C. Provide an approved bond-breaker where recommended by sealant manufacturer.

3.4 INSTALLATION OF SEALANTS
A. Prior to start of installation in each joint, verify the joint type according to details on the drawings, or as otherwise directed by the Architect, and verify that the required proportion of width of joint to depth of joint has been secured.

B. Equipment:

1. Apply sealant under pressure with power-actuated hand gun or manually-operated hand gun, or by other appropriate means.

2. Use guns with nozzle of proper size, and providing sufficient pressure to completely fill the joints as designed.

C. Thoroughly and completely mask joints where the appearance of primer or sealant on adjacent surfaces would be objectionable.

D. Install the sealant in strict accordance with the manufacturer’s recommendations, thoroughly filling joints to the recommended depth.

1. Use of sealant dams contained within the hardscape joint is not permitted. Install sealant without interruption from end to end of joint.

E. Tool joints to the profile shown on the Drawings, or as otherwise required if such profiles are not shown on the Drawings.

1. Tool joints to a smooth and consistent transition. Do not leave ripples, strings, or surface tooling marks in sealant.

3.5 CLEANING
A. Remove masking tape immediately after joints have been tooled.

B. Clean adjacent surfaces free from sealant as the installation progresses, using solvent or cleaning agent recommended by the manufacturer of the sealant used.

C. Upon completion of the work of this Section, promptly remove from the job site all debris, containers, and surplus material derived from this portion of the Work.

END OF SECTION 079200

Alga Norte Park
City of Carlsbad
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Access Doors and Panels

SECTION 08 31 00 – ACCESS DOORS AND PANELS

PART 1 - GENERAL

1.1 WORK INCLUDED
A. Access doors and frames.

1.2 RELATED WORK
A. Section 09 91 00 - Painting

1.3 SUBMITTALS
A. Submit product data under provisions of Section 01 33 00.

PART 2 - PRODUCTS

2.1 ACCESS DOOR UNITS
A. Manufacturer: Characteristics of specific products manufactured by Karp, Inc. are indicated to establish required level of quality, appearance, and performance. The Architect will consider comparable products by alternate manufacturers listed in this Section, and requests for substitutions, under the provisions of Section 01 25 00.

1. Acceptable Alternate Manufacturers: Bar-Co, Nystrom, or equal.

B. Applications and Series

1. Non-Rated Wall/Ceiling: Style DSC-214M.

C. Size and Location

1. Provide at all locations necessary to access all electrical components, valves, controls and other components requiring maintenance, inspection, adjustment, or reset.

2. Provide panels of such size as necessary to remove largest single component requiring maintenance or replacement. Unless noted otherwise on drawings, provide minimum 18 x 18 inches square panel size.

D. Hinge and Locking Mechanism

1. Provide continuous piano hinge with stainless steel pin.

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Access Doors and Panels

2. At areas accessible to public, provide cylinder lock with latch.

3. Provide three keys f or each lock configuration. Coordinate with keying criteria defined by Owner.

4. Provide release latch accessible from push side of access panel.

E. Finish

1. Provide stainless steel, Type 304, Number 4 finish.

2.2 OTHER MATERIALS
A. Provide all other materials, not speci fically described but required for complete and proper installation of this work, as selected by the contractor and subject to the approval of the Architect.

PART 3 - EXECUTION

3.1 SURFACE CONDITIONS
A. Inspection

1. Prior to work of this section, carefully inspect previousl y installed work. Verify all such work is complete to the point where this installation may properly commence.

2. Verify that work of this section may be installed in strict accordance with the original design, all pertinent codes and regulations, and all pertinent portions of the referenced standards.

3. In the event of discrepancy, immediately notify the Architect.

4. Do not proceed with installation in areas of discrepancy until all such discrepancies have been fully resolved.

3.2 ACCESS PANEL LOCATIONS
A. Review all portions of the work, including electrical, mechanical, and plumbing systems.

B. Based on such review, provide all access panels necessary, whether shown on drawings or not, required to comply with product characteristics defined in Article 2.1.

C. Coordinate location and alignment of access panels with finish materials and other construction. Verify proposed panel layouts, panel placements and panel alignments with Architect prior to finalizing.

3.3 INSTALLTION
A. Install frame plumb and level in wall and ceiling openings. Locate in proper position and alignment, providing convenient access to concealed components.

B. Secure rigidly in place in accordance with manufacturer’s instructions.

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Access Doors and Panels

C. Prior to closing work, obtain Owner’s approval of panel size and location selection by an actual reach and removal test. Relocate or replace panels not providing acceptable access or service capability.

END OF SECTION 083100
Alga Norte Park
City of Carlsbad
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Gypsum Assemblies

SECTION 09260 – GYPSUM BOARD ASSEMBLIES

PART I - GENERAL

1.1 SUMMARY
A. This Section includes the following:

1. Interior gypsum wallboard.

2. Tile backing panels.

3. Non-load-bearing steel framing.

B. Related Sections include the following:

1. Division 6 Section "Rough Carpentry-06 10 00".

2. Division 9 Section "Tiling-09 30 00"

1.2 STANDARDS
A. ANSI A97.1 "Specifications for Application and Finishing of Gypsum Wallboard." B. "Drywall Construction Handbook" of the California Drywall Contractor's Association.

1.3 DEFINITIONS
A. Gypsum Board Terminology: Refer to ASTM C 11 for definitions of te rms for gypsum board assemblies not defined in this Section or in other referenced standards.

1.4 SUBMITTALS
A. Product Data: For each type of product indicated.

1.5 DELIVERY, STORAGE, AND HANDLING
A. Deliver materials in original packages, containers, or bundles bearing brand name and identification of manufacturer or supplier.

B. Store materials inside under cover and keep them dry and protected against damage from weather, direct sunlight, surface contamination, corrosion, construction traffic, and other causes. Stack gypsum panels flat to prevent sagging.

1.6 PROJECT CONDITIONS
A. Environmental Limitations: Comply with ASTM C 840 requirements or gypsum boar d manufacturer's written recommendations, whichever are more stringent.

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Gypsum Assemblies

PART 2 - PRODUCTS

2.1 MANUFACTURERS
A. Manufacturers: Subject to compliance with requirements, provide products by one of the following:

1. Steel Framing and Furring:
a. Clark Steel Framing Systems.
b. Dale Industries, Inc. - Dale/Incor.
c. Dietrich Industries, Inc.
d. National Gypsum Company.
e. Scafco Corporation.
f. Unimast, Inc.
g. Western Metal Lath & Steel Framing Systems.
h. Or equal

2. Gypsum Board and Related Products:
a. American Gypsum Co.
b. G-P Gypsum Corp.
c. National Gypsum Company.
d. United States Gypsum Co.
e. Or equal

3. Tie Wire: ASTM A 641/A 641M, Class 1 zinc coating, soft temper, 0.0625-inch- diameter wire, or double strand of 0.0475-inch- diameter wire.

2.2 INTERIOR GYPSUM WALLBOARD
A. Panel Size: Provide in maximum lengths and widths available that will minimize joints in each area and correspond with support system indicated.

B. Gypsum Wallboard: ASTM C 36.

1. Regular Type:
a. Thickness: 5/8 inch, unless otherwise indicated.

C. Water Resistant Wallboard: ASTM C630-85, W/R .

1. Thickness: 5/8 inch.

2. Location: Walls in Toilets Rooms, Janitor Rooms, wet and exposed exterior areas as indicated, no ceiling or horizontal surfaces.

D. Water Resistant Wallboard (Ceiling) : Glass-Mat, Water -Resistant Backing Board:

ASTM C 1178/C 1178M.

1. Product: Subject to compliance with requirements, provide "Dens -Shield Tile Backer" manufactured by G-P Gypsum Corp.

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Gypsum Assemblies

2. Thickness: 5/8 inch, unless otherwise indicated.

2.3 TILE BACKING PANELS
A. Panel Size: Provide in maximum lengths and widths available tha t will minimize joints in each area and correspond with support system indicated.

B. Glass-Mat, Water-Resistant Backing Board: ASTM C 1178/C 1178M.

1. Product: Subject to compliance with requirements, provide "Dens -Shield Tile Backer" manufactured by G-P Gypsum Corp.

2. Thickness: As indicated.

2.4 TRIM ACCESSORIES
A. Interior Trim: ASTM C 1047.

1. Material: Galvanized or aluminum-coated steel sheet or rolled zinc

2. Shapes:
a. Cornerbead: Use at outside corners, unless otherwise indicated. b. LC-Bead: J-shaped; exposed long flange receives joint compound; use at exposed panel edges.
c. L-Bead: L -shaped; exposed long leg receives joint compound; use where indicated.
d. Expansion (Control) Joint: Use where indicated.

B. Aluminum Trim: Extruded accessories of profiles and dimensions indicated.

1. Manufacturers: Subject to compliance with requirements, pro vide products by one of the following:
a. Fry Reglet Corp.
b. Gordon, Inc.
c. MM Systems Corporation.
d. Pittcon Industries.
e. Or equal

2. Aluminum: Alloy and temper wit h not less than the strength and durabil ity properties of ASTM B 221, alloy 6063-T5.

3. Finish: Unless indicated otherwise, use corrosion- resistant primer compatible with joint compound and finish materials specified. Where s indicated, use Class II anodic finishes and factory-painted, baked-enamel finishes.

2.5 JOINT TREATMENT MATERIALS
A. General: Comply with ASTM C 475.

B. Joint Tape:

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Gypsum Assemblies

1. Interior Gypsum Wallboard: Glass mesh.

2. Glass-Mat Gypsum Sheathing Board: 10-by-10 glass mesh.

3. Tile Backing Panels: As recommended by panel manufacturer.

C. Joint Compound for Interior Gypsum and Glass -Mat Wallboard: For each coat use formulation that is compatible with other compounds applied on previous or for successive coats.

1. Pre-filling: At open joints, rounded or bevel ed panel edges, and damaged surface areas, use setting-type taping compound.

2. Embedding and First Coat: For embedding tape and first coat on joints, fasteners, and trim flanges, use setting-type taping compound or drying-type, all- purpose compound.
a. Use set ting-type compound for installing paper -faced metal trim accessories.

3. Fill Coat: For second coat, use setting- type, sandable topping compound or drying-type, all-purpose compound.

4. Finish Coat: For third coat, use s etting-type, sandable topping compound or drying-type, all-purpose compound.

5. Skim Coat: For final coat of Level 5 finish, use setting- type, sandable topping compound or drying-type, all-purpose compound.

D. Joint Compound for Tile Backing Panels:

1. Water-Resistant Gypsum Backing Board: Use setting- type taping and setting- type, sandable topping compounds.

2. Glass-Mat, Water-Resistant Backing Panel: As recommended by manufacturer.

PART 3 - EXECUTION

3.1 EXAMINATION
A. Examine areas and substrates, with Instal ler present, and inc luding welded hollow - metal frames, cast-in anchors, and structural framing, for compliance with requirements and other conditions affecting performance. Proceed with installation only after unsatisfactory conditions have been corrected.

3.2 PREPARATION

3.3 INSTALLING FRAMING, GENERAL
A. Install supplementary framing, blocking, and bracing at terminations in gypsum board assemblies to support fixtures, equipment services, heavy trim, grab bars, toilet accessories, furnishings, or similar construction. Comply with detail s indicated and with gypsum board manufacturer's written recommendations or, if none available, with United States Gypsum's "Gypsum Construction Handbook."
B. Do not bridge building control and expansion joints with framing or furring members.

Frame both sides of joints independently.

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Gypsum Assemblies

C. Screw furring to wood framing.

D. Clip or screw furring channels to supports, as required to comply with requirements for assemblies indicated.

3.4 APPLYING AND FINISHING PANELS, GENERAL
A. Gypsum Board Application and Finishing Standards: ASTM C 840 and GA-216.

B. Install ceiling board panels across framing to minimize the number of abutting end joints and to avoid abutting end joints in the central area of each ceiling. Stagger abutting end joints of adjacent panels not less than one framing member.

C. Install gypsum panels with face side out. Butt panels together for a light contact at edges and ends with not more than 1/16 inch of open space between panels. Do not force into place.

D. Locate edge and end joints over supports, except in ceiling applications where intermediate supports or gypsum board back -blocking is provided behind end joints.

Do not place tapered edges against cut edges or ends. Stagger vertical joints on opposite sides of partitions. Do not make joints other than control joints at corners of framed openings.

E. Attach gypsum panels to steel studs so leading edge or end of each panel is attached to open (unsupported) edges of stud flanges first.

F. Attach gypsum panels to framing provided at openings and cutouts.

G. Do not attach gypsum panels across the flat grain of wide- dimension lumber, including floor joists and headers. Float gypsum panels over these members using resi lient channels, or provide control joints to counteract wood shrinkage.

H. Form control and expansion joints with space between edges of adjoining gypsum panels.

I. Cover both faces of steel stud partition framing with gypsum panels in concealed spaces (above ceilings, etc.), except in chases braced internally.

1. Unless concealed application is indicated or required for sound, fire, air, or smoke ratings, coverage may be accomplished with scraps of not less than 8 sq. ft. in area.

2. Fit gypsum panels around ducts, pipes, and conduits.

3. Where partitions intersect open concrete coffers, concrete joists, and other structural members projecting below underside of floor/roof slabs and decks, cut gypsum panels to fit profile formed by coffers, joists, and other structural members; allow 1/4- to 3/8-inch- wide joints to install sealant.

J. Isolate perimeter of non -load-bearing gypsum board partitions at structural abutments, except floors. Provide 1/4- to 1/2-inch- wide spaces at these locations, and trim edges with U- bead edge trim where edges of gypsum panels are exposed. Seal joints between edges and abutting structural surfaces with acoustical sealant.

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Gypsum Assemblies

K. Floating Construction: Where feasible, including where recommended in writing by manufacturer, install gypsum panels over wood framing, with floating internal corner construction.

L. Space fasteners in gypsum panels according to referenced gypsum board application and finishing standard and manufacturer's written recommendations.

1. Space screws a maximum of 12 inches o.c. for vertical applications.

M. Space fasteners in panels that are tile substrates a maximum of 8 inches o.c.

3.5 PANEL APPLICATION METHODS
A. Single-Layer Application:

1. On ceilings, apply gypsum panels before w all/partition board application to the greatest extent possible and at right angles to framing, unless otherwise indicated.

2. On partitions/walls, apply gypsum panels vertically (parallel to framing) horizontally (perpendicular to framing), unless otherwise in dicated or required by fire-resistance-rated assembly, and minimize end joints. a. Stagger abutting end joints not less than one framing member in alternate courses of board.

B. Single-Layer Fastening Methods: Apply gypsum panels to supports with stainless steel drill screws.

C. Tile Backing Panels:

1. Water-Resistant Gypsum Backing Board: Install where indicated. Install with 1/4-inch gap where panels abut other construction or penetrations.

2. Glass-Mat, Water-Resistant Backing Panel: Comply with manufacturer's written installation instructions and install at where indicated on plans to receive tile.

Install with 1/4-inch gap where panels abut other construction or penetrations.

3. Areas Not Subject to Wetting: Install standard gypsum wallboard panels to produce a flat surface except at showers, tubs, and other locations indicated to receive water-resistant panels.

4. Where tile backing panels abut other types of panels in the same plane, shim surfaces to produce a uniform plane across panel surfaces.

3.6 INSTALLING TRIM ACCESSORIES
A. General: For trim with back flanges intended for fasteners, attach to framing with same fasteners used for panels. Otherwise, attach trim according to manufacturer's written instructions.

B. Control Joints: Install control joints according to ASTM C 840 and in specific locations approved by Architect for visual effect.

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Gypsum Assemblies

3.7 FINISHING GYPSUM BOARD ASSEMBLIES
A. General: Treat gypsum board joints, interior angles, edge trim, control joints, penetrations, fastener heads, surface defects, and elsewhere as required to prepare gypsum board surfaces for decoration. Promptly remove residual joint compound from adjacent surfaces.

B. Prefill open joints and damaged surface areas.

C. Apply joint tape over gypsum board joints, except those with trim having flanges not intended for tape.

D. Gypsum Board Fini sh Levels: Finish panels to levels indicated below, according to ASTM C 840, for locations indicated:

1. Level 5: E mbed tape and apply separate first, fill, and finish coats of joint compound to tape, fasteners, and trim flanges at panel surfaces that will be exposed to view, unless otherwi se indicated. Finish with skim -coat over entire surface with texture as indicated
E. Glass-Mat Gypsum Ceiling Board: Finish to match adjacent walls.

F. Glass-Mat, Water -Resistant Backing Panels: Finish according to manufacturer's written instructions.

END OF SECTION 092116

Alga Norte Park
City of Carlsbad
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Tiling

SECTION 09 30 00 - TILE

PART 1 - GENERAL

1.1 SECTION INCLUDES
A. Ceramic tile.

B. Porcelain tile.

C. Grout, mortar bed and setting materials.

D. Crack isolation and cleavage membranes.

E. Sealers.

1.2 RELATED WORK
A. Section 07 92 00 – Joint Sealers

1.3 REFERENCES
A. ANSI A108.1B – Installation of Ceramic Tile on a Cured Portland Cement Mortar Bed with Dry-Set or Latex-Portland Cement Mortar.

B. ANSI A108.5 – Ceramic Tile Installed with Dry -Set Portland Cement Mortar or Latex Portland Cement Mortar.

C. ANSI A108.10 – Installation of Grout in Tilework.

D. ANSI A118.4 – Latex-Portland Cement Mortar.

E. ANSI A118.6 – Ceramic Tile Grouts.

F. ANSI A136.1 – Organic Adhesives for Installation of Ceramic Tile.

G. ANSI A137.1 – Specifications for Ceramic Tile.

H. ANSI A137.1 Section 9.6 – Test Method for Determining the Static Coefficient of Friction of Ceramic Tile and Other Like Surfaces; Dynamic Static Coefficient of Friction (DCOF).

I. TCNA (Tile Council of North America) – Handbook for Ceramic Tile Installation.

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Tiling

1.4 SUBMITTALS
A. Product Data: Submit product data for all materials used in the Work, including installation instructions.

B. Samples

1. Submit four samples of specified colors and patterns of each tile, grout, and accessory units of the specified items.

2. Submit as an assembly in 24-inch square sample.

C. Materials List/Details: Accompanying samples, submit complete list of all proposed materials, including details of all joints between tile and adjoining materials.

D. Certification

1. Prior to installation of tile in any one area, submit written certi fication to Architect certifying that surfaces are properly prepared for specified installation, and that all depressions and abutting edges are properly spaced and aligned to permit installation in pattern shown on drawings. See 3.1 below.

2. Submit certific ation that selected detectable warning tile complies with requirements of the Americans with Disabilities Act of 2010.

3. Submit certification that selected sealant specified in Section 07 92 00 will achieve manufacturer’s published adhesion values on specified tile.

E. Slip Resistance Testing: Test six representative tile from each tile specified, selected at random from project stock per ASTM C 1028 to verify compliance with slip resistance criteria.

1.5 QUALITY ASSURANCE
A. Conform to ANSI A137.1.

B. Conform to TCNA Handbook for Ceramic Tile Installation methods as defined in this Section.

1.6 QUALIFICATIONS
A. Manufacturer:

1. Installer qualifications: Company specializing in installation of ceramic and porcelain tile, trim units and thresholds with five (5) years documented experience with installations of similar scope, materials and design.

2. Tile Manufacturer (single source responsibility): Obtain tile from a single source with resources to provide products of consistent quality in appearance and physical properties.

3. Installation System Manufacturer (single source responsibility): Company specializing in adhesives, mortars, grouts and other installation materials with ten (10) years minimum experience and ISP 9001 certification. Obtain installation

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Tiling

materials from singl e source manufacturer to ensure consistent quality and full compatibility.

B. Staff:

1. Use only personnel thoroughly trained and experienced in the skills required, have installed similar applications of the specified products within one year prior to beginning work of this section, and are completely familiar with the manufacturer’s recommended methods of installation as well as the requirements of this work.

2. Staff installing specified grout shall have attended manufacturer’s training sessions and have installed specified grout within the past 12 months prior to beginning work.

1.7 DELIVERY, STORAGE, AND HANDLING
A. Acceptance at Site: Deliver and store packaged materials in original containers with seals unbroken and labels, including grade seal, intact until time of use, in accordance with manufacturer’s instructions.

B. Store tile and installation system materials in a dry location; handle in a manner to prevent chipping, breakage, and contamination.

C. Protect latex additives, organic adhesives, epoxy adhesives and sealants from freezing or overheating in accordance with manufacturer’s instructions; store at room temperature when possible.

D. Store Portland cement mortars and grouts in a dry location.

1.8 PROJECT/SITE CONDITIONS
A. Provide ventilation and protection of environment as recommended by manufacturer.

B. Prevent carbon dioxide damage to tile, pavers, trim, thresholds, as well as adhesives, mortars, grouts and other installation materials, by venting temporary heaters to the exterior.

C. Maintain ambient temperatures not less than 50ºF (10ºC) or more than 100ºF (38ºC) during installation and for a minimum of seven (7) days after completion. Setting of Portland cement is retarded by low temperatures. Protect work for extended period of time and from damage by other trades. Installation with Latex Portland cement mortars requires substrate, ambient and material temperatures at least 37ºF (3ºC). There should be no ice in slab. Freezing after installation will not damage Latex Portland cement mortars. Protect Portland cement-based mortars and grouts from direct sunlight, radiant heat, forced ventilation (heat & cold) and drafts until cured to prevent premature evaporation of moisture. Epoxy mortars and grouts require surface temperatures between 60ºF (16ºC) and 90ºF (32ºC) at time of installation. It is the General Contractor’s responsibility to maintain temperature control.

1.9 WARRANTY

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Tiling

A. The Contractor warrants the work of this Section to be in accordance with the Contract Documents and free from faults and defects in materials and grouts and other installation materials shall provide a written ten (10) year warranty, which covers materials and labor.

1.10 EXTRA MATERIALS STOCK
A. Upon completion of the work of this Section, deliver to the Owner 2% minimum additional tile and trim shape of each type, color, pattern and size used in the Work, as well as extra stock adhesives, mortars, grouts and other installation materials for the Owner’s use in replacement and maintenance. Extra stock to be from same production run or batch as original tile and installation materials.

PART 2 - PRODUCTS

2.1 CERAMIC TILE
A. Basis of Design: Characteristics of specific products, where named in this Section, are indicated to establish required level of quality, appearance, and performance. The Architect will consider comparable products by alternate manufacturers where listed, and requests for substitutions, under the provisions of Section 01 25 00.

1. All tile for like applications shall be the product of a single manufacturer.

B. Products: All interior tile shall match the existing in location, type, size, color, slip resistance, base configuration and grouting (size and color). The following information is provided for reference from the Specifications when the existing building was constructed. All this information shall be visually verified on site by the Contractor.

1. Family Restroom & Shower:
a. Restroom Wall Tile: Daltile. 6x6, color (Light Blue to match existing.

Contractor to verify), gloss.
b. Shower Wall Tile (both sides of Shower wall): Daltile. 6x6, color 0190 (Arctic White), gloss.
c. Floor Tile: Daltile . 12x12, color B929 (Biscuit Speckle Standard) anti-slip, matte.
d. Base: 4” cove base to match floor tile.

2. Men’s and Women’s Showers:
a. Wall Tile: Daltile.
1) 6x6, color (Light Blue to match existing. Contractor to verify), gloss. 2) 6x6, color 0135 (Almond), gloss.
b. Floor Tile: Royal Mosa, Global Collection.

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Tiling

1) 6x6, color 0T08 (Sahara Sand) anti-slip, matte.
2) 6x6 accent, color (Dark Sand/Adobe to match existing. Contractor to verify) anti slip, matte.
c. Base: 4” cove base to match floor tile.

2.2 TILE INSTALLATION MATERIALS
A. Latex Portland Cement Mortar for thick beds, screeds, leveling beds and scratch/plaster coats to be weather, frost, shock resistant and meeting the following physical requirements:

1. Compressive Strength (ANSI A118.4 Modified): 5000 psi (34.5 MPa)

2. Water Absorption (ANSI A118.6): ≤ 5%

3. Service Rating (TCA/ASTM C627): Extra Heavy/cycles 1-14

4. Smoke & Flame Contribution (ASTM E84 Modified): 0
B. Latex Portland Cement Thin Bed Mortar for thin set and slurry bond coats to be weather, frost, shock resistant, non-flammable and to meet the following physical requirements:

1. Compressive strength (ANSI A118.4): 2400 psi (16.5 MPa) Min.

2. Bond strength (ANSI A118.4): 500 psi 3.5 MPa) Min.

3. Smoke & Flame Contribution (ASTM E84 Modified): 0
C. Organic Adhesive shall be non-flammable, water resistant, latex adhesive and shall meet the following physical requirements:

1. Open Time (ANSI A136.1): 70 minutes @ 75 degrees F (24 degrees C)

2. Color: White

3. Density (ANSI A136.1): 13.2 lbs/gal (1.6 kg/l)
D. Latex Portland Cement Grout to be weather, frost and shock resistant, as well as meeting the following physical requirements:

1. Compressive Strength (ANSI A118.7): 3500 psi (24MPa)

2. Water Absorption (ANSI 118.7): < 5%

3. Linear Shrinkage (ANSI A11837): <0.1%

4. Smoke & Flame Contribution (ASTM E84 Modified): 0

5. Manufacturer: Custom Building Products (or equal), Color as selected.

E. Expansion and Control Joint Sealant to be a one component, neutral cure, exterior grade silicone sealant meeting the following requirements:

1. Tensile Strength (ASTM C794): 225 psi (1.5MPA)

2. Hardness (ASTM D751; Shore A): 25 (colored sealant)/15 (clear sealant)

3. Weather Resistance (QUV Weather-ometer): 10000 hours (no charge)

2.3 SEALERS AND FINISHES

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Tiling

A. Grout and non-glazed tile sealer: Miracle Sealants 511 Impregnator, phone (800) -350- 1901.

2.4 ACCESSORIES
A. Sealants

1. Interior sealants: Unless noted otherwise, provide sealants as manufactured by grout manufacturer.
a. Where exposed to pedestrian traffic, provide sealants rated for pedestrian traffic, with minimum Shore A value of 35, as manufactured by grout manufacturer.
b. Match adjacent grout color.

B. Reinforcing Mesh: 2 x 2 inch square x 16 gauge stainless steel welded wire mesh.

C. Organic Adhesive: Type 1 organic adhesive, complying with ANSI A136.1 and approved by CTI for application.

D. Moisture Barrier: Provide asphalt felt, ASTM D 226, Type I, Class B.

2.5 MORTAR AND GROUT MIXES
A. Mix and proportion cementitious materials for mortar and grout mixes in accordance with manufacturers requirements.

1. Do not mix more bond coat than can be used within one hour.

2. If bond coat mixture begins to skin, discard and make new batch.

2.6 ACCESSORY TILE
A. General

1. All accessory tile shall be in matching size, color, and finish.

2. Stretcher tile can be the standard size of the manufacturer.

3. Provide surface bullnose trim at all open edges or ends. Unglazed or cut tile edges unacceptable.

4. Provide surface bullnose trim at all tile abutting jamb conditions and extending beyond frame.

5. Provide full curved stretcher tile for all outside corners.

2.7 OTHER MATERIALS
A. Provide all other materials, not specifically described but required for complete and proper installation of this work, as selected by the contractor and subject to the approval of the Architect.

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Tiling

PART 3 - EXECUTION

3.1 SURFACE CONDITIONS
A. Inspection

1. Prior to all work of this section, carefully inspect the installed work of all other trades and verify that all such work is complete to the point where this installation may properly commence.

2. Verify that work of this Section may be installed in strict accordance with the original design, all pertinent codes and regulations, and all pertinent portions of the referenced standards.
a. Verify joints in concrete substrate occur only at sealant expansion joint locations as specified for ceramic tile.
b. Where non -documented substrate cracks occur, obtain direction from Architect.

3. In the event of discrepancy, immediately notify the Architect.

4. Do not proceed with installation in areas of discrepancy until all such discrepancies have been fully resolved.

3.2 MORTAR BED INSTALLATION
A. Unless noted otherwise, prepare floor substrate as required for complete bond. Remove all sealers, curing compounds and other materials affecting proper bond of membranes with appropriate equipment.

B. Coordinate lath and mortar bed installation with concrete slab substrate joints. Align expansion joints in mortar bed and tile with substrate joints.

C. Install mortar bed in accordance with specified method and referenced ANSI standard.

D. Where waterproof membrane is provided, do not penetrate membrane. Provide accessory supports.

3.3 TILE INSTALLATION
A. Tile installation general

1. Install tile materials in accordance with ANSI A137.1, other referenced ANSI and TCNA specifications, and TCNA “Handbook for Ceramic Tile Installation”, except for more stringent requirements of manufacturer or these Specifications.

2. Cut and fit tile tight to protrusions and vertical interruptions and treat with a compatible sealant as specified in Section 07 92 00. Form corners and bases neatly.

3. Work tile joints uniform in width, subject to variance in tolerance allowed in tile size.

Make joint watertight, without voids, cracks, excess mortar, or grout.

Alga Norte Park
City of Carlsbad
093000 - 8
Tiling

4. Prepare surface, fit, set, bond, grout and clean in accordance with applicable requirements of ANSI standards and Tile Council of North America as indicated on Drawings.

5. Waterproofing: Install waterproof membranes per Section 07 14 00.

B. Protection

1. Protect finished installation.

2. Provide non-staining protective coverings for all tile.

3. Remove and replace any products that are cracked, scraped, or otherwise damaged after installation and before acceptance by Owner.

3.4 FIELD QUALITY CONTROL
A. Tolerances

1. Grout joint alignment with adjacent edge: 1/8” in 10 feet.

2. Row and column alignment: 1/8” in 10 feet deviation.

3. Alignment with adjacent tile: 1/16” +/-.

4. Level, plane and/or vertical: 1/8” in 10 feet deviation.

3.5 EXTRA STOCK
A. Provide sufficient field tile and cove base in compliance with Section 1.10 Extra Stock Materials for each type and color.

B. Package in clearly labeled containers, store as necessary until delivered to Owner.

END OF SECTION 093000

Alga Norte Park
City of Carlsbad
099100 - 1
Paint

SECTION 09 91 00 - PAINT

PART 1 - GENERAL

1.1 SUMMARY
A. Definitions: The term “paint”, as used herein, includes enamels, paints, sealers, fillers, emulsions and other coatings, whether used as prime, inter mediate or finish coats.

1.2 REFERENCES
A. Codes and Standards: In addition to complying with codes and regulations, comply with “Standard (Type I)” as defined in “Modern Guide to Paint Specifications”, by Painting and Decorating Contractors of America, current edition.

1.3 SUBMITTALS
A. Materials List: Prior to ordering any materials, submit to the Architect, a complete list of materials proposed to be furnished. Include substrate and material to be applied for all surfaces. This shall not be construed as permitting substitutions of materials for materials specified.

B. Extra Materials: Upon completion, delver to the Owner one gallon of each color and type of final coats of paint and enamel used, and a receipt obtained therefore.

1.4 PRODUCT HANDLING
A. Delivery: Deliver materials to site in original containers bearing ma nufacturer’s product description corresponding to materials list.

PART 2 - PRODUCTS

2.1 MATERIALS
A. Manufacturers:

1. All field painted surfaces: The products of Dunn -Edwards (D/E) and Benjamin Moore (B/M) have been selected as the standard of acceptable quality. Equivalent products of other manufacturers may be considered providing they have been reviewed, in advance, by the architect in accordance with the Contract.

Alga Norte Park
City of Carlsbad
099100 - 2
Paint

B. Thinners: When used, thinners shall be as recommended by manufacturer for the material to be thinned, of non-combustible nature.

C. Colors and glosses: Per this specification or as selected by the Architect.

PART 3 - EXECUTION

3.1 PREPARATION
A. Surface Suitability: If surface to be finished cannot be prepared for finishing by customary cleaning, sanding, spackling and puttying operations, the Painting Subcontractor shall notify the Contractor and Architect in writing, or assume responsibility for and rectify and defective finishes at no additional cost.

B. Protection: Prior to surface preparation and paint ing operations, completely mask, remove, and protect hardware, accessories, machined surfaces, plates, lighting fixtures and items not scheduled to receive paint.

C. Priming: Spot prime exposed fasteners and other metals to be painted with emulsion paints, using primer recommended by manufacturer.

D. Cleaning: Before applying paint or other surface treatment, clean surfaces involved.

Previously painted surfaces , except exterior masonry, plaster or concrete, excluding shop primed surfaces, shall be prepared by wip ing down with appropriate pre -paint materials in accordance with the manufacturer’s instructions. Schedule cleaning and painting so that dust or contaminants from the cleaning process will not fall on wet, newly painted surfaces.

3.2 APPLICATION
A. General: Mix and apply materials in accordance with manufacturer’s instructions to ensure defect-free finishes.

B. Drying: Drying time shall be per manufacturer’s recommendations; modified for adverse weather conditions.

C. Environmental Conditions: Comply with manufacturer’s recommendations for environmental conditions under which coating systems may be applied. Do not apply paint where dust is being generated.

D. Moisture Content: Use a moisture- meter reading within limits recommended by manufacturer.

E. Defects: Sand and dust between coats to remove defects visible from a distance of five feet.

F. Reinstallation of Removed Items: Upon completion in each space, promptly reinstall items removed for painting, using workmen skilled in the particular trade.

Alga Norte Park
City of Carlsbad
099100 - 3
Paint

3.3 CLEAN-UP
A. General: Remove empty containers or excess items at the end of each workday. No paints, thinners or cleaning solvents shall be stored within building. Prevent accidental spilling but, should spill occur, remove spilled material and restore surfaces to original undamaged condition at no additional cost. Upon completion, and prior to final inspection, visually inspect surfaces, removing paint spatter from surfaces not scheduled to be painted.

PART 4 - PAINT SCHEDULE
Painting Schedule – Interior Finishes:

Epoxy-Gloss Finish Drywall: Color to match existing.
1st Coat B/M: Ultra Spec 500 Interior Latex Primer N534 2nd Coat B/M: Corotech Acrylic Epoxy V450
3rd Coat B/M: Corotech Acrylic Epoxy V450
END OF SECTION 099100

Alga Norte Park
City of Carlsbad
102800 - 1
Toilet Accessories

SECTION 10 28 00 – TOILET ACCESSORIES

PART 1 - GENERAL

1.1 SECTION INCLUDES
A. Toilet and Shower accessories.

B. Lavatory and sink trap and piping prefabricated wrap kit.

1.2 REFERENCES
A. ASTM A 167 – Stainless and Heat -Resisting Chromium-Nickel Steel Plate, Sheet and Strip.

1.3 REGULATORY REQUIREMENTS
A. Comply with requirements of the Americans with Disabilities Act Accessibility Guidelines (ADAAG), as currently amended.

B. Where different or more restrictive than ADAAG, comply with requirements of Chapter 11B, Part 2, Title 24, CCR, as currently amended.

1.4 SUBMITTALS
A. Submit product data and installation instructions under provisions of Section 01 33 00.

B. Include physical dimensions, operational features, color and finish, wall mounting brackets with mounted measur ements, anchorage details, rough- in measurements, location, and details.

1. Review installation and placement of accessories with regard to such components as counters and door swings. Identify all potential conflicts with proposed placement of accessories, including compliance with disabled access regulations.

Alga Norte Park
City of Carlsbad
102800 - 2
Toilet Accessories

PART 2 - PRODUCTS

2.1 MANUFACTURERS
A. Basis of Design: Characteristics of specific products, where named in this Section, are indicated to establish required level of quality, appearance, and performance. The Architect will consider comparable products by alternate manufacturers where listed, and requests for substitutions, under the provisions of Section 01 25 00.

2.2 WASHROOM AND MISCELLANEOUS ACCESSORIES
A. Manufacturer: Bobrick (818) 982- 9600, d -line (800) -621-1937 or equal, unless noted otherwise
B. Toilet Area Accessories:

1. Shower Compartment Grab Bar: ASI 3100 Series, concealed mounting, set screw flange cover, satin finish.

2. Shower Curtain Cable: Stainless steel cable system by Ultra-tec (1-800-851- 2961,www.ultra-tec.com) Using 1/8” dia. cable, with Adjust-A-Body tensioner, us- ing hanger bolts for wood framing and concrete anchors for concrete block walls per manufacturers recommendations.

3. Changing Table: Bobrick (Koala Care) KB200-00 Surface mounted.

4. Mirror – Surface mounted: Bobrick B-2908 Series. Welded stainless steel frame. ¼” tempered mirror. Concealed hangers.

5. Clean-out covers: J.R. Smith Model 4710 series. Size as required.

6. Lavatory Countertop: Solid surface counter top (wall hung). 6” splash three sides.

Bullnose front edge. Color as selected.

7. Surface mounted toilet set cover dispenser, waste disposal and toilet tissue dispenser: Bobrick #B-30919 & #30929.

C. Shower Accessories

1. Shower Curtain Cable: Stainless steel cable system by Ultra-tec (1-800-851-2961, www.ultra-tec.com
) Using 1/8” dia. cable, with Adjust -A-Body tensioner, using hanger bolts for wood framing and concrete anchors for concrete bl ock walls per manufacturers recommendations.

2. Shower Compartment Grab Bar: ASI 3100 Series, concealed mounting, set screw flange cover, satin finish accessories.

3. Shower Seat (Family Restrooms only): Bobrick B-5191

D. Locker Room Accessories

1. Locker Room Bench: ADA Compliant unit with back by Hollman. “Oslo” Model No. OBADA1, “Moondust” -SSM solid surface finish. Include manufacturer’s standard floor mounting brackets. Use stainless steel fasteners. www.hollman.com

Alga Norte Park
City of Carlsbad
102800 - 3
Toilet Accessories

E. Fasteners, Screw, and Bolts: Stainless steel or equivalent corrosion resistant, size and type as required for application. Provide tamper and vandal resistant heads at exposed fasteners.

F. Shop assemble components and package complete with anchors and fittings.

G. Provide anchor plates, adapters, and clips and all other components required for installation.

2.3 TRAP AND PIPING WRAP
A. Provide Brocar (Phone 1- 800-827-1207) prefabricat ed trap and piping insulation kit, C500 series, with all required accessory fittings, color white. Provide at all lavatory and sink fittings within the knee space below the countertop.

2.4 OTHER MATERIALS
A. Provide all other materials, not specifically described but required for complete and proper installation of this work, as selected by the contractor and subject to the approval of the Architect.

PART 3 - EXECUTION

3.1 SURFACE CONDITIONS
A. Inspection

1. Prior to work of this section, carefully inspect previously installed work. Verify all such work is complete to the point where this installation may properly commence.

2. Verify that work of this section may be installed in strict accordance with the original design, all pertinent codes and regulations, and all pertinent portions o f the referenced standards.

3. In the event of discrepancy, immediately notify the Architect.

4. Do not proceed with installation in areas of discrepancy until all such discrepancies have been fully resolved.

3.2 PREPARATION
A. Deliver inserts and rough-in frames to site at appropriate time for building-in.

B. Provide templates and rough-in measurements as required.

C. Verify exact location of accessories for installation.

Alga Norte Park
City of Carlsbad
102800 - 4
Toilet Accessories

3.3 INSTALLATION
A. Install fixtures, accessories and items in accordance with manufacturer’s instructions.

B. Install plumb and level, securely and rigidly anchored to substrate.

C. Mount in accordance with referenced accessibility regulations and as shown on drawings.

D. Clean and polish all accessories after installation.

END OF SECTION 102800
Phase 1 = Schedule "A" scope of work. Provide all labor, equipment and materials necessary to complete all demolition and restoration work within the Phase 1 areas noted below. In addition, perform all Accessibility improvements within the restrooms as shown in the contract plans. Accessibility improvements include those improvements (removal and replacement) in areas identified as Phase 2A and 2B, including, but not limited to: under- mount sinks; mirror set; floor-mount bench; ambulatory toilet stall improvements; removal of toilet, cap plumbing in mens restroom.

Attachment "A"
Attachment "A" (cont'd)
Attachment "A" (cont'd)
Engineering, Inc.

E-MAIL: [email protected]
TREI # 23230.S00
Consulting Engineers
4719 PALM AVENUE
LA MESA, CA 91941-5221
619 / 466 / 6224 fax 466 / 6233

T U R P I N & R A T T A N

NEW SHOWER
DRAIN
(TYP. OF 10)EXIST
FCO

SAWCUT AND DEMO CONCRETE FOR

INSTALLATION OF ALL NEW DRAINS AND
PIPING AND REPLACE CONCRETE "IN KIND"
(TYPICAL) EXISTING PIPING

SHOWN LIGHT
EX 2" V2" V (8 DFU)

EX FD
2" V
(4 DFU)
2" V (2 DFU)
2" V
(4 DFU)
2" V
(4 DFU)
2" V
(12 DFU)
2" V
(16 DFU)
2" V
(20 DFU)
EX 4" SS EX 4" SS EX 4" SS
(3) EXIST LAVS
1 DFU EACH
EX 2" V (3 DFU)
EX 4" SS (3 DFU) EX 4" SS
(15 DFU)
EX 4" SS
(23 DFU)2" SS
(4 DFU)
2" SS
(2 DFU)
2" SS
(2 DFU)
2" SS
(2 DFU)
2" SS
(6 DFU)
2" V (4 DFU)
EX 4" SS
(11 DFU)
EX 2" SS
(4 DFU)

WASTE AND VENT RISER DIAGRAM

NO SCALE
Attachment "A" (cont'd)

PARTIAL FLOOR PLAN

NO SCALE
Engineering, Inc.

E-MAIL: [email protected]
TREI # 23230.S00
Consulting Engineers
4719 PALM AVENUE
LA MESA, CA 91941-5221
619 / 466 / 6224 fax 466 / 6233

T U R P I N & R A T T A N
Attachment "A" (cont'd)
Attachment "A" (cont'd)
Phase 2B - Schedule "C" scope of work. Provide all labor, equipment and materials necessary to complete all demolition and restoration work within the Phase 2B areas noted below. Work within Phase 2B includes, but is not limited to: remove and replace toilet stall partitions, toilets, tile, reinforced mortar bed, partitions, housekeeping pad, hot water heater, floor drains.

Attachment "A" (cont'd)

E-32 Page 1 of 2 REV. 02/22
Development Services
Land Development Engineering
1635 Faraday Avenue
442-339-2750
www.carlsbadca.gov
DETERMINATION OF PROJECT’S

SWPPP TIER LEVEL AND

CONSTRUCTION THREAT LEVEL
E-32
I’m applying for: Grading Permit Building Permit Right-of-way permit Other Project Name: Project ID:

Address: APN Disturbed Area: Ac
Section 1: Determination of Project’s SWPPP Tier Level
(Check applicable criteria and check the corresponding SWPPP Tier Level, then go to section 2) SWPPP
Tier
Level
Exempt – No Threat Project Assessment Criteria
My project is in a category of permit ty pes exempt from City Construction SWPPP requirements. Provided no significant grading proposed, pursuant to Table1, section 3.2.2 of Storm Water Standards, the following permits are exempt from SWPPP requirements:

Electrical Patio Mobile Home Plumbing Spa (Factory-Made) Fire Sprinkler Mechanical Re-Roofing Sign Roof-Mounted Solar Array Exempt
Tier 3 – Significant Threat Assessment Criteria – (See Construction General Permit (CGP) Section I.B)* My project includes construction or demolition activity that results in a land disturbance of equal to or greater than one acre including but not limited to clearing, grading, grubbing or excavation; or, My project includes construction activity that results in land disturbance of less than one acre but the construction activity is part of a larger common plan of development or the sale of one or more acres of disturbed land surface; or,
My Project is associated with construction activity related to residential, commercial, or industrial development on lands currently used for agriculture; or My project is associated with construction activity associated with Linear Underground/Overhead Projects (LUP) including but not limited to those activities necessary for install ation of underground and overhead linear facilities (e.g. conduits, substructures, pipelines, towers, poles, cables, wire, towers, poles, cables, wires, connectors, switching, regulating and transforming equipment and associated ancillary facilities) and include but not limited to underground utility mark out, potholing, concrete and asphalt cutting and removal, trenching, excavation, boring and drilling, access road, tower footings/foundation, pavement repair or replacement, stockpile/borrow locations.

Other per CGP_____________________________________________________ Tier 3
Tier 2 – Moderate Threat Assessment Criteria : My project does not meet any of the Significant Threat Assessment Criteria described above and meets one or more of the following criteria:

Project requires a grading plan pursuant to the Carlsbad Grading Ordinance (Chapter 15.16 of the Carlsbad Municipal Code); or,
Project will result in 2,500 sq. ft. or more of soils disturbance including any associated construction staging, stockpiling, pavement removal, equipment storage, refueling and maintenance areas and project meets one or more of the additional following criteria:
• located within 200 ft. of an environmentally sensitive area or the Pacific Ocean; and/or, • disturbed area is located on a slope with a grade at or exceeding 5 horizontal to 1 vertical; and/or • disturbed area is located along or within 30 f t. of a storm drain inlet, an open drainage channel or watercourse; and/or
• construction will be initiated during the rainy season or will exte nd into the rainy season (Oct. 1 – Apr. 30)
Tier 2
Tier 1 – Low Threat Assessment Criteria
My project does not meet any of the Significant or Moderate Threat criteria above, is not an exempt permit type per above and the project meets one or more of the following criteria:
• results in some soil disturbance; and/or
• includes outdoor construction activities (such as roof framing, saw cutting, equipment washing, material stockpiling, vehicle fueling, waste stockpiling)
Tier 1
* Items listed are excerpt from CGP. CGP governs criteria for triggers for Tier 3 SWPPP. Developer/owner shall confirm cover age under the current CGP and any amendments, revisions and reissuance thereof.

Attachment "B"
E-32 Page 2 of 2 REV. 02/22
SWPPP
Tier
Level
Section 2: Determination of Project’s Construction Threat Level (Check applicable criteria under the Tier Level as determined in section 1, check the corresponding Construction Threat Level, then complete the emergency contact and signature block below)
Construction
Threat
Level
Exempt - Not Applicable - Exempt
Tier 3
Tier 3 – High Construction Threat Assessment Criteria: My Project meets one or more of the following:

Project site is 50 acres or more and grading will occur during the rainy season Project site is located within the Bue na Vista or Agua Hedionda Lagoon watershed, inside or within 200 feet of an environmentally sensitive area (ESA) or discharges directly to an ESA Soil at site is moderately to hi ghly erosive (defined as having a predominance of soils with USDA-NRCS Erosion factors kf greater than or equal to 0.4) Site slope is 5 to 1 or steeper
Construction is initiated during the rainy season or will extend into the rainy season (Oct. 1 – April 30)
Owner/contractor received a Storm Water Notice of Violation within past two years High
Tier 3 – Medium Construction Threat Assessment Criteria All projects not meeting Tier 3 High Construction Threat Assessment Criteria Medium Tier 2
Tier 2 – High Construction Threat Assessment Criteria: My Project meets one or more of the following:

Project is located within the Buena Vista or Agua Hedionda Lagoon watershed, inside or within 200 feet of an environmentally sensitive area (ESA) or discharges directly to an ESA Soil at site is moderately to highly erosive (defined as having a predominance of soils with USDA-NRCS Erosion factors kf greater than or equal to 0.4) Site slope is 5 to 1 or steeper
Construction is initiated during the rainy season or will extend into the rainy season (Oct. 1 – Apr. 30)
Owner/contractor received a Storm Water Notice of Violation within past two years Site results in 10,000 sq. ft. or more of soil disturbance High
Tier 2 – Medium Construction Threat Assessment Criteria My project does not meet Tier 2 High Threat Assessment Criteria listed above Medium Tier 1
Tier 1 – Medium Construction Threat Assessment Criteria: My Project meets one or more of the following:

Owner/contractor received a Storm Water Notice of Violation within past two years Site results in 500 sq. ft. or more of soil disturbance Construction will be initiated during the rainy season or will extend into the rainy season (Oct.1 – April 30)
Medium
Tier 1 – Low Construction Threat Assessment Criteria
My project does not meet Tier 1 Medium Threat Assessment Criteria listed above Low I certify to the best of my knowledge that the above statements are true and correct. I will prepare and submit an appropriate tier level SWPPP as determined above prepared in accordance with the City SWPPP Manual. I understand and acknowledge that I must adhere to and co mply with the storm water best management practices pursuant to Title 15 of the Carlsbad Municipal Code and to City Standards at all times during construction activities for the permit type(s) checked above. The City Engineer/Building Official may authorize minor vari ances from the Construction Threat Assessment Criteria in special circumstances where it can be shown that a lesser or higher SWPPP Tier Level is warranted.

FOR CITY USE ONLY
Emergency Contact Name: Telephone No:

Owner/Owner’s Authorized Agent Name: Title:

Owner/Owner’s Authorized Agent Signature: Date:

City Concurrence:

Yes No
By:

Date:

DWG #/CB#:

Attachment "B" (cont'd)
Rev. 2.10.21
PART 1 Complete and submit this form when applying for a Building Permit. Note: Permits will not be issued without a completed Construction Waste Management Plan.