Roseville City Council
June 17, 2026

GC - 5:34
[\\rosenet.loc\rosenetdfs\Desktops\CITYATTORNEY\lippmelissa\Desktop\buildings grounds.docx; 4/21/2026] facilities within and adjacent to the Work Site. It is the obligation of the Contractor to coordinate its Work with the work of others working within or adjacent to the City’s property.

During performance of its Work, the Contractor shall not have exclusive access to or use of the work areas. The City may also require that certain facilities and areas be used concurrently by the Contractor and by other contractors working in the area. When two (2) or more contractors are employed on related or adjacent City work, each shall conduct its operations in such a manner as not to cause any unnecessary delay or hindrance to the other.

Each contractor shall be responsible to the other for all damage to any work, to persons or property caused to the other by its operations, and for loss caused the other due to any unnecessary delays or failure to finish the work within the time specified for completion.

If any party of the Contractor’s Work depends on the work of any other contractor and/or the City for proper execution and/or results, the Contractor shall promptly notify the City of any discrepancies and/or defects in said other work that would render its work unsuitable for proper execution and/or results prior to proceeding with the Contractor’s own Work. If it becomes necessary, the City will resolve coordination and access problems.

The Contractor and its representative in charge of the Work shall familiarize themselves with the City’s property and Work Site, and adjacent surroundings in the vicinity of said Wok, and any private or public operations on adjoining properties. 5-1.27 OCCUPANCY BY THE DEPARTMENT PRIOR TO
ACCEPTANCE. The City may at any time notify the Contractor in writing that it intends to take Beneficial Occupancy of any portion of the Work even though the Work may not be substantially complete. Unless the reason for the City’s taking Beneficial Occupancy is that the Contractor has not completed the Work (or portions thereof) in accordance with the Contract For Council Approval
Not for Bidding

GC - 5:35
[\\rosenet.loc\rosenetdfs\Desktops\CITYATTORNEY\lippmelissa\Desktop\buildings grounds.docx; 4/21/2026] Time, the City’s Beneficial Occupancy shall relieve the Contractor from its responsibility for maintenance, loss or damage to that portion of the Work for which the City has taken Beneficial Occupancy other than that resulting from the Contractor’s act or omission, negligence, willful misconduct or breach of warranty.

Should the Work (or portion thereof) not be completed in accordance with the Construction Schedule within the Contract Time (as adjusted under the terms of the Contract Documents), the City shall have the right, but not the obligation, to take Beneficial Occupancy of the Work. In such event, the Contractor shall not be entitled to any additional compensation on account of said occupancy by the City, nor shall the Contractor be relieved of any of its responsibilities under the Contract Documents, including, without limitation, Contractor’s obligation to complete the Work in accordance with the Construction Schedule.

Beneficial Occupancy shall not be deemed an Acceptance by the City either of the Work or of any portion thereof, nor will it relieve the Contractor of full responsibility for correcting defective Work or materials found at any time before the formal written Acceptance of the entire Contract by the Director or during the full warranty period after such Acceptance, as provided in Section 7-1.12, “Warranty,” of these General Conditions.

The City’s Beneficial Occupancy shall not relieve the Contractor of its responsibility to maintain all insurance and bonds required under the Contract Documents until the entire project is accepted by the City.
5-1.28 RIGHT TO OPERATE UNSATISFACTORY FACILITIES AND
EQUIPMENT. If, after Installation, the operation or use of the facilities or equipment to be furnished under this Contract proves to be unsatisfactory to the Director, the City shall have the right to operate and use such facilities or equipment until they can, without damage to the City, For Council Approval
Not for Bidding

GC - 5:36
[\\rosenet.loc\rosenetdfs\Desktops\CITYATTORNEY\lippmelissa\Desktop\buildings grounds.docx; 4/21/2026] be taken out of service for correction or replacement. Such period of use of the defective facilities or equipment, pending correction or replacement, shall in no way decrease the warranty period required for the acceptable corrected or replaced facilities or equipment. 5-1.29 CONTRACTOR'S RESPONSIBILITY FOR THE WORK. Except as otherwise provided herein, the Contractor shall have the charge and care of the Work and shall bear the risk of injury or damage to any part of the Work by the action of the elements or from any other cause whether arising from the execution or from the nonexecution of the Work until the Acceptance of the Contract by the Director. The Contractor shall rebuild, repair, restore, and make good all injuries or damages to any portion of the Work occasioned by any cause before its completion and Acceptance, and shall bear the expense thereof. In case of suspension of Work from any cause whatever, the Contractor shall be responsible for the Work and it shall also be responsible for all materials, and shall properly store them if necessary, and shall provide suitable drainage and erect temporary structures where necessary.

The Contractor will be relieved of responsibility for any injury or damage to the Work caused by the following:

A. An earthquake in excess of a magnitude of 3.5 on the Richter Scale or a tidal wave, when the effect of such has been proclaimed a disaster or state of emergency by the Governor of the State of California or by the President of the United States, or was of such magnitude at the site of the Work as to have been sufficient to have caused a proclamation of disaster or state of emergency, had it occurred in a populated area.

B. Occupancy and use by the Department or the public prior to the completion of the entire project.

C. Acts of the Federal Government or the public enemy.

For Council Approval
Not for Bidding

GC - 5:37
[\\rosenet.loc\rosenetdfs\Desktops\CITYATTORNEY\lippmelissa\Desktop\buildings grounds.docx; 4/21/2026] 5-1.30 RESPONSIBILITY FOR UTILITIES. The Contractor shall be responsible at its own cost for any and all Work, expense or special precautions caused or required by the existence or proximity of utilities encountered in performing the Work, including without limitation, repair of any or all damage and all hand or exploratory excavation required.

The Contractor is cautioned that such utilities may include communication cables or electrical cables which may be high voltage, and when working or excavating in the vicinity of such cables, or the ducts enclosing such cables, the Contractor shall undertake at its own cost any special precautions required. Suitable warning signs, barricades, and safety devices shall be erected as necessary or required.

However, if during the course of the Work the Contractor encounters utility Installations which are not shown or indicated in the Contract Documents or which are found in a location substantially different from that shown, and such utilities are not reasonably apparent from visual examination, then the Contractor shall promptly notify the Director in writing. Where necessary for the Work of the Contract, the Director shall issue a written order to the Contractor to make such adjustments, rearrangement, repair, removal, alteration, or special handling of such utility, including repair of the damaged utility. The Contractor shall perform the Work described in such written order, and compensation therefor will be made in accordance with Section 3 of these General Conditions relating to changes in the Work. Except for the items of cost specified in said Section 3, the Contractor shall receive no compensation for any other cost, damage, delay, interference, or hindrance to him or her due to the presence of such utility. If the Contractor fails to give the notice specified above and thereafter acts without instructions for the Director, then the Contractor shall be liable for any or subsequent to discovery thereof, and the Contractor shall repair and make good such damage at its own cost.

For Council Approval
Not for Bidding

GC - 5:38
[\\rosenet.loc\rosenetdfs\Desktops\CITYATTORNEY\lippmelissa\Desktop\buildings grounds.docx; 4/21/2026] The precise location of underground facilities can only be determined by careful probing or hand digging in compliance with Article 6 of the Cal/OSHA Construction Safety Orders which states in part:
“Prior to opening an excavation, effort shall be made to determine whether underground installations, i.e., sewer, water, fuel, electric lines, etc., will be encountered, and if so, where such underground installations are located. When the excavation approaches the approximate location of such an installation, the exact location shall be determined by careful probing or hand digging, and, when it is uncovered, adequate protection shall be provided for the existing installation.” The location of known existing utilities and pipelines are shown on the Contract Drawings in their approximate locations. Some of the locations include multiple conduits. The Contractor shall exercise care in avoiding damage to those facilities which are to remain in service subsequent to the construction of the particular new facility involved and the Contractor will be held responsible for any repairs if damaged. The Contractor shall also exercise care in maintaining those pipes and facilities required for continuing operation of the existing facilities until such time as they can be abandoned. There is no guarantee that all utilities or obstructions are shown on the Contract Drawings or that the locations indicated are accurate.

The Contractor shall exercise extreme caution in working in the area adjacent to the existing pipelines and utility services. It is essential that all the existing facilities be maintained in service. Construction of the connections between the existing facilities and the new facilities shall be at times and during periods acceptable to the City. The Contractor shall advise the Director in writing of its proposed Construction Schedule for these connections at least fortyeight (48) hours in advance.

For Council Approval
Not for Bidding

GC - 5:39
[\\rosenet.loc\rosenetdfs\Desktops\CITYATTORNEY\lippmelissa\Desktop\buildings grounds.docx; 4/21/2026] The Contractor shall uncover all piping and conduits, to a point one foot (1') below the pipe, where crossings, interferences, or connections are shown on the Contract Drawings, prior to trenching or excavating for any pipe or structures, to determine actual elevations. New pipelines shall be laid to such grade as to clear all existing facilities which are to remain in service. If the Contractor does not expose all required utilities, it shall not be entitled to additional compensation for Work necessary to avoid interferences nor for repair to damaged utilities. Excavations around underground electrical ducts and conduits shall be performed using extreme caution to prevent injury or damage to workers and to the electrical ducts or conduits. 5-1.31 PROPERTY RIGHTS IN MATERIALS. Nothing in the Contract shall be construed as vesting in the Contractor any right of property in the materials used after they have been attached or affixed to the Work or soil or after partial payment has been made as provided in Section 7-1.07, “Progress Payments,” of these General Conditions for material delivered on the ground or stored subject to or under the control of the City and unused. All such material shall become the property of the City upon being so attached or affixed or upon payment for materials delivered on the ground or stored subject to or under the control of the City and unused, as provided in said Section 7-1.07.
5-1.32 COURT ORDERED DELAY. If, pursuant to court order, the Department temporarily suspends performance of all or any portion of the Work, an extension of time determined pursuant to the provisions in Section 6-1.08, “Liquidated Damages,” of these General Conditions will be granted.
5-1.33 NO PERSONAL LIABILITY. Neither the Director, nor any other officer or authorized employee of the City, shall be personally responsible for any liability arising under or by virtue of the Contract.

For Council Approval
Not for Bidding

GC - 5:40
[\\rosenet.loc\rosenetdfs\Desktops\CITYATTORNEY\lippmelissa\Desktop\buildings grounds.docx; 4/21/2026] 5-1.34 RIGHTS IN LAND AND IMPROVEMENTS. The Contractor shall make no arrangements with any person or entity to permit occupancy or use of any land, structure or building within the limits of the Work, for any purpose whatsoever, either with or without compensation, in conflict with any agreement between the City and any third party owner, former owner, or tenant of such land, structure or buildings. The Contractor shall not occupy City-owned property outside the limit of the Work shown on the Contract Drawings unless it obtains prior approval.
5-1.35 ANTITRUST CLAIMS. The Contractor’s attention is directed to the following provision of Public Contract Code Section 7103.5(b), which is applicable to the Contractor and its Subcontractors:
“ In entering into a public works contract or a subcontract to supply goods, services, or materials pursuant to a public works contract, the contractor or subcontractor offers and agrees to assign to the awarding body all rights, title, and interest in and to all causes of action it may have under Section 4 of the Clayton Act (15 U.S.C.

Sec. 15) or under the Cartwright Act (Chapter 2 [commencing with Section 16700] of Part 2 of Division 7 of the Business and Professions Code), arising from purchases of goods, services, or materials pursuant to the public works contract or the subcontract.

This assignment shall be made and become effective at the time the awarding body tenders final payment to the contractor, without further acknowledgement by the parties.”
5-1.36 RIGHTS TO DRAWINGS, TECHNICAL DATA PATENTS. Shop For Council Approval
Not for Bidding

GC - 5:41
[\\rosenet.loc\rosenetdfs\Desktops\CITYATTORNEY\lippmelissa\Desktop\buildings grounds.docx; 4/21/2026] Drawings and Working Drawings submitted to the City by the Contractor, Subcontractor or any lower tier Subcontractor pursuant to the Agreement, are the property of the City and the City may use, and disclose in any manner and for any purpose, Shop Drawings and Working Drawings delivered under the Contract.

Technical Data including manuals or instructional materials, computer or microprocessor software which are delivered or submitted to the City by the Contractor, Subcontractor, or any lower tier Subcontract pursuant to the Contract are the property of the City, and the City may use or disclose same in any manner and for any purpose.

The Contractor shall assume all costs arising from the use of patented materials, equipment, devices, or processes used on or incorporated in the Work, and shall defend, indemnify and save and hold harmless the City, and its duly authorized representatives, from all suits at law, or in equity, and actions of every nature for, or on account of the use of any patented materials, equipment, devices or processes. In case some materials, equipment, devices or processes are held to constitute an infringement and their use enjoined, the Contractor, at its expense, shall:

1. Secure for the City the right to continue using said materials, equipment, devices or processes by suspension of the injunction or by procuring a license or licenses; or

2. Replace such materials, equipment, devices, processes; or

3. Modify them so that they become non-infringing or remove the enjoined materials, equipment, devices or processes and refund the sums paid therefor without prejudice to any other rights of the City.
5-1.37 PAYMENT OF TAXES. Contractor shall pay all taxes and duties applicable to and assessable against any Work, equipment, materials, services, processes, and For Council Approval
Not for Bidding

GC - 5:42
[\\rosenet.loc\rosenetdfs\Desktops\CITYATTORNEY\lippmelissa\Desktop\buildings grounds.docx; 4/21/2026] operations incidental to or involved in the Agreement, including but not limited to, retail sales and use, transportation, export, import, business, and special taxes. The Contractor is responsible for ascertaining and acquainting itself with such taxes and making all necessary arrangements to pay them. The Contractor will maintain records that are auditable records, and these records shall be subject to the City’s review to verify that Contractor’s tax payments are current at all times.

The Contract Price paid for the Work shall include full compensation for all taxes which the Contractor is required to pay, whether imposed by Federal, State or local government, including, without being limited to, Federal excise tax. No tax exemption certificate nor any document designed to exempt the Contractor from payment of any tax will be furnished to the Contractor by the Department, as to any tax on labor, services, materials, transportation, or any other items furnished pursuant to the Contract.

The Contractor shall withhold and pay any and all sales and use taxes, withholding taxes, whether Federal, State, or local, Social Security taxes, State Unemployment Insurance charges and all other taxes which are now or hereafter may be required to be paid or withheld under any laws.
5-1.38 GRATUITIES AND CONFLICT OF INTEREST. The Contractor shall not offer or provide gratuities in the form of gifts, entertainment, loans, meals, rewards, and/or services to representatives of the City, including but not limited to, officers, employees, agents, Engineering Service Consultants, Consulting Engineers and Architects, Inspectors and/or Testing Agencies retained by the City. If it is found that the Contractor has violated this provision, the Contract may be subject to termination for default as defined elsewhere in these General Conditions.

For Council Approval
Not for Bidding

GC - 5:43
[\\rosenet.loc\rosenetdfs\Desktops\CITYATTORNEY\lippmelissa\Desktop\buildings grounds.docx; 4/21/2026] During the term of the Contract and until the final payment has been made to the Contractor, the Contractor shall not employ or compensate in any manner whatsoever, the City’s officers, employees and authorized representatives, agents, and any Engineering Service Consultants, Consulting Engineers and Architects, Inspectors, and/or Testing Agencies retained by the City. Any exception to the employment or compensation to any of the above named parties must be made in writing by the City. If the Contractor offers or provides employment or compensation to those named above during the term of the Contract, the Contract may be subject to termination for default.
5-1.39 COOPERATION. Should construction be under way by City forces or other forces or by other Contractors within or adjacent to the limits of the Work or should Work of any other nature be under way by such forces within or adjacent to said limits, the Contractor shall cooperate with all such forces to the end that any delay, interference or hindrance to their Work will be avoided. The right is reserved to perform other or additional Work at or near the site at any time, by the use of such forces.
5-1.40 DIGGING TRENCHES OR OTHER EXCAVATIONS. In the event any work involves digging trenches or other excavations that extend deeper than four feet (4’) below the surface, City and Contractor shall comply with the following:

A. The Contractor shall promptly, and before the following conditions are disturbed, notify City in writing of any:

1. Material that the Contractor believes may be material that is hazardous waste, as defined in Section 25117 of the Health and Safety Code, that is required to be removed to a Class I, Class II, or Class III disposal site in accordance with provisions of existing law.

For Council Approval
Not for Bidding

GC - 5:44
[\\rosenet.loc\rosenetdfs\Desktops\CITYATTORNEY\lippmelissa\Desktop\buildings grounds.docx; 4/21/2026]

2. Subsurface or latent physical conditions at the site differing from those made available to Contractor for inspection as provided in the project proposal.

3. Unknown physical conditions at the site of any unusual nature, different materially from those ordinarily encountered and generally recognized as inherent in Work of the character provided for in the Contract.

B. The City shall promptly investigate the conditions, and if it finds that the conditions do materially so differ, or do involve hazardous waste, and cause a decrease or increase in the Contractor’s cost of, or the time required for, performance of any part of the Work shall issue a Change Order under the procedures described in the Contract.

C. In the event that a dispute arises between the City and the Contractor whether the conditions materially differ, or involve hazardous waste, or cause a decrease or increase in the Contractor’s cost of, or time required for, performance of any part of the Work, the Contractor shall not be excused from any scheduled completion date provided for by the Contract, but shall proceed with all work to be performed under the Contract. The Contractor shall retain any and all rights provided either by contract or by law which pertain to the resolution of disputes and protests between the contracting parties. However, no claim of the Contractor under this clause shall be allowed unless the Contractor has given the notice required by this Section. No claim by the Contractor for an equitable adjustment hereunder shall be allowed if asserted after final payment under this Contract. 5-1.41 CONTRACTOR REGISTRATION. No contractor or subcontractor may work on a public works project unless registered with the Department of Industrial Relations pursuant to Labor Code section 1725.5. During the performance of this Contract, the Contractor and its subcontractors shall have a continuing legal obligation to maintain current For Council Approval
Not for Bidding

GC - 5:45
[\\rosenet.loc\rosenetdfs\Desktops\CITYATTORNEY\lippmelissa\Desktop\buildings grounds.docx; 4/21/2026] registration with the Department of Industrial Relations. The Contractor is hereby notified that this project is subject to compliance monitoring and enforcement by the Department of Industrial Relations.
5-1.42 CITY OF ROSEVILLE ENCROACHMENT PERMITS AND
RIGHTS-OF-WAY. The Contractor need not obtain a separate encroachment permit from the City prior to construction within street rights-of-way or other City rights-of-way. Execution of the Contract by the City shall be deemed an encroachment permit for work required by the Contract within rights-of-way. All work shall conform to the rules and regulations of encroachment permits and shall be subject to the inspection and approval of the Director and City Engineer.

To the extent indicated in the Contract Drawings, the City will provide the rights-of-way over private lands or the site to enable the Contractor to perform its work. The Contractor shall be solely responsible for securing any additional rights-of-way desired by the Contractor. The City will not be a party to nor assume any liability for any separate agreements reached between the Contractor and any third parties with respect to these additional rights-of-way. The Contractor shall procure evidence that agreements are in place with said third parties before the Contractor uses those areas covered by the agreements. Any damage to such private lands caused by the Contractor’s operations shall be the sole responsibility of the Contractor. 5-1.43 CALIFORNIA AIR RESOURCES BOARD REGULATIONS. The
Contractor shall comply with any applicable regulations of the California Air Resources Board (“CARB”) set forth below.

A. In-Use Off-Road Diesel-Fueled Fleets. If the Contractor will use vehicles subject to Cal. Code Regs., tit. 13, §§ 2449 et seq. for the project, it shall submit a valid For Council Approval
Not for Bidding

GC - 5:46
[\\rosenet.loc\rosenetdfs\Desktops\CITYATTORNEY\lippmelissa\Desktop\buildings grounds.docx; 4/21/2026] Certificate of Reported Compliance to the City as provided in § 2449(n).

B. Advanced Clean Fleets. Pursuant to Cal. Code Regs., tit. 13, § 2013(i)(1), the Contractor shall submit to the City either a signed statement stating that it is not subject to the High Priority and Federal Fleets regulation of title 13, CCR section 2015 through 2015.6, or a document evidencing that it is listed on the CARB Advanced Clean Fleets webpage as a compliant fleet.

For Council Approval
Not for Bidding

GC - 6:1
[\\rosenet.loc\rosenetdfs\Desktops\CITYATTORNEY\lippmelissa\Desktop\buildings grounds.docx; 4/21/2026] SECTION 6

PROSECUTION AND PROGRESS
6-1.01 SUBLETTING AND SUBCONTRACTING. The Contractor shall be responsible for all Work performed under the Contract. The Contractor shall give its personal attention to the fulfillment of the Contract and shall keep the Work under its control. Nothing in the Contract Documents shall create any contractual relationship between the City and any Subcontractor. The Contractor is fully responsible to the City for the acts and omissions of its Subcontractors of any tier. When any Subcontractor fails to prosecute a portion of the Work in a manner satisfactory to the Director, that Subcontractor shall not again be employed on the Work.

Although the sections of the Contract may be arranged according to various trades, or general grouping of the Work, the Contractor is not obligated to sublet the Work in such manner. The Director will not arbitrate disputes among Subcontractors or between Contractor and one or more Subcontractors concerning responsibility for performing any part of the Work.

The on-site production of materials produced by other than the Contractor’s own forces shall be considered as subcontracted. The erection, establishment or reopening of on-site plants for production of materials and the operation thereof in the production of materials for use on the Work shall conform to the requirements relating to labor set forth in the Contract Documents.

The Contractor shall also be responsible for coordinating the Work performed by Subcontractors and Suppliers.

The Contractor shall not substitute any person as Subcontractor in place of a Subcontractor listed on its bid proposal without the written approval of the Director.

Substitutions must be in accordance with the provisions of the “Subletting and Subcontracting For Council Approval
Not for Bidding

GC - 6:2
[\\rosenet.loc\rosenetdfs\Desktops\CITYATTORNEY\lippmelissa\Desktop\buildings grounds.docx; 4/21/2026] Fair Practices Act” beginning with Public Contract Code Section 4100. Violations of this Act by the Contractor may subject it to penalties which may include cancellation of Contract, Assessment of ten percent (10%) of the Subcontractor's bid, and disciplinary action by the Contractors State License Board.

The Contractor shall pay any Subcontractors approved by the City for work that has been satisfactorily performed no later than seven (7) Days from the date of Contractor’s receipt of progress payments by the City. Within seven (7) Days after receipt from the City of funds attributable to work performed by a Subcontractor, Contractor shall release any retainage payments withheld to the Subcontractor. In the event Contractor does not make progress payments or release retention to Subcontractors in accordance with the time period specified herein, Contractor may be subject to prompt payment penalties per statute. 6-1.02 ASSIGNMENT. The performance of this Contract may not be assigned, except upon the written consent of the City Council of the City of Roseville. Consent will not be given to any proposed assignment which would relieve the original Contractor or its surety of their responsibilities under the Contract nor will the City consent to any assignment of a part of the Work under the Contract.

The Contractor may assign moneys due or to become due to it under the Contract and such assignment will be recognized by the City, if given proper notice thereof, to the extent permitted by law, but any assignment of moneys shall be subject to all proper set-offs in favor of the City and to all deductions provided for in the Contract and particularly all money withheld, whether assigned or not, shall be subject to being used by the City for the completion of the Work in the event that the Contractor should be in default therein. 6-1.03 BEGINNING OF WORK. After the execution of the Contract by both For Council Approval
Not for Bidding

GC - 6:3
[\\rosenet.loc\rosenetdfs\Desktops\CITYATTORNEY\lippmelissa\Desktop\buildings grounds.docx; 4/21/2026] parties, the City will issue the Notice to Proceed upon its determination that it is appropriate for the Contract Time to commence.

The Contractor shall begin Work within fifteen (15) Days after receiving the Notice to Proceed from the Director, subject to the requirements stated elsewhere in the Contract Documents regarding, among other things, the submittal of Baseline Schedule, and shall diligently prosecute the same to completion within the time limit provided in the Supplemental Conditions. Contractor shall also achieve any and all Contract milestones as described elsewhere in the Contract Documents.

The Contractor shall notify the Director, in writing, of its intent to begin Work at least seventy-two (72) hours before Work is begun. The notice shall be delivered to the Director and shall specify the date the Contractor intends to start. If the project has more than one (1) location of Work, a separate notice shall be given for each location.

The Contractor is not authorized to perform any Work until it has received a Notice to Proceed from the City. Should the Contractor begin Work in advance of receiving notice that the Contract has been approved as above provided, any Work performed by it in advance of the said date of approval shall be considered as having been done by the Contractor at its own risk and as a volunteer unless said Contract is so approved thereafter. 6-1.04 PROGRESS SCHEDULE.

A. Preliminary Progress Schedule. The Contractor shall submit to the Director, within twenty (20) Days after date of the Notice to Proceed, a Preliminary Progress Schedule covering the Contractor's activities over the first three (3) months of operation in detail and the remainder of the project in summary. The Preliminary Progress Schedule shall schedule the project within the Contract Time for completion of the Work, and shall be subject to For Council Approval
Not for Bidding

GC - 6:4
[\\rosenet.loc\rosenetdfs\Desktops\CITYATTORNEY\lippmelissa\Desktop\buildings grounds.docx; 4/21/2026] favorable review by the Director.

B. CPM Schedule. The Contractor shall submit an acceptable Critical Path Method (CPM) Schedule to the Director within thirty (30) Days after the receipt of the Notice to Proceed. Subsequent revisions to said schedule shall be submitted as set forth hereinafter. The requirement for the CPM schedule is included to allow for adequate planning and execution of the Work, to determine the critical nature of delays, and to assist the Director in appraising the reasonableness of the proposed schedule and evaluating progress of the Work. The CPM schedule submitted under this Section shall utilize a CPM format, either the precedence or arrow diagramming method. The definitions of CPM terms and functions shall be as provided in the Associated General Contractors of America book CPM in Construction, A Manual for General Contractors, or a favorably reviewed alternative publication or reference. No progress payment will be made prior to submission and acceptance of the CPM Schedule.

1. The CPM schedule system shall consist of diagrams and accompanying mathematical analyses. The diagrams shall show elements of the project in detail and an entire project summary. Diagrams shall show the order and interdependence of activities and sequence in which the Work is to be accomplished as planned by the Contractor. The basic concept of a network analysis diagram shall be followed to show how the start of a given activity is dependent on the completion of preceding activities and its completion restricts the start of following activities. Detailed network activities shall include, in addition to construction activities, the submittal and favorable review of samples of material and Shop Drawings, the procurement of critical materials and equipment, fabrication of special material and equipment, and their Installation and testing. All activities of the City and the Director that affect progress and required Contract dates for completion of all or parts of the Work shall be shown. The For Council Approval
Not for Bidding

GC - 6:5
[\\rosenet.loc\rosenetdfs\Desktops\CITYATTORNEY\lippmelissa\Desktop\buildings grounds.docx; 4/21/2026] selection and number of activities shall be subject to favorable review by the Director. Summary networks shall be time scaled. Durations shall be in Days and shall not exceed fifteen (15) Days, except for submittal and delivery items. Where the duration of continuous Work exceeds fifteen (15) Days, Work items in the Construction Schedule shall be subdivided by location, approximate stationing or other sub-element of the Work.

The graphic network diagram shall include for each activity, the description, activity number, the estimated duration in Days, and all activity relationship lines.

The network diagram shall be drawn for the early start of activities. All significant Submittals shall be scheduled along with manual Submittals and training on all large or critical pieces of equipment. If the precedence technique is utilized, the schedule project shall include a calendar in Work Days, a network report sorted by early start and a logic table report sorted by preceding Work item. If the arrow technique is utilized, the schedule report shall include a calendar in Work Days, a network report sorted by early start, a network report sorted by I-J numbers, and a network sorted by slack time and I-J numbers.

2. The critical path shall be shown on all reports and on the graphic network diagram. The activities which constitute the critical path shall be identified.

3. The mathematical analysis of the network diagram shall include a tabulation of each activity. The following information shall be furnished as a minimum for each activity:
(a) preceding and following event numbers
(b) activity description and number
(c) estimated duration of activities
(d) earliest start date (by calendar date)
For Council Approval
Not for Bidding

GC - 6:6
[\\rosenet.loc\rosenetdfs\Desktops\CITYATTORNEY\lippmelissa\Desktop\buildings grounds.docx; 4/21/2026] (e) earliest finish date (by calendar date)
(f) actual start date (by calendar date)
(g) actual finish date (by calendar date)
(h) latest start date (by calendar date)
(i) latest finish date (by calendar date)
(j) slack or float
(k) percentage of activity completed

4. The program shall be capable of accepting revised completion dates as modified by approved time adjustments and recomputations of all tabulation dates and float accordingly.

5. Submission and review of the system shall be as follows:
(a) The complete network analysis system, consisting of the detailed network mathematical analysis and network diagrams, shall be submitted within thirty (30) Days after receipt of the Notice to Proceed.
(b) The Contractor shall participate in a review and evaluation of the proposed network diagrams and analysis by the Director. Any revisions necessary as a result of this review shall be resubmitted for review by the Director within ten (10) Days. When completed, the favorably reviewed schedule shall then be the schedule to be used by the Contractor for planning, organizing and directing the Work and for reporting progress. If the Contractor thereafter desires to make significant changes in its method of operating and scheduling, the Contractor shall notify the Director in writing stating the reasons for the change. (c) The Contractor shall submit at monthly intervals a report of the actual construction progress. Each monthly report shall cover a period of approximately thirty For Council Approval
Not for Bidding

GC - 6:7
[\\rosenet.loc\rosenetdfs\Desktops\CITYATTORNEY\lippmelissa\Desktop\buildings grounds.docx; 4/21/2026] (30) Days ending around the 20th of each month. The monthly reports shall be submitted within ten (10) Days of the end of the reporting period.
(1) If the project is proceeding on schedule, the monthly update report may consist of a marked-up copy of the graphical network diagram. This submittal shall clearly indicate the status of any minor shifts in sequence or schedule and the estimated completion date or percent complete of all activities currently in progress. The Contract completion date shall also be indicated. The Contractor shall submit a narrative report relating to status of construction, the schedule, and factors which may affect the remainder of the schedule. The report shall show the activities or portions of activities completed during the reporting period. The report shall state the percentage of the Work actually completed and scheduled as of the report date and the progress along the critical path in terms of Days ahead or behind the allowable dates. (2) If, in the opinion of the Director, the project is behind schedule, the monthly report shall include a revised network diagram and/or mathematical analysis showing the Contractor's proposed revised schedule. An analysis of the effect that the delay has on progress along other paths shall also be included in the report. The Contractor shall also submit a narrative report with each updated analysis which shall include but not to be limited to a description of current and anticipated problem areas, delaying factors and their impact, and an explanation of corrective actions taken or proposed.
(3) Periodic report shall be submitted in sufficient copies to cover Contractor needs plus five (5) copies and an available electronic copy to be retained by the Director.

For Council Approval
Not for Bidding

GC - 6:8
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6. To the extent that the favorably reviewed initial Construction Schedule, or revisions thereto, indicate anything not jointly agreed upon, it shall be deemed to be not favorably reviewed by the Director. Any omission of Work from the detailed schedule, otherwise required for Contract compliance, will not excuse the Contractor from completing such Work within any applicable completion date. The CPM schedule shall be generated by computer methods.

C. Schedule Review. Once each month, on a date mutually agreed upon, but no later than seven (7) business days after the monthly schedule progress report date, a Work Site meeting will be held to review the Construction Schedule and job progress. The Contractor shall also attend weekly meetings scheduled by the Director to review the progress of the Work in the preceding week and in the subsequent week, coordinate the Work with public agencies or other Contractors as required, and allow the Director to plan his or her activities for testing, inspection, etc.

D. Schedule Revisions. The conditions under which the Director will require revisions of the Construction Schedule include the following:

1. When delay in completion of any Work item or sequence of Work items results in an estimated extension of project completion by either twenty (20) business days or by ten percent (10%) of the remaining duration of time to complete the Contract, whichever is less.

2. When delays in Submittals or deliveries make replanning or rescheduling of the Work necessary.

3. When the schedule does not represent actual prosecution and progress of the Work.

For Council Approval
Not for Bidding

GC - 6:9
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4. When any change to the sequence of activities, the completion date for major portions of the Work, or when changes occur which affect the critical path.

5. When Contract Amendments or a Change Order necessitates schedule revision, the Contractor shall submit a schedule analysis of all Change Order Work with its proposal.

E. Cash Flow Projection. A cash flow projection shall be submitted with the Construction Schedule. This cash flow projection shall be revised and resubmitted when revisions of the Construction Schedule will result in changes to the projected cash flow.

F. Schedules showing project completion dates earlier than specified in the Supplemental Conditions will be rejected unless justification can be provided for early completion.
6-1.05 SCHEDULE OF VALUES. Prior to preparation of the first estimate for a progress payment, the Contractor shall submit for favorable review by the Director a detailed Schedule of Values or cost breakdown of the Work under each bid item awarded. The breakdown will then become the basis for partial payment determination. Elements of Work shall be grouped by structure, pipeline, system, etc. Within each grouping, Work should be itemized by readily measurable quantities of Work complete in place. For example, concrete should be in units of cubic yards including form Work and reinforcing steel. Move-on costs, bond and insurance costs, and Overhead costs shall not be considered an item of cost for this purpose but shall be prorated over items of Work. In the event the Schedule of Values is not favorable reviewed by the Director, another Schedule of Values shall be submitted that is mutually acceptable to the Contractor and the Director. 6-1.06 CITY’S RIGHT TO STOP WORK. The Director shall have the For Council Approval
Not for Bidding

GC - 6:10
[\\rosenet.loc\rosenetdfs\Desktops\CITYATTORNEY\lippmelissa\Desktop\buildings grounds.docx; 4/21/2026] authority to order the Contractor, in writing, to suspend the Work wholly or in part, for such period as the Director may deem necessary due to the failure on the part of the Contractor to correct Work that is not in accordance with the requirements of the Contract Documents or if Contractor persistently fails to carry out Work in accordance with the Contract Documents.

The Contractor shall immediately comply with the written order of the Director to suspend the Work wholly or in part. The suspended Work shall be resumed when conditions are favorable and methods are corrected, as ordered or approved in writing by the Director.

Any stoppage of work under this section shall be at the Contractor’s sole expense, and the Contractor shall have no claim against the City based on the Contractor’s failure to perform the Work in accordance with the Contract Documents.

In addition to the City’s right to stop Work, the City may order the Contractor to submit to the City at no additional cost to the City, additional information concerning Contractor’s planned Work if the Contractor fails to promptly correct Work that is not in accordance with the requirements of the Contract Documents or persistently fails to carry out Work in accordance with the Contract Documents. The additional information ordered by the City may include, but is not limited to, preparation of Submittals or Working Drawings not otherwise required to be submitted under the Contract Documents.

In the event the City discovers that the Contractor has created an unsafe condition the City may arrange for other work forces to remedy the condition. Such remedial work shall be at the sole discretion of the City. If this action is required, the City may unilaterally terminate Work under the Contract, and will pay only for the quantities of Work actually performed, less the cost of the City’s remedial Work. In the event that Work is not halted, the Contractor must take immediate steps to correct the situation. There will be no extra payment for Work required For Council Approval
Not for Bidding

GC - 6:11
[\\rosenet.loc\rosenetdfs\Desktops\CITYATTORNEY\lippmelissa\Desktop\buildings grounds.docx; 4/21/2026] to correct unsafe conditions.

The right of the City to suspend the Work shall not give rise to a duty on the part of the City to exercise this right for the benefit of the Contractor or any other person or entity. This right shall be in addition to and not in restriction or derogation of the City’s other rights under the Contract Documents.

In the event of a suspension of Work under any of the conditions set forth in this Section 6-1.06, such suspension of Work shall not relieve the Contractor of its legal responsibilities as set forth in these General Conditions.
6-1.07 TIME OF COMPLETION. The Contractor shall complete the entire Work, including Installation, repairs, startup, troubleshooting, painting, and touchup, training, submittal or record drawings, and manuals, cleanup, demobilization, and all other Work within the number of Days set forth in the Supplemental Conditions. The time for completion includes an allowance for working time lost due to normal inclement weather.

Extensions of time may be allowed for unusual inclement weather under the provisions hereinafter described. Unusual inclement weather is weather which adversely affects “controlling” operations or the critical path of construction and which meets one of the following criteria:

A. For the particular calendar month in question, the number of individual Days with rainfall exceeding 0.10 inches exceeds the average number of such Days for that month over the immediately preceding five (5) years of record by at least three (3) Days.

B. For the particular calendar month in question, the total cumulative rainfall for that month exceeds the average cumulative rainfall for that month over the immediately preceding five (5) years of record by at least two inches (2”).

For Council Approval
Not for Bidding

GC - 6:12
[\\rosenet.loc\rosenetdfs\Desktops\CITYATTORNEY\lippmelissa\Desktop\buildings grounds.docx; 4/21/2026] Rainfall shall be measured at a publicly operated, maintained, and reported station in reasonable proximity to the construction site. A claim for delay shall indicate the period of rainfall which is claimed as “unusual,” the specific dates during which the unusual rainfall and subsequent wet soil conditions prevented Work, and the specific critical path tasks adversely affected by such unusual weather. A claim for delay due to unusual inclement weather shall be filed within ten (10) Days of the apparent end of the unusual inclement rainfall period, whether or not the monthly totals are available at that time. The burden of proof that weather meets the criteria for unusual weather shall be solely the responsibility of the Contractor.

It is the responsibility of the Contractor to order materials required for the Work properly and promptly on a Notice to Proceed. If evidence presented demonstrates that, in spite of the Contractor's efforts, government-established priorities controls delay material deliveries, suitable extension of time will be made.

If performance of extra Work ordered by the City or failure of the City to provide the necessary site for Installation affects construction tasks which are “controlling” or which are on the “critical path” of the Construction Schedule, suitable extensions of time will be made.

The Contractor shall not be entitled to a time extension for delays in activities on non-critical paths of the favorably reviewed schedule unless the duration of the excusable delay exceeds the total float of the activities being delayed. If the duration of an excusable delay does exceed the total float of the activities affected by the delay, the Contractor shall be entitled to an extension equal to the difference.

C. Determination that a day is a non-working day by reason of inclement weather or conditions resulting immediately therefrom, shall be made by the Director. 6-1.08 LIQUIDATED DAMAGES. It is agreed by the parties to the Contract For Council Approval
Not for Bidding

GC - 6:13
[\\rosenet.loc\rosenetdfs\Desktops\CITYATTORNEY\lippmelissa\Desktop\buildings grounds.docx; 4/21/2026] that in case all the Work called for under the Contract in all parts and requirements is not completed within the number of Days as set forth in the Supplemental Conditions, damage will be sustained by the City and that it is and will be impracticable and extremely difficult to ascertain and determine the actual damage which the City will sustain in the event of and by reason of such delay; and it is therefore agreed that the Contractor will pay to the City, the monetary amount indicated in the Supplemental Conditions in dollars (U.S.) per day for each and every calendar day of delay in completing the Work in excess of the number of Days prescribed and the number of additional calendar days, if any, authorized by Contract Change Order; and the Contractor agrees to pay said Liquidated Damages herein provided for, and further agrees that the City may deduct the amount thereof from any moneys due or that may become due the Contractor under the Contract.

It is further agreed that in case the Work is not finished and completed in all parts and requirements within the number of Days specified, the City shall have the right to increase the number of Days or not, as it may deem best to serve the interest of the City, and if it decides to increase the said number of Days, it shall further have the right to charge to the Contractor, its heirs, assigns or sureties and to deduct from the final payment for the Work all of any part, as it may deem proper, of the actual cost of engineering, inspection, superintendence, and other Overhead expenses which are directly chargeable to the Contract, and which accrue during the period of such extension, except that cost of preparation of final statement shall not be included in such charges.
6-1.09 DELAYS AND EXTENSIONS TO THE WORK. The Contractor must complete all Work within the time specified in the Agreement. The Contractor will be granted an extension of time and will not be assessed with liquidated damages or the cost of engineering For Council Approval
Not for Bidding

GC - 6:14
[\\rosenet.loc\rosenetdfs\Desktops\CITYATTORNEY\lippmelissa\Desktop\buildings grounds.docx; 4/21/2026] and inspection for any delay in substantially completing the Work (or parts thereof) beyond the time set forth in the Agreement, provided that such delay was caused by unforeseeable causes beyond the control and without the fault or negligence of the Contractor. Examples of such causes include acts of public enemy, fire, floods, abnormal weather (as described below), earthquakes, epidemics, quarantine restrictions, strikes, labor disputes and freight embargoes, fire, changes made pursuant to the provisions of “Changes in the Work” under Section 3 of these General Conditions or acts or neglect of the City not contemplated by the Contract Documents.

In all cases, any extension of time is conditioned on the following:

1. That the cause is not due to the fault or negligence of the Contractor, and the Contractor has taken reasonable precautions to prevent and minimize the effects thereof; and

2. That the Contractor notifies the Director in writing within three (3) Days from the beginning of such delay specifying the nature of the delay and the measures that have been or will be taken to prevent or minimize the delay. Failure to submit written notice within this time period shall constitute an absolute waiver of any claim for a time extension.

No extension of time will be granted for a delay caused by a shortage of materials, unless the Contractor furnishes to the City documentary proof that it has diligently made every effort to obtain such materials from all known sources within reasonable reach of the work and further proof, as acceptable to the Director, that the inability to obtain such materials when originally planned did in fact cause a delay in Final Completion of the entire Work which could not be compensated for by revising the sequence of the Contractor’s operations. Only the physical shortage of material will be considered as a cause for extension of time, and no consideration For Council Approval
Not for Bidding

GC - 6:15
[\\rosenet.loc\rosenetdfs\Desktops\CITYATTORNEY\lippmelissa\Desktop\buildings grounds.docx; 4/21/2026] will be given to any claim that material could not be obtained at a reasonable, practical or economical cost or price, unless it is shown to the satisfaction of the City that such material could have been obtained only at exorbitant prices entirely out of line with current rates, taking into account the quantities involved and the usual practices in obtaining such quantities.

No extension of time will be granted for a delay caused by Contractor’s staff turnovers, understaffing or insufficient quantity of qualified staff able to perform the necessary work.

The term “shortage of materials,” as used in this section, shall apply only to materials, articles, parts or equipment which are standard items and shall not apply to materials, parts, articles or equipment which are processed, made, constructed, fabricated or manufactured to meet the specific requirements of the Contract Documents.

No extensions of time will be granted for delays that have no measureable impact on the completion of the Work (or parts thereof) under the Contract Documents. When extensions of time are granted, they will be limited to the period equivalent to the actual number of Days lost on the critical path or controlling operations of the Construction Schedule, taking into account the extent to which that delay could be decreased by reasonable mitigation measures by the Contractor. All requests for extensions of time must be supported with a critical path analysis showing the critical path and impacts to it. Contractor’s failure to submit this analysis will be sufficient cause for denial of any request for a time extension.

Within a reasonable period of time after the Contractor submits the notice and information required by this section, the City will determine whether an extension of time is justified and, if so, the number of days for the extension.

Abnormal weather may be a valid basis for a time extension under the Agreement. “Abnormal Weather” occurs when the number of days of rain above 0.5 inches in a 24 hour For Council Approval
Not for Bidding

GC - 6:16
[\\rosenet.loc\rosenetdfs\Desktops\CITYATTORNEY\lippmelissa\Desktop\buildings grounds.docx; 4/21/2026] period exceeds the average for such rainfall in a particular month as determined by the National Weather Service. The Contractor will only be entitled to, at most, a time extension for the number of days of rain exceeding the average for that month in the locale where the Work is to be performed. If delays are caused by the Contractor or those for whom the Contractor is responsible, the Contractor will only be entitled to, at most, a time extension for the number of rain days exceeding the average for the month when the Work should have been performed.

In addition, before a time extension may be granted for abnormal weather, the Contractor must establish that the rain either significantly impacted at least sixty percent (60%) of the planned work of the controlling operations for a particular day or prohibited at least five (5) hours of work on the controlling operations planned for that day. Contractor shall employ reasonably methods to mitigate the impact of abnormal weather (i.e., dewatering, protection of site, etc.) The occurrence of rain during non-work hours or having minimal impact to work on the controlling operation shall not constitute a day of abnormal weather.

In the event that the project experiences favorable weather for a particular month (e.g., the number of actual rain days in a month less than that indicated above for allowable rain days per months), the additional float resulting from such favorable weather shall accrue to the project.

Any Contractor claim for damages or additional compensation based on delay shall be limited to only those circumstances where the Contractor has fulfilled each of the following three (3) requirements:

1. Contractor has established its entitlement to a time extension pursuant to the provisions described above regarding delay and extensions to the Work.

2. The delay was caused solely by the City’s issuance of changes made pursuant to the For Council Approval
Not for Bidding

GC - 6:17
[\\rosenet.loc\rosenetdfs\Desktops\CITYATTORNEY\lippmelissa\Desktop\buildings grounds.docx; 4/21/2026] provisions of “Changes in the Work” under Section 3 of these General Conditions or by acts or neglect of the City.

3. The delay was unreasonable under the circumstances and not within the contemplation of the parties.

It is expressly understood and agreed that delays caused by the City will be noncompensable when there are concurrent delays caused by the Contractor. Also, the Contractor shall have no entitlement to additional compensation for any delay where there have been concurrent delays caused by non-compensable delays, including, but not limited to, fire, floods, earthquakes, epidemics, quarantine restrictions, strikes, labor disputes, and freight embargoes.

Contractor’s damages and/or additional compensation for delays will consist solely of the extended costs of maintaining the Contractor’s Work Site presence. The Contractor will not be entitled to any extended home office overhead.

Compensation for idle time of equipment will be determined in the same manner as determinations are made for equipment used in the performance of extra work paid for on a Force Account basis with the following exceptions:

1. The time for which compensation will be paid will be the actual normal working hours during which such delay conditions exists, but in no case will exceed eight (8) hours in any one day.

2. The days for which compensation will be paid will be each calendar day of the work week (defined elsewhere in the Contract Documents) and Legal Holidays, during the existence of such delay, except that when rental of the equipment is paid for under the provisions in Section 3-1.06C, “Force Account Payment – Equipment,” of these General Conditions, no payment will be made for delays in accordance with the For Council Approval
Not for Bidding

GC - 6:18
[\\rosenet.loc\rosenetdfs\Desktops\CITYATTORNEY\lippmelissa\Desktop\buildings grounds.docx; 4/21/2026] provisions of this section.

Actual loss shall be understood to include no items of expense other than idle time of personnel, cost of extra moving of equipment, and cost of longer hauls. Compensation for idle time of equipment will be determined as provided in this section and compensation for idle time of personnel will be determined pursuant to Section 3-1.06A, “Force Account Payment – Labor,” of these General Conditions. No markup will be added in either case for Overhead and profit.

The cost of extra moving of equipment and the cost of longer hauls will be paid for as extra work as provided pursuant to “Changes to the Work” elsewhere in the Contract Documents. 6-1.10 TERMINATION.
6-1.10A TERMINATION OF AGREEMENT – CONVENIENCE OF
CITY. The Department reserves the right to terminate the Contract at any time and for any reason if the Director determines that to do so would be in the best interest of the City. Any termination which is not based on the circumstances set forth in Section 6.1-10B below shall be effected by delivery to the Contractor of a Notice of Termination specifying the extent to which performance of Work under the Contract is terminated, and the date upon which such termination becomes effective.

Upon the Contractor’s receipt of a written Notice of Termination for convenience, the Contractor shall cease Work as to those portions of the project so terminated and shall undertake the steps outlined in Section 6-1.10B below.

1. Acceptance of the Contract as hereinafter specified shall not relieve the Contractor of responsibility for damage to materials except as follows:
a. The Contractor's responsibility for damage to materials for which partial payment has been made as provided in Section 7-1.07, “Progress For Council Approval
Not for Bidding

GC - 6:19
[\\rosenet.loc\rosenetdfs\Desktops\CITYATTORNEY\lippmelissa\Desktop\buildings grounds.docx; 4/21/2026] Payments,” of these General Conditions and for materials furnished by the City for use in the Work and unused shall terminate when the Director certifies that such materials have been stored in the manner and at the locations he or she has directed.
b. The Contractor's responsibility for damage to materials purchased by the City subsequent to the issuance of the notice that the Contract is to be terminated shall terminate when title and delivery of such materials has been taken by the City.
c. When the Director determines that the Contractor has completed the Work under the Contract directed to be completed prior to termination and such other Work as may have been ordered to secure the project for termination, the Contractor will recommend that the City formally accept the Work, and immediately upon and after such Acceptance by the City, the Contractor will not be required to perform any further Work thereon and shall be relieved of its contractual responsibilities for injury to persons or damage to property which occurs after the formal Acceptance of the project by the City.

2. The total compensation to be paid to the Contractor shall be determined by the Director on the basis of the following:
a. The reasonable cost to the Contractor, without profit, for all Work performed under the Contract, including mobilization, demobilization and Work done to secure the project for termination. Reasonable cost will include a reasonable allowance for project Overhead and general For Council Approval
Not for Bidding

GC - 6:20
[\\rosenet.loc\rosenetdfs\Desktops\CITYATTORNEY\lippmelissa\Desktop\buildings grounds.docx; 4/21/2026] administrative Overhead not to exceed a total of seven percent (7%) of Direct Costs of such Work.
b. A reasonable allowance for profit on the cost of the Work performed as determined under subsection (a), provided the Contractor establishes to the satisfaction of the Director that it is reasonably probable that it would have made a profit had the Contract be completed and provided further, that the profit allowed shall in no event exceed four percent (4%) of said cost. c. The reasonable cost to the Contractor of handling material returned to the vendor, delivered to the Department or otherwise disposed of as directed by the Director.
d. A reasonable allowance for the Contractor's administrative costs in determining the amount payable due to termination of the Contract.

All records of the Contractor and the Contractor's Subcontractors, necessary to determine compensation in accordance with this Section, shall be open to inspection or audit by representatives of the Department at all times after issuance of the notice that the Contract is to be terminated and for a period of three (3) years, and such records shall be retained for that period.

After Acceptance of the Work by the Director, the Director may make payments on the basis of interim estimates pending issuance of the Final Statement, when in his or her opinion the amount thus paid, together with all amounts previously paid or allowed, will not result in total compensation in excess of that to which the Contractor will be entitled. All payments, including payment upon the Final Statement, shall be subject to deduction for prior payments and amounts, if any, to be kept or retained under the provisions of the Contract.

For Council Approval
Not for Bidding

GC - 6:21
[\\rosenet.loc\rosenetdfs\Desktops\CITYATTORNEY\lippmelissa\Desktop\buildings grounds.docx; 4/21/2026] In the event that the City terminates this Contract under Section 6-1.10B below and it is determined for any reason that there was not sufficient cause to do so, the City’s termination automatically will convert to a termination for convenience under this section and the terms and conditions outlined in this section automatically will be applied to effectuate the Contract termination. Thus, damages to which a Contractor may be entitled as a result of an improper default termination will be limited to the amounts provided for in this section.

The provisions of this section shall be included in all subcontracts. 6-1.10B TERMINATION OF AGREEMENT - FOR CAUSE. An
“Event of Default” as referred to in this section shall occur if the Contractor:

1. Fails to maintain progress of the Work in accordance with the requirements of the Contract Documents; or

2. Fails to prosecute the Work or any of its components in accordance with the Contract Documents; or

3. Persistently or repeatedly fails or refuses to supply sufficient properly skilled workers or proper material to permit the performance of the Work in accordance with the Contract Documents; or

4. Fails to make prompt payment to Subcontractors or Suppliers in accordance with the respective agreements between the Contractor and the Subcontractor and Contractor and Supplier; or

5. Fails to comply with applicable laws, ordinances or rules, regulations or orders of a public authority having jurisdiction over the Work; or

6. Abandons, assigns or sublets the Contract without approval of the City; or

7. Becomes bankrupt or is subject to appointment of a receiver on behalf of the For Council Approval
Not for Bidding

GC - 6:22
[\\rosenet.loc\rosenetdfs\Desktops\CITYATTORNEY\lippmelissa\Desktop\buildings grounds.docx; 4/21/2026] Contractor; or

8. Otherwise is guilty of a substantial breach of a provision of the Contract Documents.

Upon the City’s reasonable belief that there has been an Event of Default by the Contractor, the City may elect to give the Contractor written notice thereof. The Contractor thereafter shall cure the default as soon as possible and in no event after ten (10) Days from the Contractor’s receipt of the City’s written notice.

If the Contractor does not timely cure its default, the City may, without waiver of any of its other rights and remedies, elect to terminate the Contract, or portion thereof.

Upon the City’s election to terminate the Contract, or portion thereof, the City shall have the right to complete the Work, or portion involved, by whatever means and methods it deems expedient, including the hiring of others on such terms as the City deems advisable. The City shall have the right to take possession of the Contractor’s materials, plant, tools, equipment and property of any kind provided by or on behalf of the Contractor for the purpose of the Work, or a portion of them, without being responsible to the Contractor for wear and tear. The Contractor shall have no rights in such property during its use by the City. The City shall not be required to obtain the lowest prices for completing the Work or a portion of it but shall make such expenditures as, in the City’s sole judgment, best accomplish such completion.

The expense of completing such Work or portion thereof, together with a reasonable charge for engineering, managerial and administrative services, as certified by the City, shall be charged to the Contractor, and the expense so charged shall be deducted by the City out of such monies as may be due or may at any time thereafter become due to the Contractor. In case such expense is more than the sum which otherwise would have been payable to the Contractor under the Agreement, then the Contractor or its surety or sureties shall promptly pay the amount of For Council Approval
Not for Bidding

GC - 6:23
[\\rosenet.loc\rosenetdfs\Desktops\CITYATTORNEY\lippmelissa\Desktop\buildings grounds.docx; 4/21/2026] such excess so due. When the City terminates the Contract under this section, the Contractor shall not be entitled to receive any further payments until the Work is completed and there has been a final settlement of costs of completing the Work covered by such notice of default.

The City will issue to the Contractor a written notice specifying that the Contract, or portion thereof, is terminated. Upon receipt of said written notice and, except as otherwise directed in writing by the City, the Contractor shall:

1. Stop all Work under the Contract; or if partial termination, stop Work relating to the terminated portion of the Agreement;

2. Perform Work the City deems necessary to secure the Work Site for termination including measures to leave the Work Site in a safe condition;

3. Remove equipment from the site of Work, as specified by the City;

4. Take such action as is reasonably necessary to protect materials from damage;

5. Notify all Subcontractors and Suppliers that the Contract or portion thereof is being terminated and that their contracts or orders are not to be further performed unless otherwise authorized in writing by the City;

6. Provide the City with an inventory list of all materials previously produced, purchased or ordered from Suppliers for use in the Work and not yet used in the Work, including its storage location, and such other information as the City may request;

7. Dispose of materials not used in the Work as directed by the Director. It shall be the Contractor’s responsibility to provide the City (a) with good title to all materials purchased by the City hereunder, including materials for which partial payment has been made by the City and (b) with bills of sale or other documents of title for such For Council Approval
Not for Bidding

GC - 6:24
[\\rosenet.loc\rosenetdfs\Desktops\CITYATTORNEY\lippmelissa\Desktop\buildings grounds.docx; 4/21/2026] materials;

8. Subject to the prior written approval of the City, settle all outstanding liabilities and all claims arising out of Subcontractors or orders for materials terminated hereunder.

To the extent directed by the City, the Contractor shall assign to the City all rights, title and interests of the Contractor under subcontracts or orders for materials terminated hereunder. The City shall be at liberty to negotiate with and engage any Subcontractors who had contracted with the Contractor for the Work;

9. Furnish the City with the documentation required to be furnished by the Contractor under the provisions of the Contract Documents, including, on projects as to which Federal funds are involved, all documentation required under the Federal requirements included in the Agreement; and

10. Take such other actions as the City may direct.

If only a portion of the Work has been terminated, the Contractor shall perform the remainder of the Work in conformity with the Contract Documents and in such a manner as not to interfere with the City or others in their performance and completion of the portion of the Work which was terminated.

The City may recover from the Contractor the amount of any loss or damage, including consequential damages, suffered or incurred as a result of the Contractor’s default.

For Council Approval
Not for Bidding

GC - 7:1
[\\rosenet.loc\rosenetdfs\Desktops\CITYATTORNEY\lippmelissa\Desktop\buildings grounds.docx; 4/21/2026] SECTION 7

ACCEPTANCE AND PAYMENT
7-1.01 ACCEPTANCE. When the Contractor believes that the entire Work is fully and finally completed, including the satisfactory completion of inspections, tests, and documentation specified in the Contract Documents and completion of all punch list and cleanup items, the Contractor shall submit to the City a written request for final Acceptance within fifteen (15) Days thereafter, specifying that the Work is fully and finally completed and the date on which it was completed. Within thirty (30) Days after receipt of the request for final Acceptance, the City will inspect the Work and will either:

1. Reject the request for final Acceptance, specifying the defective and/or uncompleted portions of the Work; or

2. Notify the Contractor that the Work will be accepted by Resolution of the City Council of the City of Roseville, and a Notice of Completion will be caused to be recorded by the City Clerk; or

3. Notify the Contractor that the Work has been accepted by the City but no Notice of Completion will be recorded.

If the City rejects the request for final Acceptance, the Contractor shall promptly remedy the defective and/or uncompleted portions of the Work. Thereafter, the Contractor shall again submit a written request for final Acceptance of the Work, specifying a new date based on the date the defective and/or uncompleted portions of the Work were corrected. Thereafter, the foregoing procedure shall apply successively until the City has verified that the Work is fully and finally completed and accepted the Work by Resolution of the City Council or by written For Council Approval
Not for Bidding

GC - 7:2
[\\rosenet.loc\rosenetdfs\Desktops\CITYATTORNEY\lippmelissa\Desktop\buildings grounds.docx; 4/21/2026] notification from the Director. Immediately upon such Acceptance, the Contractor shall be relieved of the duty of maintaining the Work as a whole.

All warranties commence upon final Acceptance of the Work. The City’s final Acceptance of the Work shall not be construed as an acceptance by the City of any latent defects discovered with regard to the Contractor’s work. Furthermore, Contractor’s obligations under Section 5-1.22 “Responsibility for Damage and Indemnification” shall still remain applicable after the City’s grant of final Acceptance of the Work.

Prior to final Acceptance, the Contractor shall submit to the City the Record Documents and Operation and Maintenance Manuals as specified in the Contract Documents. 7-1.02 SCOPE OF PAYMENT. The Contractor shall accept the compensation provided in the Contract as full payment for furnishing all labor, materials, tools, equipment, and incidentals necessary to the completed Work and for performing all Work contemplated and embraced under the Contract; also for loss or damage arising from the nature of the Work, or from the action of the elements, or from any unforeseen difficulties which may be encountered during the prosecution of the Work until the Acceptance by the Director and for all risks of every description connected with the prosecution of the Work, also for all expenses incurred in consequence of the suspension or discontinuance of the Work as provided in the Contract; and for completing the Work according to the Contract. Neither the payment of any estimate nor of any retained percentage shall relieve the Contractor of any obligation to make good any defective Work or material.

No compensation will be made in any case for loss of anticipated profits. 7-1.03 NOTICE OF POTENTIAL CLAIM. The Contractor shall not be entitled to the payment of any additional compensation for any act or failure to act by the City, For Council Approval
Not for Bidding

GC - 7:3
[\\rosenet.loc\rosenetdfs\Desktops\CITYATTORNEY\lippmelissa\Desktop\buildings grounds.docx; 4/21/2026] including failure or refusal to issue a Change Order, or for the happening of any event, thing, occurrence or other cause unless the Contractor has given the City due written Notice of Potential Claim as hereinafter specified, provided, however, that compliance with this Section 7-

1.03 shall not be a prerequisite as to matters within the scope of the notice provisions in Section 6-1.07, “Time of Completion,” or the notice provisions in Section 6-1.08, “Liquidated Damages,” of these General Conditions, nor to any claim which is based on differences in measurement or errors of computation as to correct quantities.

The written Notice of Potential Claim shall set forth the reasons for which the Contractor believes additional compensation will or may be due, the nature of the costs involved, and, insofar as possible, the amount of the potential claim. The said Notice as above required must have been given to the Director prior to the time that the Contractor shall have performed the Work giving rise to the potential claim for additional compensation, if based on an act or failure to act by the Director, or in all other cases within seven (7) Days after the happening of the event, thing, occurrence or other cause giving rise to the potential claim.

If the Notice of Potential Claim does not include complete information about the claim or the parties do not execute a Contract Change Order in connection with the Notice of Potential Claim, Contractor shall submit complete information about its claim for additional compensation and/or extension of time for performance within fifteen (15) Days after such work is performed.

Failure to provide written notice of claim prior to undertaking such work or failure to timely submit a complete and specific information about the claim for additional compensation and/or extension of the time for performance shall be deemed a waiver and abandonment of such claim.

If there is a dispute over any claim, the Contractor shall continue to Work during the dispute resolution process in a diligent and timely manner as directed by the City, and shall be For Council Approval
Not for Bidding

GC - 7:4
[\\rosenet.loc\rosenetdfs\Desktops\CITYATTORNEY\lippmelissa\Desktop\buildings grounds.docx; 4/21/2026] governed by all applicable provision of the Agreement.

The Contractor shall maintain cost records of all Work that is the basis of any dispute.

On a daily basis, Contractor shall submit to City completed daily forms, the format of which will be acceptable to the City, with respect to the Contractor’s costs of performing the disputed work.

These daily forms shall itemize all of Contractor’s costs in performing the disputed work, including, but not limited to, all costs relating to materials, labor and equipment with respect to the disputed work. These daily forms shall provide names or identification and classification of affected workers, the hourly rate of pay and hours worked, and also the size, type, and identification number of equipment and hours operated. Said daily work forms shall be duly signed and verified by the Contractor or its authorized representative. The City’s receipt of the Contractors’ daily forms shall not constitute an approval of the Contractor’s claim. Contractor’s failure to submit the daily forms on a daily basis shall constitute a waiver of the Contractor’s right to claim any additional compensation for the disputed work.

Each Contractor claim shall include full and complete information concerning the Claim.

Contractor shall provide a clear, concise recital of the basis, upon which the claim is asserted, including a designation of the provisions of the Contract Documents upon which the claim is based. Contractor shall also include a statement as to the amount of time and/or compensation sought pursuant to the claim; if Contractor’s claim arises from an ongoing occurrence, Contractor shall so state in its claim, including a description of the specific Work activities affected by the claim. All costs, expenses or damages and extensions of time claimed shall be described in reasonable detail under the circumstances together with complete supporting documentation.

The City will review any timely Notice of Potential Claim and supporting information For Council Approval
Not for Bidding

GC - 7:5
[\\rosenet.loc\rosenetdfs\Desktops\CITYATTORNEY\lippmelissa\Desktop\buildings grounds.docx; 4/21/2026] submitted by Contractor. In conducting this review, the City shall have the right to require the Contractor to submit such additional or supporting documents, data and other information as the City may require.

If an agreement can be reached which resolves the Contractor’s claim, the parties will execute a Contract Change Order to document the resolution of the claim. If the parties cannot reach agreement with respect to the Contractor’s claim, the Contractor shall still be obligated to comply with the claim identification provisions identified in these General Conditions, including but not limited to Section 7-1.04.

It is the intention of this Section 7-1.03 that differences between the parties arising under and by virtue of the Contract be brought to the attention of the Director at the earliest possible time in order that such matters may be settled, if possible, or other appropriate action promptly taken. The Contractor hereby agrees that it shall have no right to additional compensation for any Claim that may be based on any such act, failure to act, event, thing or occurrence for which no timely written Notice of Potential Claim as herein required was filed. 7-1.04 CLAIMS. Contractor must submit all Claims, for which it has previously submitted a Notice of Potential Claim, prior to Acceptance of the Work. Each such Claim must be sent to the City by registered mail or certified mail with return receipt requested and must contain reasonable documentation to support the Claim.

Upon receipt of a Claim, the City shall conduct a reasonable review of the Claim and, within a period not to exceed forty-five (45) Days, or such further time as mutually agreed upon or necessary pursuant to Public Contract Code Section 9204, the City shall provide the Contractor a written statement identifying what portion of the Claim is disputed and what portion is undisputed. If the City does not respond to a Claim from the Contractor within the time For Council Approval
Not for Bidding

GC - 7:6
[\\rosenet.loc\rosenetdfs\Desktops\CITYATTORNEY\lippmelissa\Desktop\buildings grounds.docx; 4/21/2026] specified herein, such Claim shall be deemed rejected in its entirety.

Any payment due on an undisputed portion of the Claim shall be processed and made within sixty (60) Days after the City issues its written statement.

If the Contractor disputes the City’s written response, or if the City does not respond within the time specified herein, the Contractor may demand in writing an informal conference to meet and confer for settlement of the issues in dispute. Upon receipt of a demand in writing sent by registered mail or certified mail, return receipt requested, the City shall schedule a meet and confer conference within thirty (30) Days for settlement of the dispute.

Within ten (10) business days following the conclusion of the meet and confer conference, if the claim or any portion of the claim remains in dispute, the City shall provide the Contractor a written statement identifying the portion of the Claim that remains in dispute and the portion that is undisputed. Any payment due on an undisputed portion of the Claim shall be processed and made within sixty (60) Days after the City issues its written statement. Any disputed portion of the Claim, as identified by the Contractor in writing, shall be submitted to nonbinding mediation, with the City and the Contractor sharing the associated costs equally. The City and the Contractor shall mutually agree to a mediator within ten (10) business days after the disputed portion of the Claim has been identified in writing. If the parties cannot agree upon a mediator, each party shall select a mediator and those mediators shall select a qualified neutral third party to mediate with regard to the disputed portion of the Claim. Each party shall bear the fees and costs charged by its respective mediator in connection with the selection of the neutral mediator. If mediation is unsuccessful, the parts of the Claim remaining in dispute shall be resolved in accordance with Section 7-1.05 below.
7-1.05 DISPUTE RESOLUTION PROCEDURE. All Claims not resolved For Council Approval
Not for Bidding

GC - 7:7
[\\rosenet.loc\rosenetdfs\Desktops\CITYATTORNEY\lippmelissa\Desktop\buildings grounds.docx; 4/21/2026] pursuant to Section 7-1.04, shall be resolved pursuant to Public Contract Code Section 10240, et seq.
7-1.06 STOP PAYMENT NOTICES. The City, by and through the Department or other appropriate office or officers, may at its option and at any time retain out of any amounts due the Contractor, sums sufficient to cover claims, filed pursuant to Civil Code Section 9350, et seq., including an amount to provide for the reasonable cost of any litigation thereunder. 7-1.07 PROGRESS PAYMENTS. Within fifteen (15) Days after the effective date in the Notice to Proceed, but in any event prior to Contractor’s first Application for Payment, the Contractor shall submit to the City a detailed Schedule of Values.

Upon its approval, the Schedule of Values will form a basis for determining the compensation payable to the Contractor based on its actual progress of Work with respect to each Lump Sum bid item. The City, prior to any progress payment being made, must approve the Schedule of Values.

At the Director’s discretion the approved Schedule of Values may be used as the basis for calculating the adjustment in compensation for a lump sum bid item due to changes ordered by the Director. When an ordered change increases or decreases the quantities shown in an approved Schedule of Values, at the Director’s discretion, the adjustment in compensation may be determined in the same manner specified for increases and decreases in the quantity of a bid item of work in accordance with Section 3-1.05(B), “Contract Price Adjustment,” of these General Conditions.

The Contractor once in each month shall submit an Application for Payment, for approval by the Director. Contractor’s Applications shall be based on the Schedule of Values submitted to the City. These applications shall be supported by: (1) documentation requested by the City to For Council Approval
Not for Bidding

GC - 7:8
[\\rosenet.loc\rosenetdfs\Desktops\CITYATTORNEY\lippmelissa\Desktop\buildings grounds.docx; 4/21/2026] substantiate the payment request; (2) statutory releases from Contractor and all Subcontractors and suppliers pursuant to Civil Code Sections 8132 and 8138; and (3) certified payroll records for the period for which payment is requested. Specifically, the Contractor will submit conditional waivers upon progress payment executed by all contractors and suppliers that will be receiving sums sought in the instant payment request and also submit unconditional waivers upon progress payment executed by all contractors and suppliers that have been paid to the date of the payment request. The Contractor shall certify that the Work for which payment is requested has been accomplished. When requested by the City, the Contractor shall submit receipts, invoices and other documentation that the City requires to be furnished for purpose of evaluating the application.

The City will pay the Contractor within thirty (30) Days after its receipt of an undisputed and properly submitted Application for Payment, after deducting all previous payments, retention, and other sums as described in the Contract Documents. Within seven (7) Days of its receipt of the Contractor’s Application for Payment, the City will determine whether it complies with the provisions of the Contract Documents. As appropriate, the City will return the application to the Contractor accompanied by a document prepared by the City setting forth the reasons for the rejection. Thereafter, the Contractor shall correct and resubmit the Application for Payment. Progress payments may be withheld for Work that is not performed in accordance with the Contract Documents.

The City may deduct the following from each progress payment:

1. An amount equal to one hundred and twenty-five percent (125%) of the amount claimed under any stop payment notice or other lien filed against the Contractor, which includes an amount to provide for the reasonable cost of any litigation For Council Approval
Not for Bidding

GC - 7:9
[\\rosenet.loc\rosenetdfs\Desktops\CITYATTORNEY\lippmelissa\Desktop\buildings grounds.docx; 4/21/2026] thereunder.

2. Any Liquidated Damages or Assessments that have accrued as of the date of the Application for Payment.

3. Any sums expended by the City in performing any of the Contractor’s obligations under the Agreement that the Contractor has failed to perform.

4. Any other sums that the City is entitled to recover from the Contractor under the terms of the Contract including damages to the City’s property.

5. The failure of the City to deduct any of the above identified sums from a progress payment shall not constitute a waiver of the City’s right to such sums.

No such estimate or payment shall be construed to be an acceptance of any defective Work or improper materials.

Under no circumstances will the City make payment to unlicensed Contractors. As a condition of payment, the Contractor is required to maintain the applicable Contractor’s license as identified in the Notice to Contractors for the duration of the Work. 7-1.08 PAYMENT FOR MATERIALS AND EQUIPMENT ON HAND.

Partial payments may be made to the extent of seventy-five percent (75%) of the cost of materials and equipment plus delivery to be incorporated in the Work, provided that such materials and equipment meet the requirements of the Contract Documents and are delivered to acceptable sites on the plant site or at other sites in the vicinity that are acceptable to the City and only with the prior written approval by the City. Such delivered costs of stored or stockpiled materials and equipment may be included in the next progress payment after the following conditions are met:

A. Equipment and materials will only be eligible if given conditional or final For Council Approval
Not for Bidding

GC - 7:10
[\\rosenet.loc\rosenetdfs\Desktops\CITYATTORNEY\lippmelissa\Desktop\buildings grounds.docx; 4/21/2026] Acceptance by the Director and are in apparent compliance with favorably reviewed Submittals.

B. Only equipment or materials which have received favorable review of Shop Drawings will qualify.

C. The material or equipment has been stored or stockpiled adequately protected against damage in a manner acceptable to the Director at an approved site.

D. The Contractor has furnished the Director with acceptable evidence of the quantity and the quality of such stored or stockpiled materials or equipment with identification of where they will be incorporated into the project with Specification reference.

E. The Contractor has furnished the Director with satisfactory evidence that the material or equipment and transportation costs have been paid.

F. The Contractor has furnished the City legal title (free of liens or encumbrances of any kind) and lien releases to the material or equipment so stored or stockpiled.

G. The Contractor has furnished the City evidence that the material or equipment so stored or stockpiled is insured against loss by damage to or disappearance of such materials at any time prior to use in the Work.

It is understood and agreed that the transfer of title and the City payment for such stored or stockpiled materials or equipment shall in no way relieve the Contractor of its responsibility for furnishing and placing such materials or equipment in accordance with the requirements of the Contract Documents.

In no case will the amount of progress payments for materials or equipment on hand exceed the Contract Price for such materials or equipment or the Contract Price for the Contract item in which the material is intended to be used.

No partial payment will be made for stored or stockpiled living or perishable plant For Council Approval
Not for Bidding

GC - 7:11
[\\rosenet.loc\rosenetdfs\Desktops\CITYATTORNEY\lippmelissa\Desktop\buildings grounds.docx; 4/21/2026] materials.

The Contractor shall bear all costs associated with the progress payment of stored or stockpiled materials or equipment in accordance with the provisions of this Section. 7-1.09 RETENTION ON PROGRESS PAYMENTS. From each progress payment estimate, five percent (5%) will be deducted and held in retention by the City. The remainder, less any deductions described in Section 7-1.07, “Progress Payments,” of these General Conditions, will be paid to the Contractor as progress payments.

Pursuant to Public Contract Code Section 22300, the successful Bidder may submit Securities in lieu of retention payments by the City. Upon the Contractor’s request, the City will make payment of funds withheld from progress payments, pursuant to the requirements of California Public Contract Code Section 22300, if the Contractor deposits in escrow with the City or with a bank acceptable to the City, securities eligible for investment under California Government Code Section 16430, bank or savings and loan certificates of deposit, interest bearing demand deposit accounts, standby letters of credit, or any other security mutually agreed to by the Contractor and the City, upon the following conditions:

1. The Contractor shall bear the expenses of the City and the escrow agent in connection with the escrow deposit made.

2. Securities or certificates of deposit to be placed in escrow shall be of a value at least equivalent to the amounts of retention to be paid to the Contractor pursuant to this section.

3. Contractor shall enter into an escrow agreement satisfactory to the City, which agreement shall be substantially similar to the form provided in California Public Contract Code section 22300.

For Council Approval
Not for Bidding

GC - 7:12
[\\rosenet.loc\rosenetdfs\Desktops\CITYATTORNEY\lippmelissa\Desktop\buildings grounds.docx; 4/21/2026]

4. The Contractor shall obtain the written consent of the surety to such agreement.
7-1.10 FINAL PAYMENT. Final payment will be made only after Contractor has achieved Final Completion of the Work pursuant to the provisions of Section 7-1.01, “Acceptance,” of these General Conditions. Before final payment can be made, the Contractor shall have furnished the City with the following:

1. All Record Documents, catalogues, instruction sheets and information as required by the Contract Documents.

2. Conditional Waivers and Releases Upon Final Payment executed by Contractor and all Subcontractors and Suppliers, as provided by Civil Code Section 8136. Unconditional Waivers and Releases Upon Final Payment, as provided in Civil Code Section 8138, executed by Contractor and all Subcontractors and Suppliers, must be provided for all Subcontractors and Suppliers that have been paid in full.

Within thirty (30) Days of the date of the City’s Acceptance of the Work, the Contractor shall prepare and submit a Final Invoice, showing the proposed total amount due the Contractor, segregated by Bid item quantities, Change Order Work, and other basis for payments; deductions made or to be made for prior payment; and amounts previously retained. Prior invoices and payments shall be subject to correction in the proposed Invoice for Final Payment. Payments to the Contractor will be made only for actual quantities of the Contract items of work constructed in accordance with the Contract Documents.

The City will review the Contractor’s proposed Final Invoice and necessary changes or corrections will be forwarded to the Contractor. Within ten (10) Days thereafter, the Contractor For Council Approval
Not for Bidding

GC - 7:13
[\\rosenet.loc\rosenetdfs\Desktops\CITYATTORNEY\lippmelissa\Desktop\buildings grounds.docx; 4/21/2026] shall submit a revised proposed Final Invoice incorporating changes or corrections made by the City together with any new claims resulting therefrom. Upon approval by the City, the corrected proposed Final Invoice will become the approval Final Invoice.

If agreements are reached on all questions regarding the Final Invoice, the City will pay the entire sum found due on the approved application. However, the City will withhold sums sufficient to pay all unsettled claims for which stop payment notices have been filed pursuant to Section 9350, et seq. of the California Civil Code, together with the reasonable cost of any litigation thereunder.

Final payment will be made within thirty (30) Days after receipt of an approved Final Invoice and other required Submittals referenced above or within sixty (60) Days after Acceptance of the work by the City, whichever is later, provided, however, that if an approved Final Invoice has not been submitted within sixty (60) Days after Acceptance of the Work by the City, the City may elect to make payment of sums not in dispute without prejudice to the right of either the City or the Contractor in connection with such disputed sums. Notwithstanding the foregoing, if a Notice of Completion is recorded, final payment shall not be made prior to the expiration of the thirty-five (35) calendar day lien period. The start of this lien period is the date the Placer County Recorder’s Office records the Notice of Completion.

The City may withhold from the Final Payment an amount not to exceed one hundred fifty percent (150%) of any amount in dispute between the City and the Contractor.

The making of Final Payment shall not operate to release the Contractor or its sureties from obligations arising under the Contract, the Contract bonds and warranties as herein provided. Specifically, the making of final payment shall not constitute a waiver and release of claims by the City arising from:

For Council Approval
Not for Bidding

GC - 7:14
[\\rosenet.loc\rosenetdfs\Desktops\CITYATTORNEY\lippmelissa\Desktop\buildings grounds.docx; 4/21/2026]

1. Unsettled or future liens;

2. Failure of the Work to comply with the requirements of the Contract Documents;

3. The terms of any warranties required by or contained in the Contract Documents;

4. The right to any insurance proceeds or the right to make any insurance or bond claims;

5. Any claims with respect to Contractor’s obligations of indemnity with respect to claims asserted by third parties; or

6. Any latent deficiencies with the Work or Contractor’s fraud. 7-1.11 CLERICAL ERRORS. Notwithstanding the provisions of Section 7-

1.10, “Final Payment,” of these General Conditions, for a period of three (3) years after Acceptance of the Work, all estimates and payments made pursuant to said Section 7-1.10, are subject to correction for clerical errors in the calculations involved in the determination of quantities and payments. The Contractor and the City agree to pay to the other any sum due under the provisions of this Section 7-1.11, provided, however, if the total sum to be paid is less than $100, no such payment shall be made.
7-1.12 WARRANTY. Notwithstanding inspections and Acceptance by the City of Work furnished under the Contract Documents, the Contractor hereby unconditionally guarantees that all materials and equipment furnished will be of good quality and new, that the Work will be free from defects in workmanship and materials and that the Work will conform to the requirements of the Contract Documents. Work not conforming to these requirements, including substitutions not properly approved and authorized, may be considered defective.

For Council Approval
Not for Bidding

GC - 7:15
[\\rosenet.loc\rosenetdfs\Desktops\CITYATTORNEY\lippmelissa\Desktop\buildings grounds.docx; 4/21/2026] This warranty by the Contractor is in addition to any warranties or guarantees required elsewhere in the Contract Documents. This warranty shall be in effect notwithstanding any disclaimers, or limiting or conditional terms contained in such separate warranties furnished by manufacturers or suppliers.

The Contractor hereby agrees to repair or replace any and all Work, together with any other adjacent Work which may be displaced in so doing, that may prove to be not in accordance with the requirements of the Contract or that may be defective in its workmanship or material during the greater of a period of one (1) year after Acceptance of the Work by the City or the period specified in the Special Conditions, without any expense whatsoever to the City, ordinary wear and tear and unusual abuse or neglect excepted.

The Contractor further agrees, that within ten (10) Days after being notified in writing by the Department of any Work not in accordance with the requirements of the Contract Documents or of any defects in the Work, the Contractor will commence and prosecute with due diligence all Work necessary to fulfill the terms of this warranty, and to complete such Work within a reasonable period of time. In the event Contractor fails to comply, it does hereby authorize the Department to proceed to have such Work done at the Contractor's expense and the Contractor will honor and pay the cost and charges therefore upon demand. The Department shall be entitled to all costs and expenses, including reasonable attorneys’ fees, necessarily incurred upon the Contractor's refusal to honor and pay the above costs and charges.

All warranties set forth in the Contract Documents shall be deemed cumulative and not alternative or exclusive. Nothing contained in this section shall be construed to establish a period of limitation with respect to any other obligation, which Contractor has under the Contract Documents or under any separate warranty or guaranty required thereby. The establishment of a For Council Approval
Not for Bidding

GC - 7:16
[\\rosenet.loc\rosenetdfs\Desktops\CITYATTORNEY\lippmelissa\Desktop\buildings grounds.docx; 4/21/2026] specific warranty period relates only to the specific obligation of Contractor to correct defective Work, and it has no relationship to the time within which its obligation to comply with the Contract Documents or applicable provision of law may be sought to be enforced, nor to the time within which proceedings may be commenced to establish Contractor’s liability with respect to its obligations other than specifically to correct the Work. Without limiting the foregoing, it is understood and agreed that Contractor shall remain responsible for latent defects with its work, regardless of the expiration of any warranty period set forth in the Contract Documents. 7-1.13 WARRANTY OF TITLE. No material, supplies, or equipment for the Work under this Contract shall be purchased subject to any chattel mortgage, security agreement, or under a conditional sale or other agreement by which an interest therein or any part thereof is retained by the seller or supplier. The Contractor warrants good title to all material, supplies, and equipment Installed or incorporated in the Work and agrees upon completion of all Work to deliver the Premises, together with all improvements and appurtenances constructed or placed thereon by it, to the City free from any claim, liens, security interest, or charges, and further agrees that neither the Contractor nor any person, firm, or corporation furnishing any materials or labor for any Work covered by this Contract shall have any right to a lien upon the Premises or any improvement or appurtenances thereon. Provided, that this shall not preclude the Contractor from Installing metering devices and other equipment of utility companies, the title of which is commonly retained by the utility company. In the event of the Installation of any such metering device or equipment, the Contractor shall advise the City as to the legal owner thereof. Nothing contained in this paragraph, however, shall defeat or impair the right of such persons furnishing materials or labor under any bond given by the Contractor for their protection or any rights under any law permitting such persons to look to funds due the Contractor in the hands of the City.

For Council Approval
Not for Bidding

GC - 7:17
[\\rosenet.loc\rosenetdfs\Desktops\CITYATTORNEY\lippmelissa\Desktop\buildings grounds.docx; 4/21/2026] The provisions of this paragraph shall be inserted in all subcontracts and material Contracts, and notice of its provisions shall be given to all persons furnishing materials for the Work when no formal Contract is entered into for such materials.
[END OF GENERAL CONDITIONS]
For Council Approval
Not for Bidding

[\\rosenet.loc\rosenetdfs\Desktops\CITYATTORNEY\lippmelissa\Desktop\buildings grounds.docx; 4/21/2026]

SUPPLEMENTAL CONDITIONS
Project: ____________________________
For Council Approval
Not for Bidding

SC - 1
[\\rosenet.loc\rosenetdfs\Desktops\CITYATTORNEY\lippmelissa\Desktop\buildings grounds.docx; 4/21/2026] Scope of Supplemental Conditions

1. The Work shall be performed in accordance with the General Conditions and Department Standards, except as the General Conditions may be modified by the following additional City Standards, incorporated herein by this reference, if so indicated.

COMMUNITY DESIGN GUIDELINES
311 Vernon Street, Roseville, CA 95678

SPECIFICATIONS FOR COMMERCIAL

CONSTRUCTION (ELECTRIC)
2090 Hilltop Circle, Roseville, CA 95747

PARKS CONSTRUCTION STANDARDS
316 Vernon Street, Suite 400, Roseville, CA 95678

DESIGN AND CONSTRUCTION STANDARDS
311 Vernon Street, Roseville, CA 95678
OTHER
Above documents are available at: www.roseville.ca.us.

2. Numbering in these Supplemental Conditions conforms to that in the General Conditions. The existence of a section in these Supplemental Conditions means that the corresponding section in the General Conditions is modified in some respect. Unless otherwise specified, the modified General Condition is deleted entirely and the provisions of these Supplemental Conditions are substituted.

For Council Approval
Not for Bidding

SC - 2
[\\rosenet.loc\rosenetdfs\Desktops\CITYATTORNEY\lippmelissa\Desktop\buildings grounds.docx; 4/21/2026] SECTION 1. DEFINITIONS AND TERMS
1-1.24 DEPARTMENT. Section 1-1.24 of the General Conditions is amended to include the following:

The Department for Contract Administration is the ________________________ Department of the City of Roseville.

For Council Approval
Not for Bidding

SC - 3
[\\rosenet.loc\rosenetdfs\Desktops\CITYATTORNEY\lippmelissa\Desktop\buildings grounds.docx; 4/21/2026] SECTION 2. CONTROL AND SCOPE OF THE WORK
2-1.08 SUBMITTALS. Section 2-1.08 of the General Conditions is amended to include the following:

The time allowed for review of each submittal is ____ Days after receipt of the submittal by the Director.

For Council Approval
Not for Bidding

SC - 4
[\\rosenet.loc\rosenetdfs\Desktops\CITYATTORNEY\lippmelissa\Desktop\buildings grounds.docx; 4/21/2026] SECTION 3. CHANGES IN THE WORK
There are no amendments to the General Conditions.

For Council Approval
Not for Bidding

SC - 5
[\\rosenet.loc\rosenetdfs\Desktops\CITYATTORNEY\lippmelissa\Desktop\buildings grounds.docx; 4/21/2026] SECTION 4. CONTROL OF MATERIALS
There are no amendments to the General Conditions.

For Council Approval
Not for Bidding

SC - 6
[\\rosenet.loc\rosenetdfs\Desktops\CITYATTORNEY\lippmelissa\Desktop\buildings grounds.docx; 4/21/2026] SECTION 5. LEGAL RELATIONS AND RESPONSIBILITY
5-1.14 AIR POLLUTION CONTROL AND ASBESTOS. Section 5-1.14 of the General Conditions is amended to include the following:

To the best of the City's knowledge, asbestos _________ present in the vicinity of the Project. Additional information shall be made available to Contractor upon request.

For Council Approval
Not for Bidding

SC - 7
[\\rosenet.loc\rosenetdfs\Desktops\CITYATTORNEY\lippmelissa\Desktop\buildings grounds.docx; 4/21/2026] SECTION 6. PROSECUTION AND PROGRESS
6-1.04 PROGRESS SCHEDULE. Section 6-1.04F of the General Conditions is amended to include the following:

Progress schedules showing project completion dates more than ________ Days earlier than specified in Section 6-1.07 shall be rejected. 6-1.07 TIME OF COMPLETION. Section 6-1.07 of the General Conditions is amended to include the following:

The Contractor shall begin Work within _____ business days after receiving a Notice to Proceed and shall diligently prosecute the Work to completion. The Work shall be completed within ____ business days of the Notice to Proceed.

If landscaping plants require an establishment period, that period will be ____ calendar days. Start of the establishment should be as outlined in the Specifications. 6-1.08 LIQUIDATED DAMAGES. Section 6-1.08 of the General Conditions is amended to include the following:

The amount of Liquidated Damages is the sum of $_________ per Day.

For Council Approval
Not for Bidding

SC - 8
[\\rosenet.loc\rosenetdfs\Desktops\CITYATTORNEY\lippmelissa\Desktop\buildings grounds.docx; 4/21/2026] SECTION 7: ACCEPTANCE AND PAYMENT
There are no amendments to the General Conditions.
[END OF SUPPLEMENTAL CONDITIONS]
For Council Approval
Not for Bidding

SPEC
[\\rosenet.loc\rosenetdfs\Desktops\CITYATTORNEY\lippmelissa\Desktop\buildings grounds.docx; 4/21/2026]

SPECIFICATIONS
Project: __________________________
For Council Approval
Not for Bidding

ROSEVILLE AQUATICS COMPLEX RENOVATION
May 5, 2026
Table of Contents

TABLE OF CONTENTS

TABLE OF CONTENTS
SECTION 00 31 46 PERMITS
SECTION 01 10 00 SUMMARY OF WORK
SECTION 01 23 00 BID ALTERNATES
SECTION 01 57 23 STORM WATER POLLUTION CONTROL
SECTION 02 41 19 SELECTIVE DEMOLITION
SECTION 03 30 00 CAST-IN-PLACE CONCRETE
SECTION 04 22 23 UNIT MASONRY
SECTION 05 50 00 METAL FABRICATIONS
SECTION 06 10 00 ROUGH CARPENTRY
SECTION 06 41 00 ARCHITECTURAL WOOD CASEWORK
SECTION 06 61 19 QUARTZ SHOWER PANELS
SECTION 07 14 00 WATERPROOFING
SECTION 07 62 00 SHEET METAL FLASHINGS AND TRIM
SECTION 07 92 00 JOINT SEALANTS
SECTION 08 31 13 CEILING ACCESS HATCH
SECTION 09 28 00 CEMENT BOARD
SECTION 09 29 00 GYPSUM BOARD
SECTION 09 30 00 TILING
SECTION 09 67 23 EPOXY FLOOR TOPPING
SECTION 09 77 20 FIBERGLASS REINFORCED PANELS
SECTION 09 91 00 PAINTING
SECTION 10 14 00 SIGNAGE
SECTION 10 21 00 HDPE TOILET COMPARTMENTS
SECTION 10 28 00 TOILET ACCESSORIES
SECTION 13 11 00 SWIMMING POOL GENERAL REQUIREMENTS
SECTION 13 11 02 SWIMMING POOL CONCRETE
SECTION 13 11 04 SWIMMING POOL CERAMIC TILE
SECTION 13 11 05 SWIMMING POOL PLASTER
SECTION 13 11 06 SWIMMING POOL EQUIPMENT
SECTION 13 11 07 SWIMMING POOL MECHANICAL
SECTION 13 11 08 SWIMMING POOL ELECTRICAL
SECTION 23 05 29 HANGERS AND SUPPORTS FOR HVAC PIPING AND EQUIPMENT SECTION 23 05 48 VIBRATION SEISMIC CONTROLS FOR HVAC
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ROSEVILLE AQUATICS COMPLEX RENOVATION
May 5, 2026
Section 00 31 46: Permits

SECTION 23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC SECTION 23 07 13 DUCT INSULATION
SECTION 23 31 13 METAL DUCTS
SECTION 23 33 00 AIR DUCT ACCESSORIES
SECTION 23 34 23 HVAC POWER VENTILATORS
SECTION 23 37 13 REGISTERS AND GRILLES
SECTION 23 81 29 VARIABLE-REFRIGERANT-FLOW HVAC SYSTEMS SECTION 24 93 97 EXTERIOR ATHLETIC LIGHTING
SECTION 26 00 10 SUPPLEMENTAL REQUIREMENTS FOR ELECTRICAL SECTION 26 41 16 PANELBOARDS

APPENDICES
A: Asbestos Report 2 pages
B: Lead Report 6 pages
C: Geotechnical Report 21 pages
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ROSEVILLE AQUATICS COMPLEX RENOVATION
May 5, 2026
Section 00 31 46: Permits

SECTION 00 31 46

PERMITS
PART 1 - GENERAL

1.01 General Requirements
A. The requirements set forth in the General Conditions shall be in addition to the standards provided herein.

B. The requirements set forth in the Supplemental Conditions shall be in addition to the standards provided herein.

C. The intent of this Section is to furnish bidders with the known list of required permits for the Work under the Contract Documents. Bidders should note the list is not necessarily complete and additional requirements may exist or arise.

1.02 Permits
A. The Contractor shall obtain copies of the following permits from the Project Manager. Copies of these shall be obtained prior to start of work and shall be kept on the jobsite.

1. State Water Resources Control Board General Permit for Discharges of Storm Water Associated with Construction Activity.

2. City of Roseville Department of Development Services, Building Permit.

B. Contractor shall comply with the conditions of these permits, and will be solely responsible for all costs associated with meeting permit conditions unless specifically specified otherwise in these Contract Documents.

PART 2 - PRODUCTS
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PART 3 - EXECUTION
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END OF SECTION
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ROSEVILLE AQUATICS COMPLEX RENOVATION
May 5, 2026
Section 01 10 00: Summary of Work

SECTION 01 10 00

SUMMARY OF WORK
PART 1 - GENERAL

1.01 General
A. The requirements set forth in the General Conditions shall be in addition to the standards provided herein.

B. The requirements set forth in the Special Conditions shall be in addition to the standards provided herein.

1.02 Project Description
A. Project Name and address:

Roseville Aquatics Complex Renovation
3051 Woodcreek Oaks Blvd
B. Project description/scope of work:

The scope of this project includes alterations to an existing locker room and to an existing 50 meter pool. Locker rooms alterations include restructured shower stalls, new plumbing fixtures, new finishes, and accessibility upgrades.

Pool restoration includes re-plaster finish and replacement of pool lights.

Refer to Section 01 23 00 for Bid Alternates.

C. The Contractor, prior to submission of his bid, shall visit the site and become familiar with the physical site conditions, the plans and specifications. All existing site conditions, apparent in a detailed, on-site inspection, shall be a part of the project. Submission of a bid shall represent the Contractor’s acknowledgment of the existing site conditions and its effect on the implementation of the contract documents.

1.03 Permits, Fees and Notices
A. The Contractor and/or his assigned Subcontractors shall obtain any and all required permits (beyond those provided by the City’s Project Manager) from all governing authorities, including other City Departments, prior to start of construction.

1.04 Construction Plans
A. Any discrepancies or omissions found in the Contract Documents shall be reported to the City’s project manager immediately. The City’s project manager will clarify discrepancies or omissions, in writing, within a reasonable time.

B. In resolving inconsistencies among two or more sections of the Contract Documents, precedence shall be given in the following order:

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Section 01 10 00: Summary of Work

1. Notice to Contractors

2. Special Provisions

3. City of Roseville Parks Construction Standards

4. City of Roseville Design and Construction Standards

5. Drawings
Addenda shall take precedence over all sections referenced therein. Figure dimensions on Drawings shall take precedence over scale dimensions.

Detailed Drawings shall take precedence over general Drawings.

1.05 Definitions
A. The term “accepted” where used within, shall mean accepted in writing by the City of Roseville’s Project Manager.

B. The term “Inspector”, where noted, shall mean the project representative, appointed by the City of Roseville, who will oversee the project on a day-today basis.

C. The term “Project Manager”, where noted, shall mean the project representative appointed by the Parks Department.

D. The term “Consultant”, where noted, shall mean the prime Consultant listed on the cover sheet of these Specifications.

E. The term “accepted equal”, where used herein, shall mean the equal in the opinion of the Project Manager, in consultation with the Consultant, when necessary, and as accepted in writing by the Project Manager.

F. The term “Project Owner”, where used herein, shall mean the landowner or developer.

G. The term “provide”, where used herein, shall mean furnish and install complete.

H. The term “as selected”, where used herein, shall mean as selected by the Consultant and as accepted by the Project Manager.

I. The term “substantially complete”, where used herein, shall mean the state of which the project can be used in the manner of which it is intended with the exception of minor items as determined by the Project Manager.

J. See Section 1 of the General Conditions for additional definitions and terms.

1.06 Standards
A. Numerous standards are referenced in these contract documents. The referenced standards shall be the current edition as of the date of these contract documents. Also, see Section 4 - 1.02 of the General Conditions.

B. The codes adopted by the City, County, State and federal agencies shall govern minimum requirements for this project. Where codes conflict with these Specifications, the more stringent shall apply, and such conflicts shall be brought to the attention of the Project Manager. Caltrans Standards shall be For Council Approval
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Section 01 10 00: Summary of Work

applied where specifically referenced. In the absence of specific reference requirements in the contract documents, the applicable codes shall govern.

C. In addition to the standards noted in individual sections of these Specifications, standards of the following organizations shall be noted by initials only.

1. ANSI: American National Standards Institute.

2. ASTM: American Society for Testing and Materials.

1.07 Submittals
A. All submittals shall be submitted at one time within ten (10) working days from issuance of Notice to Proceed. The review time for submittals shall be as noted in Section 2 - 1.04 of the Special Conditions. Items returned for re- submittal shall be returned to the City within two weeks
B. The Contractor shall include a cover sheet indicating the following (A sample is provided in Section 5: Forms):

1. Drawing sheet or specification section reference (by section, paragraph and sub-paragraph numbers);

2. Item description;

3. Indication whether this item is “as specified” or “proposed substitution” and

4. A space for itemized response summary, e.g. “reviewed” or “resubmit”.

C. Contractor shall provide submittals electronically in PDF file format and physical product samples as required in specifications. It shall be the Contractor’s responsibility to ensure the summary sheet is included in the submittal package. Incomplete submittal packages (i.e., the lack of a summary sheet or lack an appropriate product sample) will not be reviewed.

D. Proposed substitution requests must include a comparison between the originally specified item and the proposed substitute. The burden of proof of compliance for proposed substitutions with project requirements rests with the Contractor. Coordination of the installation of accepted substitutions, including incidental changes/modifications to accommodate proposed products shall be at no additional cost to the Owner.

E. Where required in specified Section of these Specifications, submittals shall include proof of order of site furnishings, play equipment or other materials within two weeks (ten working days) of receipt of the returned, approved submittal. Submittals of orders shall be made at one time. Exceptions will be considered, with justification.

1.08 Tests
A. In addition to Section 4 - 1.03 of the General Conditions, testing and inspections may be performed by a private testing laboratory. The testing laboratory, provided by the City, shall be under the direction of a California registered civil For Council Approval
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ROSEVILLE AQUATICS COMPLEX RENOVATION
May 5, 2026
Section 01 10 00: Summary of Work

engineer. All work shall conform to requirements set forth by ASTM B329, and shall be acceptable to the City.

B. Copies of the laboratory reports/results of each test or inspection shall be provided to the Project Manager, Inspector and Contractor.

1.09 Temporary Facilities
A. Sanitary provisions shall be the responsibility of the Contractor. Existing restroom facilities shall be not utilized by the Contractor, his Sub-contractors, or employees thereof, unless specifically accepted by the Project Manager.

Provide chemical toilets or water closets and urinals connected to the sewer in a location accepted by the Project Manager.

B. Barricades shall be the responsibility of the Contractor and shall be erected as necessary to protect the property, the construction and the public from hazards due to construction.

C. Signs, other than those identified in these Specifications, shall be prohibited.

Notices, required by law, shall be posted and maintained.

1.10 Utilities
A. All utility fees, including, but not limited to, connection fees, installation fees, meters, monthly service fees and cost of utilities used during the course of construction and establishment are considered a direct cost and are the responsibility of the Contractor until project acceptance by City Council.

1.11 Dust/Noise Control Requirements
A. Dust and other air pollution nuisances on or adjacent to the site shall be abated, per Section 2 - 1.15 of the General Conditions. Dirt shall not be allowed to accumulate on streets or sidewalks nor be washed into sewer.

B. Noise from construction operations shall be kept to a minimum. Allowable hours of operations shall be from 7 a.m. to 7 p.m. Monday through Friday. Work on weekends and holidays must be approved by the project manager. Work on weekends and holidays shall not begin before 8 a.m. and must be completed by 8 p.m.

1.12 Tree Replacement Schedule
A. Trees damaged or removed without prior approval shall be replaced at an inch per inch basis on-site, except otherwise accepted. New stock shall follow the table provided:

Plant Size Inch Value
3 Five Gallon Stock One Inch
1 Fifteen Gallon Stock One Inch
1 24” Box Stock Two Inches
1 36” Box Stock Three Inches
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ROSEVILLE AQUATICS COMPLEX RENOVATION
May 5, 2026
Section 01 10 00: Summary of Work

1.13 Inspection of Construction
A. In addition to the routine inspections performed by the Parks Inspector, portions of work may be inspected by the other city departments. Notify the Parks Inspector and Project Manager a minimum of 48 hours prior to date of inspection.

B. The Parks Inspector shall be the main line of communication between the site superintendent, the project manager and other City department inspectors.

Changes in scope of work or standards shall be approved by the project manager.

C. Refer to the parks inspection record. This shall be issued at the PreConstruction meeting and shall be utilized by the Contractor throughout the course of construction. A completed “hard card” shall be submitted to the Project Manager along with required turn in items (See 1.19 this Section) upon final acceptance of the project. The Notice of Completion shall not be filed until all record documents have been received and accepted.

1.14 Adverse Impacts to Site Conditions Due to Construction A. Impacts that affect the site conditions to the detriment of the park or streetscape impacts that affect the site conditions to the detriment of the park or streetscape construction or long term viability of the site shall be mitigated by the contractor prior to acceptance of the project. Such impacts shall include, but are not limited to:

1. Soil compaction in non-structural areas;

2. Diesel or gas fuel leaks/spillage;

3. Buried concrete or other construction debris;

4. Hazardous material contamination;

5. Lime treatment in planting areas;

6. and more.

1.15 Pre-final (Punch List) Review
A. Notify, in writing, to the Parks Construction Inspector, that the work is substantially complete. Substantially complete is defined as “the state of work where it may be used in a suitable and intended manner with exception of minor corrections”. Partial acceptances will not be granted. Items to be reviewed as a part of substantial completion include:

1. All construction items

2. Installation of all site furnishings, including lights and signs

3. All planting, including mulch installation and weed control of planted areas.

B. Within five workings days of receipt of notification, the Parks Construction Inspector will confirm substantial completion. The Parks Construction Inspector will schedule the punch list walk (pre
For
-final review) within five working
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Section 01 10 00: Summary of Work

days after the project has been determined as substantially complete. A formal punch list will be developed at the punch list walk. The Parks Construction Inspector will provide a copy of the formal punch list to the Contractor within five working days of punch list walk. Performance of the punch list walk does not automatically trigger the start of establishment.

1. If at any point during this review it becomes apparent the Contractor has not properly prepared for the site review, the inspection shall immediately be terminated and re-scheduled at such a time as the site has been readied for a review. Any costs for the re-scheduling of the review shall be the responsibility of the Contractor. Lack of site preparation could delay start of the establishment period.

C. Concurrent to the pre-final review, the City will make a formal request for all required turn-in items to be submitted to the City. All turn-in items shall be submitted in their entirety to the City’s Park Construction Inspector. Partial turnin packages will be rejected.

D. Once all turn-in items have been confirmed to be complete and accurate, the establishment period may be considered to begin. The City shall have sole discretion in determining the appropriateness of the commencement of the establishment period and shall notify the developer/contractor in writing of the start and end dates. Portions of the project will not be accepted for establishment prior to the substantial completion of the entire project.

1.16 Final Review
A. All punch list items must be satisfactorily addressed prior to the final review.

B. The project shall be prepared and cleaned per Section 2 - 1.12 of the General Conditions; the turf shall be mowed; and the irrigation heads shall be adjusted appropriately one day prior to the scheduled final review.

C. Acceptance of the project shall be considered “field accepted” and a recommendation will be forwarded to the City Council for “final acceptance” per Section 7 - 1.01 of the General Conditions.

D. An unaccepted project shall extend the establishment period until such time as the unaccepted portions of the project have been reviewed and field accepted by the Inspector and Project Manager.

E. Turn over for City maintenance shall occur only after:

1. A Notice of Completion (NOC) has been approved by the City Council.

F. Contractor shall provide a written guarantee covering all improvements associated with this project. See 1.19 – Warranties and Guarantees.

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Section 01 10 00: Summary of Work

1.17 Record Documents
A. Record documents or as-built plans shall be maintained on-site and updated routinely as specified in Section 2 - 1.13 of the General Conditions. Record documents shall include all items under the contracted scope of work.

B. Record documents shall be submitted:

1. Electronically submit PDF scanned images (in color) of the verified/initialed as-built drawings.

2. For City of Roseville CIP projects, SWPPP binder.

1.18 Warranties and Guarantees
A. Warranties are required under various Sections of these Specifications. Prior to final acceptance, the Contractor shall combine all warranties into a single electronically submitted PDF, . All warranties shall be clearly labeled and the number of years highlighted. Also, see Sections 7 - 1.10 and 7 - 1.11 of the General Conditions.

1. Warranties for equipment shall be submitted in the manufacturer’s standard form and shall be countersigned by the subcontractor or supplier and the Contractor.

2. All other warranties shall be provided in the following format, written on subcontractor’s or supplier’s letterhead, signed by the subcontractor or supplier and countersigned by the Contractor:

WARRANTY FOR YEARS
“We hereby warrant that the product which we have installed at project name has been done in accordance with the contract documents, and that the work, as installed will fulfill the warranty requirements included in the Specifications.

We agree to repair or replace any or all of our work, together with any other adjacent work which may be displaced by so doing, that may prove to be defective in its workmanship or material within the warranty period stated above commencing from the date of final acceptance of the above named project by the City of Roseville’s City Council, without additional expense to the City, ordinary wear and tear and unusual abuse or neglect excepted.

In the event of failure to comply with the above conditions within thirty (30) days of notification by the City, we collectively or separately do hereby authorize the City to proceed with the repairs or replacement of such defects at our expense. Payment of said costs and charges will be forwarded to the City upon demand.

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ROSEVILLE AQUATICS COMPLEX RENOVATION
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Section 01 10 00: Summary of Work

Signed:

Subcontractor or Supplier Date
Countersigned:

Contractor Date
B. Guarantees shall be a minimum of one (1) year for all plant material, including trees and shrubs. The guarantee shall state that plant materials (trees & shrubs) to be free of all defects or disease and all plants are in a healthy and thriving condition at the completion of the contract. Deciduous plant material shall be warranted beyond the time of contract completion until such time as growth becomes evident.

PART 2 - PRODUCTS
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PART 3 - EXECUTION
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END OF SECTION
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June 3, 2026 01 23 00 - 1
SECTION 01 23 00

BID ALTERNATES

GENERAL

1.1 SUMMARY
A. To provide the Owner choices in the scope and cost of the Contract Work, alternatives have been established for the Work.

1.2 GENERAL REQUIREMENTS
A. This Section shall be performed in accordance with the General Conditions, Supplementary Conditions and all Sections in Division 1 of these Specifications. These documents must be read with the other Contract Documents and Sections as a whole to complete the intent of the contract.

1.3 ALTERNATES: Work for the alternates are described on the Drawings and in these Specifications.

A. BID ALTERNATE NO. ONE: Mechanical Pit Wall Repair
- Removed damaged portion of mechanical pit wall and replace. Refer to Foundation Plan and Detail 1 on Sheet S-203.

B. BID ALTERNATE NO. TWO: Interior Drinking Fountain Replacement - Remove drinking fountain in Lobby 101 and replace with new drinking fountain with bottle filler. Refer to Sheets A2.2 and P2.3.

C. BID ALTERNATE NO. THREE: Classroom Conditioning
- Install new Heat Pump and Fan Coils to provide conditioning to existing Classroom 114.

Refer to Mechanical Sheets for new equipment and routing. Scope of work also includes the addition of insulation to roof structure above classroom, including the removal and replacement of gypsum board ceiling and re-installation of lighting as needed – See Sheet A9.1. Also, electrical panel modifications are required to accommodate new HVAC equipment – See Sheet E1.1.

D. BID ALTERNATE NO. FOUR: Exterior Musco Sports Light Replacement - Replace Exterior Musco Sports Lighting System. Existing poles to remain. Refer to Sheet A5.1
E. BID ALTERNATE NO. FIVE: Shower Angle Stops
- Install angle stops with access panels above showers. Refer to Sheet P2.3 for plumbing and Sheet A9.1 for access panels.

F. BID ALTERNATE NO. SIX: Exterior Shower Modifications - Modify existing exterior showers to locate controls at new height. Refer to Sheet P2.3 for plumbing and Detail F / A6.1 for enclosure modifications.

G. BID ALTERNATE NO. SEVEN: Exterior Drinking Fountain Replacement - Remove exterior drinking fountain and replace with hi-low drinking fountain with new drinking fountain and bottle filling station. Refer to Sheet A2.2 and Sheet P2.3.

H. BID ALTERNATE NO. EIGHT: Door Closers
- Remove and replace door closers in kind. Refer to Sheet A2.2 for locations.

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June 3, 2026 01 23 00 - 2
I. BID ALTERNATE NO. NINE: Pool Surge Pit Cover
- Remove and replace pool surge pit cover – Refer to Sheet SP-4.

1.4 ADVANCED COORDINATION
A. Immediately after award of Contract advise all necessary personnel and suppliers as to the nature and extent of alternatives selected by the Owner. Alert personnel and suppliers involved as to all changes in the Work caused by the Owner’s selection of alternatives.

END OF SECTION 01 23 00
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ROSEVILLE AQUATICS COMPLEX RENOVATION
May 5, 2026
Section 01 57 23: Storm Water Pollution Control

SECTION 01 57 23

STORM WATER POLLUTION CONTROL
PART 1 - GENERAL

1.01 General
A. The requirements set forth in the General Conditions shall be in addition to the standards provided herein.

B. The requirements set forth in the Special Conditions shall be in addition to the standards provided herein.

1.02 References
A. State Water Resources Control Board Order No. WQ 2022-0057 DWQ National Pollutant Discharge Elimination System General Permit No. CAS0000002, for Storm Water Discharges Associated with Construction and Land Disturbance Activities.

B. CASQA California Stormwater BMP Handbook – Construction, October 2024.

1.03 Definitions
A. NOI: Notice of Intent
B. NOT: Notice of Termination
C. QSP: Qualified SWPPP Practitioner
D. QSD: Qualified SWPPP Developer
E. SWPPP: Storm Water Pollution Prevention Plan
F. SWRCB: State Water Resources Control Board
G. NPDES: National Pollutant Discharge Elimination System H. WDID: Waste Discharger Identification number
I. BMP: Best Management Practices
PART 2 - PRODUCTS
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PART 3 - EXECUTION

3.01 SWPPP
A. Comply with State Water Resources Control Board Order No. WQ 2022-0057- DWQ National Pollutant Discharge Elimination System General Permit No.

CAS000002, for Storm Water Discharges Associated with Construction and Land Disturbance Activities.

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Section 33 00 00: Utilities

B. A formal SWPPP was not required for this Project, however it is the Contractor’s responsibility to ensure compliance with the Construction General Permit to not impact the storm system, including implementation and maintenance of BMP’s as needed. The Contractor shall keep the construction area, neighboring streets, sidewalks and landscape areas in a clean and orderly fashion at all times.

3.02 Schedule
A. Contractor shall develop a Water Pollution Control Schedule that describes the timing of grading or other work activities that could affect water pollution. The schedule shall be updated by the Contractor to reflect changes in the Contractor’s operations that would affect the necessary implementation of water pollution control practices. The typical sequence of work shall be adjusted by the Contractor based on weather conditions and forecasted rain events. The schedule is considered an appropriate and applicable BMP.

3.03 Penalties and fines
A. Contractor is responsible for all penalties and fines assessed to or levied on the project related to the implementation of the SWPPP.

B. In an effort to maintain compliance with the General Permit, the Contractor may be asked to make changes to the BMPs. If the Contractor is unable to perform these services in a timely manner the City reserves the right to address any areas of concern and deduct the cost from the contract.

3.04 BMP’s
A. Construction BMP’s shall be installed per the Erosion / Sediment Control Plan and in accordance with the CASQA California Stormwater BMP Handbook.

Use of alternative BMP’s will be reviewed and accepted at the discretion of the City.

3.05 Cleaning
A. Thoroughly clean all areas where work has occurred. Remove from the site excess material, debris and rubbish.

B. Take all precautions to protect completed work. Immediately repair or replace all damaged areas due to tire ruts, erosion, compaction failure, etc. Keep all erosion control measures intact.

END OF SECTION
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ROSEVILLE AQUATICS COMPLEX RENOVATION
June 3, 2026

SELECTIVE DEMOLITION
02 41 19 - 1
SECTION 02 41 19

SELECTIVE DEMOLITION

GENERAL

1.1 SUMMARY
A. Demolish and remove from the site those items so indicated on the Drawings

1.2 GENERAL REQUIREMENTS
A. This Section shall be performed in accordance with the General Conditions, Supplementary Conditions and all Sections in Division 1 of these Specifications. These documents must be read with the other Contract Documents and Sections as a whole to complete the intent of the contract.

1.3 SECTION REQUIREMENTS
A. Demolished material shall be considered the property of the Contractor and shall be completely removed from the job site.

B. Items indicated on the Drawings to be removed and salvaged remain Owner’s property.

Remove, clean and deliver to Owner’s designated storage area.

C. Comply with EPA regulations and hauling and disposal regulations of authorities having jurisdiction.

D. Owner will occupy portions of building immediately adjacent to selective demolition area.

Conduct selective demolition so Owner’s operations will not be disrupted.

E. It is not expected that hazardous materials will be encountered in the Work. If materials suspected of containing hazardous materials are encountered, do not disturb; immediately notify Owner’s Representative. Owner will remove hazardous materials under a separate contract.

EXECUTION

3.1 EXISTING CONDITIONS
A. Prior to all work of this Section, examine the areas and conditions under which work will be performed. If conditions detrimental to timely and proper completion of the work exist, notify the Owner’s Representative. Do not proceed until unsatisfactory conditions are corrected.

B. A.Commencement of work constitutes acceptance of existing conditions. The Contractor shall, at his expense, be responsible for correcting all unsatisfactory and defective work.

C. In company with the Owner’s Representative, visit the site and verify the extent and location of selective demolition required. Carefully identify limits of selective demolition. Mark interface surfaces as required to enable workmen also to identify items to be removed and items to be left in place intact.

D. By careful study of the Contract Documents, determine the location and extent of selective demolition to be performed.

E. The Drawings do not purport to show all objects existing on the site or in the building.

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SELECTIVE DEMOLITION
02 41 19 - 2
F. If public use is to be maintained on unaffected portions of the project site, the Contractor shall be responsible for directing pedestrian and vehicular traffic safely around the construction zone. Utilization of temporary fencing, barricades, signage, etc. shall be the responsibility of the Contractor. Safe detours shall be available to the general public at all times during the course of construction.

G. Protection of existing site improvements shown to remain, including, but not limited to, fencing, signs, benches, picnic tables, shade structures, drinking fountains, concrete paving, concrete wall and curbs, asphalt concrete paving, recreational site improvements, etc. are to be protected and preserved.

H. The Contractor shall be responsible for any damage to and maintenance of all existing street improvements, drainage facilities and irrigation systems and to re-establish these improvements to their original condition as soon as possible after completion of the work in the area, to the complete satisfaction of the Project Manager and Inspector.

I. Survey monuments and markers either shown on the Plans or encountered during the course of construction shall be protected and preserved. The Contractor shall notify the Inspector upon discovery of an unmarked monument, at which time, arrangements for the relocation or adjustment of the monument will be determined. All costs associated with the relocation or adjustment of these monuments shall be the Contractor’s responsibility.

J. Where the removal of specific material creates an open hole, pit, trench or other depression, the Contractor shall immediately backfill and compact the areas consistent with requirements outlined in the Specifications.

3.2 DEMOLITION
A. Maintain services / systems indicated to remain and protect them against damage during selective demolition operations. Before proceeding with demolition, provide temporary services / systems that bypass area of selective demolition and that maintain continuity of services / systems to other parts of the building.

B. Locate, identify, shut off, disconnect and cap off utility services and mechanical / electrical systems serving areas to be selectively demolished.

1. Contact USA North 811 at (800) 642-2444, or submit an online ticket at USANorth811.org, prior to commencement of any demolition or excavation work.

Provide a minimum of 48 hours’ notice. Verify all utilities entering into and their locations within the project site.

2. Where utilities lie within the project site, but are not a part of the project, the Contractor shall cooperate with the agency or utility company having jurisdiction to maintain its use and the integrity of the structure.

3. Where utilities enter into the project site and taps, connections to or extensions of the utility are identified in the Plans, the Contractor shall coordinate all work with the agency or utility company having jurisdiction to minimize or eliminate disruption of use by the adjacent properties.

4. Verify that all utilities, shown to be removed on the Plans, are inactive and turned off prior to disconnection and/or re-routing, prior to demolition.

C. Provide temporary barricades and other protection required to prevent injury to people and damage to adjacent buildings and facilities to remain.

D. 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 or construction being demolished.

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ROSEVILLE AQUATICS COMPLEX RENOVATION
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SELECTIVE DEMOLITION
02 41 19 - 3
E. Provide temporary weather protection to prevent water leakage and damage to structure and interior areas.

F. Protect walls, ceilings, floors and other existing finish work that are to remain. Erect and maintain dustproof partitions. Cover and protect furniture, furnishings and equipment that have not been removed.

G. 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.

H. Promptly removed demolished materials from Owner’s property and legally dispose of them. Do not bury or burn demolished materials.

1. All materials removed as a part of this contract shall become the property of the Contractor and shall be legally disposed of off-site, unless otherwise noted on the Plans.

I. Where a portion of a concrete slab, curb or wall and asphalt concrete paving or curb is to be removed, the concrete shall be cut with a concrete saw at a 90 degree angle so that the edge of the remaining concrete shall form a neat, straight line. Conform to the City of Roseville Design and Construction Standards, latest edition.

3.3 REPLACEMENT
A. In the event of demolition of items not so scheduled to be demolished, promptly replace such items to the approval of the Owner’s Representative and at no additional cost to the Owner.

END OF SECTION 02 41 19
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SECTION 03 30 00

CAST-IN-PLACE CONCRETE

GENERAL

1.1 SUMMARY
A. Provide and install all reinforcement, forms, vapor barrier, and associated items required for all cast-in-place concrete as shown on the Drawings and specified herein.

1.2 GENERAL REQUIREMENTS
A. This Section shall be performed in accordance with the General Conditions, Supplementary Conditions, and all Sections in Division 1 of these Specifications. These documents must be read with the other Contract Documents and Sections as a whole to complete the intent of the contract.

1.3 SUBMITTALS
A. Make submittals to the Owner’s Representative in accordance with the provisions of Section 013323 of these specifications.

B. Shop Drawings; Reinforcement:

C. Submit shop drawings for fabrication, bending, and placement of concrete reinforcement.

Comply with ACI 315 "Manual of Standard Practice for Detailing Reinforced Concrete Structures" showing bar schedules, stirrup spacing, diagrams of bent bars, and arrangement of concrete reinforcement. Include special reinforcement required at openings through concrete structures.

D. Concrete Design Mixes:

1. The preparation of design mixes will be the responsibility of the Contractor. The supplier may prepare mix designs and shall be certified by a Civil Engineer registered in California.

2. Mix designs will be designed by the supplier and approved by the testing lab retained by the Owner.

3. Written reports will be submitted to the Owner’s Representative of each proposed mix for review. Submit mix designs for each prepared mix. Submit designs in compliance with Section 013323 Submittals. Do not begin concrete production until mixes have been reviewed by the Owner’s Representative.

4. Adjustment of Concrete Mixes:
a. Mix design adjustments may be requested by the Contractor when characteristics of materials, job conditions, weather, test results, and other circumstances warrant; at no additional cost to the Owner and as accepted by the Owner’s Representative. Provide submittals as in A above. Submit adjustment designs a minimum of 48 hours ahead of schedule for concrete production.

E. Exposed or Seeded Aggregate Mock-Up Panel:

1. Prior to scheduling placement of exposed aggregate concrete, prepare an 8' x 8' test slab outside the structure. Provide a test slab with approved aggregate concrete, Top Surface Retarder, and the same methods as will be utilized for the finish product. The test slab must be approved by the Owner’s Representative prior to placement of the exposed aggregate slab. The approved test slab will serve as the standard for exposed aggregate finish quality.

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F. Under-slab Vapor Barrier, Seam Tape, Mastic, Vapor Stakes G. Related Materials:

1. Special forms

2. Joint filler

3. Curing compound

4. Chemical hardener

5. Aggregate samples

6. Waterstop

7. Tensile inserts

1.4 CODES AND STANDARDS
Comply with the provisions of the following codes, specifications, and standards, except as otherwise shown or specified.

A. ACI 301 "Specifications for Structural Concrete for Buildings”.

B. ACI 311 "Recommended Practice for Concrete Inspection”.

C. ACI 318 "Building Code Requirements for Reinforced Concrete”.

D. ACI 347 "Recommended Practice for Concrete Formwork”.

E. ACI 304 "Recommended Practice for Measuring, Mixing, Transporting and Placing Concrete”.

F. Concrete Reinforcing Steel Institute, "Manual of Standard Practice”.

G. California Building Code, latest Edition.

H. American Society for Testing and Materials (ASTM)

1. ASTM E 1745-17 Standard Specification for Plastic Water Vapor Retarders Used in Contact with Soil or Granular Fill Under Concrete Slabs.

2. ASTM E 154-08a Standard Test Methods for Water Vapor Retarders Used in Contact with Earth Under Concrete Slabs.

3. ASTM 96-00 Standard Test Methods for Water Vapor Transmission of Materials.

4. ASTM E 1643-18a Standard Practice for Installation of Water Vapor Retarders Used in Contact with Earth or Granular Fill Under Concrete Slabs.

I. American Concrete Institute (ACI)

1. ACI 302.1R-15 Vapor Barrier Component (plastic membrane) is not less than 10 mils thick.

1.5 TESTING
A. Testing of concrete will be required for this project. Testing will be performed in accordance with Section 014523.

B. Concrete shall be sampled and tested for quality control during the placement of concrete as follows:

1. Sampling Fresh Concrete: ASTM C172, except modified for slump to comply with ASTM C94.

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2. Slump: ASTM C143; one test for each concrete load at the point of discharge; and one for each set of compressive strength test specimens.

3. Compressive Test Specimen and Strength Tests:
a. ASTM C31; one set of three standard cylinders for every 100 cubic yards, or fraction thereof, of each concrete class placed in any one day. Mold and store cylinders for laboratory curing of test specimens.
b. ASTM C39; Test one specimen at seven days, one specimen at 28 days, and retain one specimen in reserve for later testing if required.

4. Concrete Temperature: Test and record temperature only if concrete is being placed during extreme temperature conditions, i.e., air temperature below 40° F or above 85° F.

C. Report test results in writing to the Owner’s Representative and the Contractor on the same day that tests are made. Reports of compressive strength tests shall contain the project identification name and number, date of concrete placement, name of contractor, name of concrete supplier and truck number, name of concrete testing service, concrete type and class, location of concrete batch in the structure, design compressive strength at 28 days, concrete mix proportions and materials, compressive breaking strength and type of break for both 7-day tests and 28-day tests.

D. Additional Tests:

1. The testing service will make additional tests of in-place concrete when test results indicate the specified concrete strengths and other characteristics have not been attained in the structure, as directed by the Owner’s Representative. The testing service shall conduct tests to determine the adequacy of concrete by cored cylinders complying with ASTM C42, or by other methods as directed.

E. Special Inspections:

1. Special inspections will be required for the placement of 3000 psi concrete. Perform special inspection sampling as in 1.04B 1, 2, and 3 above. Special inspections will be conducted by a testing lab retained and paid for by the Owner. Contractor to provide testing lab and Owner’s Representative a minimum 72-hour notice prior to placement of concrete requiring special inspection.

1.6 WARRANTY
A. Warrant materials for five years against manufacturing defects, when installed in accordance with the manufacturer's instructions.

PRODUCTS

FORM MATERIALS
A. Forms for Exposed Finish Concrete

1. Unless otherwise indicated, construct formwork for exposed concrete surfaces with plywood, metal, metal-framed, plywood-faced, or other acceptable panel-type materials, to provide continuous, straight, smooth exposed surfaces. Furnish in the largest practicable sizes to minimize the number of joints, and to conform to the joint system shown on the drawings. Provide form material with sufficient thickness to withstand the pressure of newly placed concrete without bow or deflection.

B. Form Liners
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C. Forms for Unexposed Finish Concrete

1. Form concrete surfaces that will be unexposed in the finished structure with plywood, lumber, metal, or other acceptable material. Provide lumber dressed on at least two (2) edges and one (1) side for a tight fit.

D. Form Coatings

1. Provide commercial formulation form-coating compounds that will not bond with, stain, or adversely affect concrete surfaces, and will not impair subsequent treatments of concrete surfaces.

E. Earth Forms

1. Unless otherwise indicated or required by the Structural Drawings, concrete for continuous footings may be placed directly against vertical excavated surfaces, provided the material will stand without caving and provided the minimum reinforcing steel clearances indicated on the Drawings are maintained and suitable provisions are taken to prevent raveling of top edges or sloughing of loose material from walls of excavation. Dimensions for continuous footings shown on the Drawings are based on formed surfaces; if placed against excavated surfaces, increase the minimum clearances for reinforcing to 3 inches. Sides of excavation shall be made with a neat cut, and the width shall be made as detailed on the Drawings.

F. Form Ties

1. Metal, spreader type or snap tie, removable to 1/4" from the concrete face, designed to prevent concrete spalling upon removal. Ties for exposed concrete shall be of the same type throughout the project.

REINFORCING MATERIAL
A. Reinforcing Bar: ASTM A615/A 615M, Grade 60, deformed, free of loose rust.

B. Steel Wire: ASTM A82, plain, cold-drawn, steel.

C. Tie Wire: #16 minimum, black and annealed.

D. Anchor Bolts and Holddowns
E. Mechanical Splice

1. Positive locking taper type. Splices must develop a minimum of 125% of the specified yield strength of the bar. Reinforcing bar fabricator shall thread the ends of all bars to be mechanically spliced per the splice manufacturer's requirements.

F. Accessories

1. Metal or plastic spacers, supports, ties, etc., concrete chairs, required for spacing, assembling, and supporting reinforcing in place. Legs of accessories to be of the type that will rest on forms without embedding into forms. Galvanize metal items that are exposed to moisture, or use approved other non-corrodible, non-staining supports.

CONCRETE MATERIALS
A. Portland Cement

1. Type II conforming to the requirements of ASTM C150, Type I or II. Use only one brand of cement throughout the project, unless otherwise acceptable to the Owner’s Representative.

2. Fly Ash: ASTM C618

3. Slag: ASTM C989
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4. Silica Fume: ASTM C1240
B. Normal Weight Aggregates

1. Conform to the requirements of ASTM C33. Fine aggregate shall be clean, sharp, natural sand free from loam, clay, lumps, or other deleterious substances. Maximum size shall be as indicated for each type of concrete.

C. Lightweight Aggregates: ASTM C330
D. Water: Clean, fresh, potable, ASTM C1602
E. Chemical Admixtures

1. Water reducers ASTM C494, Type A. Do not use calcium chloride or admixtures containing calcium chloride.

2. Air Entraining ASTM C260

3. Flowing: ASTM C1017
F. Waterproofing Admixtures

1. Barrier-1 High Performance Concrete Admixture by Barrier-1, Xypex C-1000 Admixture by Xypex Chemical Corp., Hycrete V-1000 by Hycrete or equal.

G. Fibers: ASTM C1116
H. Color Hardener

1. L.M. Scofield Company Lithochrome Color Hardener and Colorcure Concrete Sealer I. Sacking Mix

1. Basalite Sacking and Parging Mix or equal

VAPOR BARRIER
A. MATERIALS:

1. Vapor Barrier must have the following qualities
a. WVTR less than or equal to 0.006 (0.012 Perms) as tested by ASTM E 96 b. ASTM E 1745 Class A
c. Not less than 15 mil plastic

2. Vapor Barrier Products
a. Stego Wrap (15 mil) Vapor Barrier by STEGO INDUSTRIES LLC, San Juan Capistrano, CA (877) 464-7834 www.stegoindustries.com.
b. W.R. Meadows Perminator 15 www.wrmeadows.com.
c. VaporBlock 15 by Raven Industries www.vaporblock.com.

B. ACCESSORIES:

1. Seam Type
a. Tape must have the following qualities: Water vapor transmission rate ASTM E96, 0.33 perms or lower.
b. Seam Tape: Stego Tape by Stego Industries (877) 464-7834 www.stegoindustries.com or equal.

2. Vapor Proofing Mastic
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a. Mastic must have the following qualities: Water vapor transmission rate ASTM E 96, 0.3 perms or lower
b. Mastic: Stego Mastic by Stego Industries (877) 464-7834 www.stegoindustries.com or equal.

3. Pipe Boots
a. Construct pipe boots from vapor barrier material, pressure-sensitive tape, and/or mastic per manufacturer’s instructions

4. Vapor Stakes
a. Stakes must have the following qualities: Density ASTM 1505, 0.0289 lb/in3 b. Specific gravity ASTM D792, 0.0477
c. Stakes: Vapor Stakes by Vapor Stake, LLC (714) 519-4211 www.vaporstake.com or equal

RELATED MATERIALS
A. Joint Filler

1. ASTM D1751 and C1752 - preformed, non-extruding asphalt-saturated cellulosic fiber, Burke or equal.

B. Joint Sealer

1. ASTM D1190, hot pour rubber type. Manufacturer - Burke or equal, color as approved by the Owner’s Representative. Silicone sealant or one-part Urethane Sealant or two parts Urethane - pour grade.

C. Curing Compound

1. ASTM C309, Type I, Class B, Burke Aqua Resin Cure, or equal.

D. Chemical Hardener

1. Colorless aqueous solution containing a blend of magnesium fluosilicate and zinc fluosilicate combined with a wetting agent, containing not less than two pounds of fluosilicates per gallon. Subject to compliance with requirements, provide products of one of the following:
a. "Surfhard"; Euclid Chemical Co.
b. "Lapidolith"; Soneborn-Contech
c. "Saniseal"; Master Builders
d. "Burk-O-Lith"; The Burke Co.

E. Weakened Plane Former

1. Burke "Zip Strip" - 1" 1-1/2” or 2” depth.

PROPORTIONING AND DESIGN OF MIXES
A. Mixes will be designed to provide concrete with the following properties:

1. Type A: Slab-on-grade; 2500 psi 28-day compressive strength. 1" maximum aggregate size. Maximum slump = 5 inches.

2. Type B: Foundations: 2500 psi 28-day compressive strength. 1" maximum aggregate size. Maximum slump = 5 inches.

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3. Type C: Pit Wall; 4000 psi 28-day compressive strengths. 3/4" maximum aggregate size. Maximum slump = 4 inches.

4. Type D: Site; 2500 psi 28-day compressive strength. 1" maximum aggregate size.

Maximum slump = 6 inches.

B. Admixtures:

1. Use admixtures for water-reducing in strict accordance with the manufacturer's directions, if desired by the Contractor and approved by the Owner’s Representative.

2. Use amounts of admixtures as recommended by the manufacturer for the climatic conditions prevailing at the time of placing. Adjust quantities and types of admixtures as required to maintain quality control.

3. Use Waterproofing Admixture in strict accordance with the manufacturer’s directions.

The manufacturer’s representative shall approve the concrete mix design.

C. Slump Limits:

1. Proportion and design mixes to result in a concrete slump at the point of placement with a maximum variance of 1" for a specified slump, provided the concrete remains properly workable.

READY-MIX CONCRETE MIXING
A. Comply with the requirements of ASTM C94, and as herein specified. Delete the references for allowing additional water to be added to the batch for material with insufficient slump.

Adding water to the batch is not permitted.

B. During hot weather, or under conditions contributing to rapid setting of concrete, a shorter mixing time than specified in ASTM C94 may be required.

1. When the air temperature is between 85°F and 90°F, reduce the mixing and delivery time from 1½ hours to 75 minutes.

2. When the air temperature is above 90°F, reduce the mixing and delivery time to 60 minutes.

EXECUTION

3.1 FORMS
A. Design, erect, support, brace, and maintain formwork to support vertical and lateral loads that might be applied until the concrete structure can support such loads. Construct formwork so concrete members and structures are of the correct size, shape, alignment, elevation, and position.

B. Design formwork to be readily removable without impact, shock, or damage to cast-in-place surfaces and adjacent materials.

C. Form Ties

1. Factory-fabricated, adjustable-length, removable, or snap-off metal form ties, designed to prevent form deflection and to prevent spalling concrete surfaces upon removal.

D. Provisions for Other Trades

1. Provide openings in concrete formwork to accommodate the work of other trades.

Determine the size and location of openings, recesses, and chases from trades providing such items. Accurately place and securely support items built into forms.

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E. Wetting

1. Keep forms sufficiently wetted to prevent joints opening up before concrete is placed.

3.2 PLACING REINFORCEMENT
A. Comply with Concrete Reinforcing Steel Institute's recommended practice for "Placing Reinforcing Bars" for details and methods of reinforcement placement and supports, and as herein specified.

B. Clean reinforcement of loose rust and mill scale, earth, ice, and other materials that reduce or destroy the bond with concrete.

C. Accurately position, support, and secure reinforcement against displacement by formwork, construction, or concrete placement operations. Locate and support reinforcement with metal chairs, runners, spacers, and hangers as required.

D. Place reinforcement to obtain at least the minimum coverages for concrete protection.

Arrange, space, and securely tie bars and bar supports to hold reinforcement in position during concrete placement operations. Set wire ties so ends are directed into concrete, not toward exposed concrete surfaces.

E. All reinforcing in slabs to be supported by concrete chairs; hooking reinforcement in position not allowed. Place chairs immediately prior to the concrete pour to prevent reinforcing from being deformed by being walked on.

3.3 JOINTS
A. Construction Joints

1. Locate and install construction joints as shown on the Drawings, so as not to impair the strength or appearance of the structure, as acceptable to the Owner’s Representative.

The maximum slab area between construction joints shall be 650 square feet.

2. Unless otherwise detailed, provide keyways at least 1-½" deep in all construction joints.

B. Expansion Joints

1. Provide 1/2" joint filler board and 1/2" x 1/4" deep joint sealer. Locate as shown on the Drawings.

C. Control Joints
Provide - Weakened Plane Former, sawcut joints, or tooled points.

Specifiers Note: Coordinate with the structural engineer and soils report for slab reinforcement and standard notes regarding sand cushion, welded wire fabric, etc.

3.4 PAD PREPARATION FOR SLABS
A. Preparation for Interior Slabs
Provide crushed rock drainage fill and vapor barrier under interior floor slabs-on-grade.

1. Vapor Barrier Installation
a. Install vapor barrier/retarder in accordance with manufacturer’s instructions and ASTM E 1643-18a.
(1) Unroll Vapor Barrier/Retarder with the longest dimension parallel with the direction of the pour.
(2) Lap Vapor Barrier/Retarder over footings and seal to foundation walls.

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i. Seal to interior/perimeter footings using Proofing Mastic. (3) Overlap joints 6 inches and seal with the manufacturer’s tape. (4) Seal all penetrations (including pipes) per manufacturer’s instructions. i. Single pipe penetrations may be sealed using a pipe boot constructed from the product

1. Cut a piece of plastic – width minimum 12 inches; length 1-1/2 times the circumference of the pipe

2. With scissors, cut slits half the width of the film

3. Wrap the boot around the pipe; tape it onto the pipe, and completely tape the base to the Vapor Barrier/Retarder
ii. Multiple pipe penetrations in proximity and very small pipes may be sealed using Vapor Proofing Mastic

1. Cut a small area around pipes

2. Cut a patch of Vapor Barrier/Retarder extending at least 6 inches past the cutout in all directions

3. Cut X’s or small circles in the patch and install over pipes

4. Overlap at least 6 inches and tape

5. Buildup 40-60 mils of mastic, or as needed to fill all voids between the pipe and Vapor Barrier/Retarder
(5) No penetration of the Vapor Barrier/Retarder is allowed except for reinforcing steel and permanent utilities
i. In the case that forms must be used, vapor stakes should be used to hold forms in place

1. Penetrate plastic with a stake

2. Treat stake as pipe penetration (see above section b) i. – v.).

3. Leave the stake permanently in the concrete.

4. Using a power saw, cut the stake off above the seal, but below the concrete’s finished surface.

5. The lower portion of the vapor stake remains in place, permanently plugging the penetration.
(6) Repair damaged areas by cutting patches of Vapor Barrier/Retarder, overlapping the damaged area 6” and taping all four sides with tape.

B. Exterior concrete slabs will not require drainage rock or membrane except where indicated on the Drawings.

3.5 CONCRETE PLACEMENT
A. Pre-Placement Inspection
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1. Before placing concrete, inspect and complete the formwork installation, reinforcing steel, and items to be embedded or cast-in. Notify other trades to permit the installation of their work; cooperate with other trades in setting such work, as required. Thoroughly wet wood forms immediately before placing concrete, as required, where form coatings are not used. Coordinate the installation of joint materials and vapor barriers with the placement of forms and reinforcing steel.

2. Deposit concrete continuously or in layers of such thickness that no concrete will be placed on concrete which has hardened sufficiently to cause the formation of seams or planes of weakness within the section. If a section cannot be placed continuously, provide construction joints as specified. Deposit concrete as nearly as practicable to its final location to avoid segregation due to rehandling or flowing.

B. Placing Concrete in Forms

1. Deposit concrete in forms in horizontal layers not deeper than 24" and in a manner to avoid inclined construction joints. When placement involves several layers, place each layer while the preceding layer is still plastic to avoid cold joints.

2. Consolidate placed concrete by mechanical vibrating equipment supplemented by hand-spading, rodding, or tamping. Use equipment and procedures for consolidation of concrete in accordance with the recommended practices of ACI 304, to suit the type of concrete and project conditions.

3. Do not use vibrators to transport concrete inside forms. Insert and withdraw vibrators vertically at uniformly spaced locations not farther than the visible effectiveness of the machine. Place vibrators to rapidly penetrate the placed layer of concrete and at least 6 inches into the preceding layer. Do not insert vibrators into lower layers of concrete that have begun to set. At each insertion limit, the duration of vibration is the time necessary to consolidate the concrete and complete the embedment of reinforcement and other embedded items without causing segregation of the mix.

C. Placing Concrete Slabs

1. Deposit and consolidate concrete slabs in a continuous operation, within the limits of construction joints, until the placing of a panel or section is complete.

2. Consolidate concrete during placing operations so that concrete is thoroughly worked around reinforcement and other embedded items and into corners.

3. Bring slab surfaces to the correct level with a straightedge and strike off. Use bull floats or darbies to smooth the surface, leaving it free of humps or hollows. Do not sprinkle water on the plastic concrete surface. Do not disturb the slab surfaces prior to beginning finished operations.

4. Maintain reinforcing in the proper position during concrete placement operations by placing concrete chairs immediately prior to pour. Hooking reinforcing in position is not allowed.

D. Cold Weather Placing

1. Protect concrete work from physical damage or reduced strength, which could be caused by frost, freezing actions, or low temperatures, in compliance with ACI 306.

2. Do not use calcium chloride, salt, and other materials containing antifreeze agents or chemical accelerators, unless otherwise accepted in writing by the Owner’s Representative.

E. Hot Weather Placing
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1. When hot weather conditions exist that would seriously impair the quality and strength of concrete, place concrete in compliance with ACI 305 and as herein specified.

2. Cool ingredients before mixing to maintain concrete temperature at time of placement below 90°F.

3. Cover reinforcing steel with water-soaked burlap if it becomes too hot, so that the steel temperature will not exceed the ambient air temperature immediately before embedment in concrete.

4. Wet forms thoroughly before placing concrete.

5. Do not use retarding admixtures unless otherwise accepted in mix designs.

3.6 FINISH OF FORMED SURFACES
A. Smooth Form Finish

1. For above-grade formed concrete surfaces covered by cement plaster or otherwise not exposed to view. This is the as-cast concrete surface as obtained with selected form facing material arranged orderly and symmetrically with a minimum of seams. Repair and patch defective areas with all fins or other projections completely removed and smoothed.

B. Related Unformed Surfaces

1. At the tops of walls, horizontal offsets and similar unformed surfaces occurring 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.

C. Sacking Finish

1. At all exposed concrete, provide a sacked finish by coating the concrete wall with sacking mix.

2. Coat the entire surface with sacking mortar as soon as the surface of the concrete approaches surface dryness.

3. Thoroughly and vigorously rub mortar over the area with clean burlap pads to fill all voids.

4. Trowel with a sponge rubber float to a uniform, level surface.

5. While mortar is still plastic but partially set (so it cannot be pulled from voids), sack-rub the surface with a dry mix of sacking mortar (leave out water). There should be no discernible thickness of mortar on the concrete surface, except in voids; all surfaces should be uniformly textured.

6. Immediately begin a continuous moist cure for 72 hours.

3.7 MONOLITHIC SLAB FINISHES
A. All slabs to receive steel trowel finish except at exposed aggregate finish or as otherwise noted. Interior slabs to be left exposed (see Room Finish schedule) shall receive specific concrete hardener applied in accordance with the manufacturer’s specifications.

B. Float Finish

1. Apply float finish to slab surfaces that are to receive trowel finish as herein after specified.

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2. After screeding and consolidating concrete slabs, do not work on the surface until ready for floating. Begin floating when surface water has disappeared or when concrete has stiffened sufficiently to permit operation of power-driven floats or both.

Consolidate surface with power-driven floats, or by hand-floating if the area is small or inaccessible to power units. Check and level the surface plane to a tolerance not exceeding ¼" in 10' when tested with a 10' straightedge. Cut down high spots and fill low spots. Uniformly slope surfaces to drains. Immediately after leveling, refloat the surface to a uniform, smooth, granular texture.

C. Trowel Finish

1. Apply trowel finish to interior monolithic slab surfaces that are to be exposed to view, and slab surfaces that are to be covered.

2. After floating, first trowel finish operation using a power-driven trowel. Begin final troweling when the surface produces a ringing sound as the trowel is moved over the surface. Consolidate concrete surface by final hand-troweling operation, free of trowel marks, uniform in texture and appearance, and with a surface plane tolerance not exceeding 1/8" in 10' when tested with a 10' straightedge. Grind smooth surface defects that would telegraph through the applied covering system.

D. Apply Floor Sealer
E. Apply Floor Hardener
F. Exterior Flatwork

1. Float the concrete surface as described above. Provide a light broom finish, in one direction only, or as shown on the Drawings.

G. Rock salt Finish

1. After placing concrete and final floating is completed, broadcast rock salt over the surface of the concrete.

2. Steel trowel finish the slab, working the rock salt flush into the concrete.

3. After the concrete slab is cured, wash out the rock salt from the concrete.

H. Exposed Aggregate

1. After placing concrete and final floating is completed, apply a layer of surface retarder.

Spray evenly over the surface, full strength, with a Hudson-type sprayer. Overspray may be brushed or rolled.

2. Between 8 and 20 hours after placement, remove the top surface of the concrete to reveal the aggregates using a stiff-bristle brush and a jet of water. Do not scrub the surface. Remove 1/8" to 3/16" of the top surface material.

I. Seeded Aggregate

1. After placing concrete and final floating is completed, and while the surface is still plastic, seed the approved aggregate uniformly and embed it into the surface by light tamping. Provide complete coverage to the depth of a single stone.

2. Float the surface until the embedded stone is fully coated with mortar and the surface has been brought to a true plane within the specified tolerance.

3. After the matrix has hardened sufficiently to prevent dislodgement of aggregate, begin exposure.

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a. Allow copious quantities of water, without force, to flow over the surface of the concrete while the matrix encasing the aggregate is removed by brushing with a fine bristle brush.
b. Continue this operation until the aggregate is uniformly exposed but not dislodged.

4. An approved chemical retarder sprayed onto the freshly floated surface may be used to extend the working time for exposure of aggregate.

J. Sealing

1. Clean exposed aggregate with a light acid wash of all laitance, cement, and debris.

2. Place an even layer of concrete sealer over the surface of the cleaned exposed aggregate. After construction is complete and before the Owner occupies, apply an additional coat of sealer to the aggregate surface. Install in strict accordance with the manufacturer's instructions.

K. Color Hardener and Sealer

1. Apply dry shake color hardener during the troweling process per manufacturer’s specifications. Apply sealer per the manufacturer’s specifications, with the recommended time between applications. Apply non-staining protective paper over the colored slab for the remainder of the construction.

3.8 CONCRETE CURING AND PROTECTION
A. Duration

1. Protect freshly placed concrete from premature drying and excessive cold or hot temperatures and maintain without drying at a relatively constant temperature for a period of time necessary for hydration of cement and proper hardening.

2. Start initial curing as soon as free water has disappeared from the concrete surface after placing and finishing. Weather permitting, keep continuously moist for at least 24 hours.

3. Begin final curing procedures immediately following initial curing and before the concrete has dried. Continue final curing for at least 7 days and in accordance with ACI 301 procedures. Avoid rapid drying at the end of the final curing period.

B. Curing Methods

1. Moisture Curing
a. Provide moisture curing by keeping the surface continuously wet by covering with water or a continuous water-fog spray.

2. Membrane Curing
a. Apply membrane-forming curing compound to damp concrete surfaces immediately upon completion of water-fog spray application. Apply uniformly in 2 coats, in continuous operation, using power-spray equipment in accordance with the manufacturer's directions—recoat areas which are subjected to heavy rainfall within 3 hours after initial application. Maintain coating continuity and repair damage during the curing period.
b. Do not use curing compounds on surfaces that are to be covered with a coating material applied directly to concrete or with a covering material bonded to concrete, such as flooring, painting, and other coatings and finish materials, unless otherwise acceptable to the Owner’s Representative.

For Council Approval
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ROSEVILLE AQUATICS COMPLEX RENOVATION
May 4, 2026

CAST-IN-PLACE CONCRETE
03 30 00 - 14
C. Curing Formed Surfaces

1. Initially cure unformed surfaces, such as slabs and other flat surfaces, by moist curing—final cure unformed surfaces by membrane or moist curing, as applicable, for the full curing period.

3.9 REMOVAL OF FORMS
A. Formwork not supporting the weight of concrete, such as sides of footings, walls, and similar parts of the work, may be removed after cumulatively curing at not less than 50°F (10°C) for 24 hours after placing concrete, provided concrete is sufficiently hard not to be damaged by form removal operations, and provided curing and protection operations are maintained.

3.10 MISCELLANEOUS CONCRETE ITEMS
A. Filling-In

1. Fill-in holes and openings left in concrete structures for the passage of work by other trades, unless otherwise shown or directed, after the work of other trades is in place.

Mix, place, and cure concrete as herein specified, to blend with in-place construction.

Provide other miscellaneous concrete filling shown or required to complete the work.

B. Equipment Bases and Foundations

1. Provide machine and equipment bases and foundations, as shown on the Drawings.

Set anchor bolts for machines and equipment to template at correct elevations, complying with certified diagrams or templates of the manufacturer furnishing machines and equipment.

C. Grout Base Plates and Foundations

1. As indicated, using specified non-shrink grout. Use non-metallic grout for exposed conditions, unless otherwise indicated.

3.11 CONCRETE SURFACE REPAIRS
A. Repair and patch defective areas with cement mortar immediately after removal of forms, but only when acceptable to the Owner’s Representative.

B. Cut out honeycomb, rock, pockets, voids over ½" diameter, and holes left by tie rods and bolts, down to solid concrete, but in no case to a depth of less than 1". Make edges of cuts perpendicular to the concrete surface. Before placing cement mortar, thoroughly clean, dampen with water, and brush-coat the area to be patched with neat cement grout.

Proprietary patching compounds may be used when acceptable to the Owner’s Representative.

END OF SECTION 03 30 00
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ROSEVILLE AQUATICS COMPLEX RENOVATION
June 3, 2026

CONCRETE MASONRY UNIT
04 22 23 - 1
SECTION 04 22 23

UNIT MASONRY

GENERAL

1.1 SUMMARY:

A. Provide and install concrete unit masonry as shown on the Drawings and specified herein.

1.2 GENERAL REQUIREMENTS:

A. This Section shall be performed in accordance with the General Conditions, Supplementary Conditions and all Sections in Division 1 of these Specifications. These documents must be read with the other Contract Documents and Sections as a whole to complete the intent of the contract.

1.3 SUBMITTALS:

A. Make submittals to the Owner’s Representative in accordance with the provision of Section 013323 of these specifications.

B. Prior to delivery of concrete unit masonry to the job site, deliver to the Owner’s Representative a letter from the manufacturers of the concrete masonry units certifying that all such concrete masonry units delivered to the job site are in strict conformance with the provisions of this Section of these Specifications.

PRODUCTS
CONCRETE BLOCKS:

A. Concrete blocks shall be normal weight, standard gray colored modular units to sizes shown as manufactured by Calstone, Basalite, or an equal approved in advance by the Owner’s Representative in accordance with the provisions of Section 01 25 00 of these Specifications.

B. Shrinkage of standard concrete blocks shall not exceed the amount recommended in ASTM C-90.

C. Water content:

1. At the time of delivery to the job site, concrete masonry units shall have a value, in weight of contained water, of not more than 13 – 18 pcf of the fully saturated content for the unit tested.

2. Ship all units from the factory, and store at the job site, with all the necessary protection to prevent increase of water content from rain and other sources.

D. Certification required by Article 1.3-B of this Section of these Specifications shall show results of tests made not more than twelve months prior to delivery of concrete masonry units to the job site, shall prove compliance with the specified values and shall certify that the mix design, yield per batch, and curing procedures for the units delivered to the job site are equal to those submitted for test.

MORTAR:

A. All mortar for concrete block shall conform with ASTM C-270-05a, 1800 psi in 28 days, and shall consist of one part portland cement by volume, ¼ to ½ part hydrated lime, and four parts of damp, loose sand, plus water; natural grey color.

REINFORCEMENT STEEL:

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ROSEVILLE AQUATICS COMPLEX RENOVATION
June 3, 2026

CONCRETE MASONRY UNIT
04 22 23 - 2
A. All reinforcement steel required for concrete masonry units shall be the type and quality specified for concrete in Section 033000 of these Specifications.

GROUT:

A. All grout should be transit-mixed in accordance with ASTM C-476-02 and shall consist of one part portland cement, 2-1/2 parts sand, two parts pea gravel, and adequate water to produce a concrete with a slump of 8-11 inches, and shall have an ultimate compressive strength of at least 2000 psi in 28 days.

ADMIXTURES FOR GROUT:

A. Use Sika Grout Aid, or an equal approved in advance by the Owner’s Representative, in all grout for high-lift applications, following manufacturer’s recommendations as approved by the Owner’s Representative.

OTHER MATERIALS:

A. All Other materials, not specifically described but required for a complete and proper installation of concrete unit masonry, shall be as selected by the Contractor subject to the approval of the Owner’s Representative.

EXECUTION

3.1 MIXING MORTAR:

A. Use a mechanical mixer of one sack minimum capacity. Use measuring box for all volume measurements. Mix mortar at least three minutes after all materials have been added.

B. Mix only as much mortar as can be used in one hour after water has been first mixed into the match.

C. Do not re-temper mortar.

3.2 INSTALLATION:

A. General:

1. Lay up all walls in bond to match existing, plumb, level, and true to the lines and dimensions indicated on the Drawings.

2. Do not use chipped or broken units. If any such units are discovered in the finished wall, the Owner’s Representative may require their immediate removal and replacement with new units at no additional cost to the Owner.

B. Dampening:

1. Store all masonry units on the job so that they are kept off the ground and protected from the rain.

2. Wetting the units shall not be permitted except when hot and dry weather exists causing the units to be warm to the touch, and then the surface only may be wetted with a light fog spray.

C. Laying up:

1. Place all units in mortar with full shoved bed and head joints.

2. Align all vertical cells to maintain a clear, unobstructed system of flues.

3. Hold racking to an absolute minimum.

D. Reinforcement:

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ROSEVILLE AQUATICS COMPLEX RENOVATION
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CONCRETE MASONRY UNIT
04 22 23 - 3

1. Install all reinforcement as indicated on the drawings.

2. Fully embed reinforcement in grout, not in mortar or mortar joints.

3. Furnish and install all required metal accessories to ensure accurate alignment of steel during grout filling operations.

E. Tool all joints to a dense, smooth, concave surface, 3/8” thick, unless other tooling is indicated on Drawings. Tooling of the mortar joint should be done when its surface is thumb-print hard utilizing a jointer having a diameter slightly larger than the mortar joint width. Striking joints with the same degree of hardness produces uniform joint appearance.

Finishing is not only for appearance, but to seal the interface between mortar and masonry unit, while densifying the surface of the mortar joint.

3.3 GROUTING
A. Do not grout until masonry has cured at least 24 hours.

B. Consolidate all grout at time of pouring by puddling with a mechanical vibrator, filling all cells of the masonry, and then reconsolidating later by puddling before the plasticity is lost.

3.4 CLEANING UP:

A. Clean mortar from block each day.

B. Upon completion of the work of this Section, make a thorough inspection of all installed concrete unit masonry and verify that all units have been installed in accordance with the provisions of the Section. Make all necessary adjustments.

C. Clean all surfaces of concrete unit masonry as required for proper application of the specified finishes.

D. Upon completion of the work of this Section, promptly remove from the job site all mortar droppings, broken units, debris arising from the Work of this Section, and all tools and equipment of this Section, leaving all areas in a neat and orderly condition to the approval of the Owner’s Representative.

END OF SECTION 04 22 23
For Council Approval
Not for Bidding

ROSEVILLE AQUATICS COMPLEX RENOVATION
June 3, 2026

METAL FABRICATIONS
05 50 00 - 1
SECTION 05 50 00

METAL FABRICATIONS

GENERAL

1.1 SUMMARY
A. Provide and install all miscellaneous iron and steel items not specifically described in other sections of these specifications but required for a complete and operable facility as shown on the Drawings and specified herein.

1.2 GENERAL REQUIREMENTS
A. This Section shall be performed in accordance with the General Conditions, Supplementary Conditions and all Sections in Division 1 of these Specifications. These documents must be read with the other Contract Documents and Sections as a whole to complete the intent of the contract.

1.3 SUBMITTALS
A. Make submittals to the Owner’s Representative in accordance with the provisions of Section 01 33 23 of these specifications.

1.4 QUALITY ASSURANCE
A. Use only certified welders and the shielded arc process for all welding performed in connection with the work of this Section.

PRODUCTS

STEEL TUBING
A. All steel tubing shall be new, free from rust, and conforming with the requirements of ASTM A-500-B.

STEEL PLATE
A. All steel plate shall be new, free from rust, and conforming with the requirements of ASTM A-36.

STAINLESS STEEL PLATE AND SHEETS
A. All stainless steel plate shall be Type 304, new, and conforming with the requirements of ASTM A240.

BOLT AND NUTS
A. All bolts and nuts shall be new, free from rust, and conforming with the requirements of A307.

UNISTRUT METAL FRAMING
A. 1-5/8" P1000 unistrut metal framing system, or other sizes as specifically detailed on the Drawings, with associated fittings, nuts, clips, rods, etc. as required for detailed application.

Permagreen finish to accept paint.

PRIMER PAINT
A. All primer paint shall be compatible with the finish coats specified in Section 099100 of these Specifications except that, where no finish coats are required, all primer paint shall be "Tnemec 99R", a primer meeting the requirements of Federal Specification TT-P-615(d), type I, or an equal approved in advance by the Owner’s Representative.

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ROSEVILLE AQUATICS COMPLEX RENOVATION
June 3, 2026

METAL FABRICATIONS
05 50 00 - 2

OTHER MATERIALS
A. All other materials, not specifically described but required for a complete and proper installation of miscellaneous metal, shall be new, free from rust, best quality of their respective kinds, and subject to the approval of the Owner’s Representative.

EXECUTION

3.1 SURFACE CONDITIONS
A. Make all required measurements in the field to ensure proper and adequate fit of miscellaneous metal items.

B. Verify that miscellaneous metal may be fabricated and installed in strict accordance with the original design and the approved Shop Drawings.

3.2 FABRICATION
A. Fabricate all miscellaneous metal in strict accordance with the approved Shop Drawings and the referenced standards.

B. Insofar as possible, shop prefabricate all items complete and ready for installation.

C. Welding

1. Unless otherwise indicated on the Drawings, weld all shop connections.

2. Make all joints and intersections of metal tight fitting and securely fastened.

3. Make all work square, plumb, straight and true.

4. All welds to be ground smooth.

5. Reference AWS D1.1 for types of materials being welded.

D. Holes

1. Drill or punch all holes required for all the attachment of work of other trades for bolted connections.

2. Burned holes are not acceptable.

E. Workmanship

1. Form exposed work true to line and level with accurate angles and surfaces and straight, sharp edges.

2. Ease exposed edges to a radius of approximately 1/32 inch, unless indicated otherwise.

3. Form bent-metal corners to the smallest radius possible without causing grain separation or otherwise impairing the work.

4. Weld corners and seams continuously, complying with AWS recommendations. At exposed connections, grind exposed welds smooth and flush to match and blend with adjoining surfaces. Welds to be imperceptible in finished work.

5. Form exposed connections with hairline joints, flush and smooth, using concealed fasteners wherever possible.

F. Assemblies

1. Use materials of sizes and thickness indicated or required to produce strength and durability in finished product for use intended.

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ROSEVILLE AQUATICS COMPLEX RENOVATION
June 3, 2026

METAL FABRICATIONS
05 50 00 - 3

2. Work to dimensions indicated.

3. Fit and shop assemble in largest practical sections for delivery to site.

4. Cut, reinforce, drill and tap miscellaneous metal work as required to receive finished hardware and similar items.

5. Exposed mechanical fasteners: When application will not permit concealed fasteners, locate exposed fasteners in unobtrusive manner, consistent with design of component, except where specifically noted otherwise. Use Phillips flat-head countersunk screws or bolts for exposed fasteners.

6. Supply components required for anchorage of fabrications. Fabricate anchors and related components of same material and finish as fabrication, except where specifically noted otherwise.

7. Fabricate joints exposed to the weather to be weather tight and provide weep holes as required.

G. Continuously seal joined members by continuous welds.

3.3 SHOP PAINTING
A. Preparation

1. Thoroughly clean all metal as described in Section 09 91 00 of these Specifications

2. Provide all required protection for metal to be encased in concrete to prevent accumulation of deleterious foreign material.

B. Shop prime all steel except:

1. Stainless steel

2. Steel to be encased in concrete or masonry.

3. Surfaces to be welded.

4. Steelwork which will be concealed by interior finish.

3.4 ERECTION
A. Erect and install all miscellaneous metal in strict accordance with the Drawings, the approved Shop Drawings, and the referenced standards, aligning straight, plumb, and level within a tolerance of one in 200.

B. After the erection and installation are complete, touch-up all shop priming coats damaged during transportation and erection, using the priming paint specified for shop priming.

END OF SECTION 05 50 00
For Council Approval
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ROSEVILLE AQUATICS COMPLEX RENOVATION
May 4, 2026

ROUGH CARPENTRY
06 10 00 - 1
SECTION 06 10 00

ROUGH CARPENTRY

GENERAL

1.1 SUMMARY
A. Provide and install rough carpentry work as shown on the Drawings and specified herein.

1.2 GENERAL REQUIREMENTS
A. This Section shall be performed in accordance with the General Conditions, Supplementary Conditions, and all Sections in Division 1 of these Specifications. These documents must be read with the other Contract Documents and Sections as a whole to complete the intent of the contract.

1.3 SUBMITTALS
A. Make submittals to the Owner’s Representative in accordance with the provisions of Section 01 33 23 of these specifications.

1.4 PROJECT CONDITIONS
A. Delivery and Storage: Keep materials under cover and dry. Protect against exposure to weather and contact with damp or wet surfaces. Stack lumber as well as plywood and other panels; provide for air circulation within and around stacks and under temporary coverings, including polyethylene and similar materials.

1. For lumber and plywood pressure-treated with waterborne chemicals, sticker between each course to provide air circulation.

1.5 PROJECT CONDITIONS
A. Coordination: Fit carpentry work to other work; scribe and cope as required for accurate fit.

Correlate the location of furring, nailers, blocking, grounds, and similar supports to allow attachment of other work.

PRODUCTS

LUMBER, GENERAL
A. Lumber Standards: Manufacture lumber to comply with PS 20 "American Softwood Lumber Standard" and with applicable grading rules of inspection agencies certified by the American Lumber Standards Committee's (ALSC) Board of Review.

B. Inspection Agencies: Inspection agencies and the abbreviations used to reference lumber grades and species include the following:

1. RIS Redwood Inspection Service.

2. WCLIB West Coast Lumber Inspection Bureau.

3. WWPA Western Wood Products Association.

C. Grade Stamps: Factory-mark each piece of lumber with a grade stamp of the inspection agency evidencing compliance with grading rule requirements and identifying the grading agency, grade, species, moisture content at the time of surfacing, and mill.

1. For exposed lumber, apply grade stamps to the ends or back of each piece, or omit grade stamps entirely and issue a certificate of grade compliance from the inspection agency in lieu of a grade stamp.

For Council Approval
Not for Bidding

ROSEVILLE AQUATICS COMPLEX RENOVATION
May 4, 2026

ROUGH CARPENTRY
06 10 00 - 2
D. Nominal sizes are indicated, except as shown by detail dimensions. Provide actual sizes as required by PS 20 for the specified moisture content for each use.

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

2. Provide seasoned lumber with 19 percent maximum moisture content at time of dressing and shipment for sizes 2" or less in nominal thickness, unless otherwise indicated.

DIMENSION LUMBER
A. For light framing, provide material complying with the following requirements:

1. Douglas Fir, grade as shown on drawings.

B. For exposed framing lumber, provide material complying with the following requirements:

1. Definition: Exposed framing refers to dimension lumber that is not concealed by other work and is indicated to receive a stained or natural finish.

2. Grading: Hand select material at the factory from lumber of the species and grade indicated below for compliance with the "Appearance" grade requirements of the ALSC National Grading Rule; issue an inspection certificate from the inspection agency for the selected material.

3. Same species and grade as indicated for structural framing.

TIMBERS
A. For timbers (5" and thicker), provide material complying with the following requirements:

1. Douglas Fir Select, grade as shown on drawings.

2. Free of heart center.

BOARDS
A. Exposed Boards: Where boards will be exposed in the finished work, provide the following:

1. Moisture Content: 15 percent maximum, "MC-15".

2. Where a transparent or natural finish or no finish is indicated, provide Redwood, Select Heart Grade (RIS).

3. Where painted finish is indicated, provide Select Merchantable Boards per WCLIB rules, or No. 2 Common Boards & Better per WWPA rules.

MISCELLANEOUS LUMBER
A. Provide wood for support or attachment of other work, including rooftop equipment, curbs, and support bases, cant strips, bucks, nailers, blocking, furring, grounds, stripping, and similar members. Provide lumber of sizes indicated, worked into shapes shown, and as follows:

1. Moisture content: 19 percent maximum for lumber items not specified to receive wood preservative treatment.

2. Grade: Standard Grade light framing size lumber of any species or board size lumber as required. No. 3 Common or Standard grade boards per WCLIB or WWPA rules, or No. 3 boards per SPIB rules.

CONSTRUCTION PANELS
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ROSEVILLE AQUATICS COMPLEX RENOVATION
May 4, 2026

ROUGH CARPENTRY
06 10 00 - 3
A. Construction Panel Standards: Comply with PS 1 "U.S. Product Standard for Construction and Industrial Plywood" for plywood panels and, for products not manufactured under PS 1 provisions, with American Plywood Association (APA) "Performance Standard and Policies for Structural-Use Panels", Form No. E445.

B. Trademark: Factory-mark each construction panel with the APA trademark, evidencing compliance with grade requirements.

C. Concealed APA Performance-Rated Panels: Where construction panels will be used for the following concealed types of applications, provide APA Performance-Rated Panels complying with requirements indicated for grade designation, span rating, exposure durability classification, edge detail (where applicable), and thickness.

1. Roof Sheathing: APA RATED SHEATHING.
a. Exposure Durability Classification: EXPOSURE 1.
b. Span Rating: As required to suit rafter spacing indicated.

D. Plywood Backing Panels: For mounting electrical or telephone equipment, provide fireretardant treated plywood panels with grade designation, APA C-D PLUGGED INT with exterior glue, in thickness indicated, or, if not otherwise indicated, not less than 15/32".

FASTENERS AND ANCHORAGE
A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering metal connectors that may be incorporated in the work include, but are not limited to, the following:

1. Simpson Company

2. Silver Metal Products

3. Mitek (USP)
B. All fasteners coming in direct contact with treated wood in exterior applications subject to liquid water shall be “ZMAX” by Simpson Company or equal.

C. Use common wire nails throughout. Pre-drill if required to prevent wood from splitting. Hotdip galvanize all wire nails that are exposed to weather and/or treated wood.

D. Machine bolts: Hexhead conforming to ASTM A307 with malleable washers under head and/or nut when bearing against wood unless otherwise noted. Hot-dipped galvanized for bolts, nuts, and washers in contact with pressure-treated lumber.

E. Power Driven Fasteners: Simpson, Dewalt, or HILTI installed as detailed in size, number, and type shown or recommended in the manufacturer's printed literature for use intended.

F. Wood Screws: Bright Steel.

G. Lag Screws: Hexhead with gimlet point.

MISCELLANEOUS MATERIALS
A. Building Paper: ASTM D 226, Type I; asphalt-saturated felt, non-perforated, 15-lb. type.

B. Air Infiltration Barrier: Provide 6.1 mil thick fabric composed of very fine, high density polyethylene fibers with vapor transmission rate of 51.30 grams per 100 sq. in. in 24 hours; weight of 8.81 lbs. per 1000 sq. ft.; bursting strength of 105 psi; tear resistance of 32.5 lbs. for length, 24.8 lbs. for width; air porosity of 7.6 seconds; water resistance of 99.3 cm of water head.

1. Product: Subject to compliance with requirements, provide Tyvek; Textile Fibers Dept., DuPont Co.

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ROSEVILLE AQUATICS COMPLEX RENOVATION
May 4, 2026

ROUGH CARPENTRY
06 10 00 - 4

WOOD TREATMENT BY PRESSURE PROCESS
A. Preservative Treatment: Where lumber or plywood is indicated as "PT" or "Treated," or is specified herein to be treated, comply with the applicable requirements of AWPB Standards listed below. Mark each treated item with the AWPB Quality Mark Requirements.

1. Pressure-treat above-ground items with water-borne preservatives to comply with AWPB U1. After treatment, kiln-dry lumber and plywood to a maximum moisture content, respectively, of 19 percent and 15 percent. Treat indicated items and the following:
a. Wood cants, nailers, curbs, equipment support bases, blocking, stripping, and similar members in connection with roofing, flashing, vapor barriers, and waterproofing.
b. Wood sills, ledgers, sleepers, blocking, furring, stripping, and similar members in contact with masonry or concrete.
c. Wood framing members less than 18" above grade.
d. Wood floor plates installed over concrete slabs directly in contact with earth.

2. Complete fabrication of treated items prior to treatment, where possible. If cut after treatment, coat cut surfaces with a heavy brush coat of the same chemical used for treatment. Inspect each piece of lumber or plywood after drying and discard damaged or defective pieces.

3. For treated lumber exposed to view (decks, railings, siding, etc.), use a clear “noncolored preservative, CSI 'Preserve' or equal.

EXECUTION

3.1 INSTALLATION, GENERAL
A. Discard units of material with defects that might impair the quality of work, and units that are too small to use in fabricating work with minimum joints or optimum joint arrangement.

B. Set carpentry work to required levels and lines, with members plumb and true to line, and cut and fitted.

C. Securely attach carpentry work to substrate by anchoring and fastening as shown and as required by recognized standards. Countersink nailheads on exposed carpentry work and fill the holes.

D. Use common wire nails, except as otherwise indicated. Use finishing nails for finish work.

Select fasteners of a size that will not penetrate members where the opposite side will be exposed to view or will receive finish materials. Make tight connections between members.

Install fasteners without splitting wood; predrill as required.

E. Do not cut or notch structural members except as shown on drawings.

3.2 WOOD GROUNDS, NAILERS, BLOCKING, AND SLEEPERS
A. Provide wherever shown and where required for screeding or attachment of other work.

Form to shapes as shown and cut as required for the true line and level of work to be attached. Coordinate location with other work involved.

B. Attach to substrates as required to support applied loading. Countersink bolts and nuts flush with surfaces, unless otherwise indicated. Build into masonry during the installation of masonry work. Where possible, anchor to formwork before concrete placement.

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ROSEVILLE AQUATICS COMPLEX RENOVATION
May 4, 2026

ROUGH CARPENTRY
06 10 00 - 5

3.3 WOOD FURRING
A. Install plumb and level with closure strips at edges and openings. Shim with wood as required for the tolerance of finished work.

1. Firestop furred spaces on walls at each floor level and at the ceiling line of the top story, with wood blocking or noncombustible materials, accurately fitted to close furred spaces.

B. Furring to Receive Plywood Paneling: Unless otherwise indicated, provide 1" x 3" furring at 2' o.c., horizontally and vertically. Select furring for freedom from knots capable of producing bent-over nails and resulting damage to paneling C. Furring to Receive Gypsum Drywall: Unless otherwise indicated, provide 1" x 2" furring at 16" o.c., vertically.

D. Furring to Receive Plaster Lath: Unless otherwise indicated, provide 1" x 2" furring at 16" o.c., vertically.

E. Suspended Furring: Provide size and spacing shown, including hangers and attachment devices. Level to a tolerance of 1/8" in 10', except 1/4" in 10' for thick-coat plaster work.

3.4 WOOD FRAMING, GENERAL
A. Provide framing members of sizes and on spacings shown, and frame openings as shown, or if not shown, comply with recommendations of "Manual for House Framing" of National Forest Products Association (N.F.P.A). Do not splice structural members between supports.

B. Anchor and nail as shown, and to comply with the Building Code.

C. Firestop concealed spaces of wood-framed walls and partitions at each floor level and at the ceiling line of the top story. Where firestops are not automatically provided by the framing system used, use closely fitted wood blocks of nominal 2" thick lumber of the same width as framing members.

3.5 STUD FRAMING
A. General: Provide stud framing of size and spacing indicated or, if not otherwise indicated, of the following sizes and spacings. Arrange studs so that the wide face of the stud is perpendicular to the direction of the wall or partition, and the narrow face is parallel. Provide single bottom plate and double top plates using 2" thick members with widths equaling that of studs; except single top plate may be used for non-load-bearing partitions. Nail or anchor plates to the supporting construction.

B. Sills

1. Set the level to 1/16 inch in 6 feet. Grout shall be used when necessary to achieve full bearing.

2. Secure sills with 5/8-inch anchor bolts embedded in the structural slab a minimum of 8 inches, spaced a maximum of 4 feet on center. Locate one bolt 6 inches minimum and 12' maximum from each end and 9 inches to each side of notches for pipes—two bolts minimum per sill piece. Provide additional or other anchorage as required on the drawings.

3. Sills shall be set to the exact dimensions shown on the drawings with a tolerance of 1/2 inch in either direction. The Owner’s Representative shall be immediately notified if this condition would be violated.

4. Allow no crooks or waves in sills that will not provide a straight line for stud work.

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ROSEVILLE AQUATICS COMPLEX RENOVATION
May 4, 2026

ROUGH CARPENTRY
06 10 00 - 6
C. Construct corners and intersections with not less than 3 studs. Provide miscellaneous blocking and framing as shown and as required for support of facing materials, fixtures, specialty items, and trim.

1. Provide continuous horizontal blocking row at mid-height of single-story partitions over 8' high and at midpoint of multi-story partitions, using 2" thick members of the same width as walls or partitions.

3.6 RAFTER FRAMING
A. Rafters: Provide member size and spacing shown. Notch to fit exterior wall plates and toenail or use special metal framing anchors. Double rafters to form headers and trimmers at openings in roof framing (if any), and support with metal hangers. Where rafters abut at the ridge, place directly opposite each other and nail to the ridge member, or use metal ridge hangers.

B. Provide special framing as shown for eaves, overhangs, dormers, and similar conditions, if any.

3.7 TIMBER FRAMING
A. Provide wood beams and girders of the size and spacing shown. Install with crown edge up and provide not less than 4" bearing on supports. Provide continuous members unless shown; tie together over supports if not continuous.

B. Where beams or girders are framed into pockets of exterior concrete or masonry walls, provide 1/2" air space between sides and ends of wood members and supporting wall.

C. Where built-up beams or girders of nominal 2”-dimension lumber on edge are shown, fasten together with 2 rows of 20d nails spaced not less than 32" o.c. Locate one row near the top edge and another near the bottom edge. Locate end joints in members over supports; for continuous members, stagger ends at quarter points between supports.

D. Provide wood posts of the sizes shown. Provide metal anchoring and attachment devices as shown.

3.8 STRUCTURAL PLYWOOD SHEATHING (ROOF)
A. Install plywood with face grain perpendicular to supports. Stagger joints parallel to the short axis.

B. Allow 1/16-inch maximum space between end joints and 1/8 inch at edge joints for expansion and contraction of panels. If wet conditions are present, double these spacings.

C. Suitable edge support shall be provided where indicated on the Drawings by lumber blocking between joists.

D. Panel end joints shall occur over framing.

E. See Drawings for nailing requirements. Nail heads shall be driven flush with the plywood face. All joints of plywood shall be on solid bearing. Surfaces shall be free from warp, twist, buckles, holes, and other defects. Sheathing shall be applied with joints in locations shown on drawings.

3.9 INSTALLATION OF CONSTRUCTION PANELS
A. General: Comply with applicable recommendations contained in Form No. E 30F, "APA Design/Construction Guide - Residential & Commercial," for types of construction panels and applications indicated.

B. Fastening Methods: Fasten panels as indicated below:

1. Sheathing: Nail to framing.

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ROSEVILLE AQUATICS COMPLEX RENOVATION
May 4, 2026

ROUGH CARPENTRY
06 10 00 - 7

2. Fill and sand edge joints of underlayment receiving resilient flooring.

3. Plywood Backing Panels: Nail to supports.

3.10 AIR INFILTRATION BARRIER
A. Cover wall sheathing with an air infiltration barrier to comply with the manufacturer’s printed directions.

3.11 ROUGH HARDWARE
A. Nails and Spikes

1. Nailing of wood members shall conform to UBC Table 25-Q as indicated. Box nails are not permitted.

2. Penetration: Half-length of nail into the piece receiving point.

3. Do not drive nails closer together than half their length, nor closer to the edge of the piece of lumber than 1/4 their length.

4. Spacing and size of nails to be such that splitting will not occur. Prebore holes for nails wherever necessary to prevent splitting. Bore diameter of holes smaller than the diameter of the nail or spike (3/4 dia.).

5. Use galvanized staples throughout.

6. Use galvanized nails where exposed to weather.

7. Use hot-dipped galvanized or stainless-steel nails where in contact with treated wood.

B. Screws

1. Screws are to be turned into place, not driven. Use self-tapping screws where required for fastening to metal framing.

2. Countersink where heads will interfere or as required.

3. Screw bore holes the same diameter and depth as the shank; bore holes for the threaded portion of the screws with a bit no larger than the base of the thread.

4. Use galvanized or cadmium-plated screws on all fastenings exposed to weather.

5. Use hot-dipped galvanized or stainless-steel screws where in contact with treated wood.

C. Bolts

1. Install bolts in drilled holes the diameter of the bolt, plus 1/16-inch oversize.

2. Bolting of wood members shall conform to UBC requirements and as called for on Drawings.

3. Washers: Provide all bolts bearing on wood, unless noted otherwise on at Drawings, with malleable iron washers under heads and nuts.

4. Use hot-dipped galvanized bolts, nuts, and washers where exposed to weather and/or treated wood.

D. Lag Bolts

1. Install lag bolts in lead holes. Drill holes with the same diameter and depth as the shank. Then drill a hole with the same diameter as the base thread for the threaded portion. Use malleable iron washers as required for the same bolt size.

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ROSEVILLE AQUATICS COMPLEX RENOVATION
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ROUGH CARPENTRY
06 10 00 - 8

2. The threaded portion of the screw shall be inserted in its lead hole by turning with a wrench, not by driving with a hammer. Malleable iron washers shall be provided under the heads of lag bolts that bear on wood.

3. Use hot-dipped galvanized or stainless-steel lag bolts where in contact with treated wood.

E. Powder Driven Pins

1. Sill plate of interior non-bearing partitions bearing directly on the concrete floor may be attached with powder-driven pins.

2. Pin shall be 2 7/8 inches long, have a shank diameter of 0.157 inches, and a head diameter of 0.300 inches with a 0.070-inch-thick washer that has a washer bearing area of 0.767 inches and spaced not more than 32 inches apart. Pins shall be mechanically galvanized.

3. There shall be a minimum of two pins for each piece of sill plate.

F. Pneumatic Gun Nailing

1. Pneumatic gun nails shall be nails with the same diameter as common nails, with penetration into framing as follows:
a. 6d 1-1/4 inches
b. 8d 1-12 inches
c. 10d 1-5/8 inches
d. 16d 1-3/4 inches

2. Minimum edge distance of nail from edge of plywood and framing shall be 3/8”.

3. Spacing of nails shall be as specified for common nails.

4. “Shiners” or nails that do not penetrate framing or blocking shall be removed and replaced.

5. Under driving of nails with the pneumatic gun will require the nail to be driven with a hammer so that the head of the nail is flush with the top surface of plywood.

6. Overdriving of pneumatic gun nails such that the head of the nail is more than 1/32" below the top surface of plywood shall not be permitted and will result in rejection of that portion of the work.

7. Walls with structural plywood on both faces shall have pneumatic gun nailing on one face only.

END OF SECTION 06 10 00
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ROSEVILLE AQUATICS COMPLEX RENOVATIONS
May 4, 2026

ARCHITECTURAL WOOD CASEWORK
06 41 00 - 1
SECTION 06 41 00

ARCHITECTURAL WOOD CASEWORK

GENERAL

1.1 SUMMARY
A. Provide and install cabinetry as shown on the Drawings and specified herein.

1.2 GENERAL REQUIREMENTS
A. This Section shall be performed in accordance with the General Conditions, Supplementary Conditions and all Sections in Division 1 of these Specifications. These documents must be read with the other Contract Documents and Sections as a whole to complete the intent of the contract.

1.3 SUBMITTALS
A. Make submittals to the Owner’s Representative in accordance with the provision of Section 013323 of these specifications. The Owner’s Representative shall be the sole judge as to the acceptability of all products submitted in accordance with the provisions of Section 012500 of these specifications.

B. Fabrication (shop) drawings shall meet the standards set forth by the Woodwork Institute.

A sample of shop drawings meeting these requirements can be found here:
http://woodworkinstitute.com/architectural-resources/shop-drawings/.

1.4 INDOOR AIR POLLUTANT CONTROL REQUIREMENTS
A. Composite wood products used for finish carpentry shall contain no added urea formaldehyde resins. Laminating adhesives used to fabricate composite wood finish carpentry assemblies shall contain no added urea formaldehyde resins.

1. Documentation: Verification of compliance shall include one of the following:
a. Product certifications and specifications.
b. Chain of custody certifications.
c. Other methods acceptable to the local enforcement agency.

B. Per Table 5.504.4.1 of the 2022 California Green Building Standards Code, adhesives, sealants and caulks used on the project shall meet the requirements of the following standards.

1. Adhesives, adhesive bonding primers adhesive primers, sealants, sealant primers and caulks shall comply with local or regional air pollution control or air quality management district rules where applicable, or SCAQMD Rule 1168 VOC limits, as shown in Tables

5.504.4.1 and 5.504.4.2 of the 2022 California Green Building Standards Code. Such products also shall comply with the Rule 1168 prohibition on the use of certain toxic compounds (chloroform, ethylene dichloride, methylene chloride, perchloroethylene and trichloroethylene.

1.5 ENVIRONMENTAL LIMITATIONS
A. Do not deliver or install woodwork until building is enclosed, wet work is completed, and HVAC system is operating.

1.6 QUALITY CONTROL
A. Install work in this section in accordance with the latest published edition of North American Architectural Woodwork Standards (NAAWS) published by WI and AWMAC.

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ARCHITECTURAL WOOD CASEWORK
06 41 00 - 2

PRODUCTS

MATERIALS
A. Softwood Plywood: DOC PS 1. Veneer core plywood shall be a non-telegraphing hardwood.

B. Solid-Surfacing Material: Homogeneous solid sheets of filled plastic resin complying with ISFA 2-01.

1. Products: Corian

2. Thickness: ½ inch (12.7 mm)

ACCESSORY MATERIALS
A. Furring, Blocking, Shims, and Hanging Strips: Softwood or hardwood lumber, kiln dried to 15 percent moisture content.

INTERIOR CASEWORK
A. Solid-Surfacing Material Countertops: Premium grade.

1. Solid-Surfacing Material Thickness: 1/2 inch (13 mm) thick.

2. Fabricate tops in one piece with shop-applied backsplashes and edges.

3. To be installed with undermount sinks

EXECUTION

3.1 EXAMINATION
A. Verify the adequacy and proper location of any required backing or support framing.

B. All wood or metal frame construction shall be constructed with continuous in wall blocking of either 3x6 flat Douglas Fir or 16 GA x 6” wide, 50 KSI sheet metal provided in accordance with the location requirements included on the fabricator / installer’s shop drawings.

Responsibility for blocking installation shall be that of the wall fabricator.

C. Verify that mechanical, electrical, plumbing and other building components effecting work in this section are in place and ready.

3.2 INSTALLATION
A. Install all work in conformance with the North American Architectural Woodwork Standards, latest edition.

1. Installation shall conform to the NAAWS Grade of the items being installed.

B. All work shall be secured in place square, plumb and level.

C. All work abutting other building components shall be properly scribed.

D. Mechanical fasteners used at exposed and semi-exposed surfaces, excluding installation attachment screws and those securing cabinets end to end, shall be countersunk.

E. Equipment cutouts shown on plans shall be cut by the installer.

3.3 ADJUSTING AND TOUCHUP
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ARCHITECTURAL WOOD CASEWORK
06 41 00 - 3
A. Before completion of the installation, the installer shall adjust all moving and operation parts to function smoothly and correctly.

B. All nicks, chips and scratches in the finish shall be filled and retouched. Damaged items which cannot be repaired shall be replaced.

3.4 CLEAN UP
A. Upon completion of installation the installer shall clean all installed items of pencil and ink marks, and broom clean his area of operation, depositing debris in containers provided by the general contractor.

3.5 FINAL INSPECTION
A. Prior to final inspection and acceptance by the Owner’s Representative, completely check each installed item and adjust for proper operation.

B. Comply with inspection requirements for the WI Compliance Program specified. (reference Section 1.6 above).

C. In the event that such inspection determines that architectural woodwork, or any part of it does not comply with the referenced standards, immediately remove the non-complying items and immediately replace them with items complying with the referenced standards and these Specifications, all at no additional cost to the Owner.

END OF SECTION 06 41 00
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ROSEVILLE AQUATICS COMPLEX RENOVATION
May 4, 2026

QUARTZ SHOWER PANELS
06 61 13 - 1
SECTION 06 61 19

QUARTZ SHOWER PANELS

GENERAL
• 1.1 Summary: Provide all labor, materials, and equipment for the fabrication and installation of Corian® Quartz vertical shower wall panels, including corners, niches, and trim as specified. • 1.2 References:
a. ASTM D790 - Flexural Strength and Modulus.
b. ASTM C170 - Compressive Strength.
c. ASTM E84 - Surface Burning Characteristics (Class A). d. ANSI Z124.3 - Wear and Cleanability.
• 1.3 Submittals:
a. Submit 4" x 4" or larger samples showing the full range of color and pattern variation. b. Submit shop drawings to Owner’s Representative showing seam locations, waterproofing details, and cutouts for plumbing fixtures.
• 1.4 Quality Assurance:
a. Fabricator/Installer must be authorized by Corian® Design. b. Installers must comply with manufacturer's "Design, Safety, and Fabrication" guide. • 1.5 Project Conditions:
a. Maintain temperature and humidity in the installation area as recommended by adhesive manufacturer.
b. Verify substrate is plumb and stable.

PRODUCTS
• 2.1 Manufacturer: Corian® Design, www.corianquartz.com. • 2.2 Materials:
a. Product: Corian® Quartz (formerly Zodiaq®) surfacing, non-porous agglomerate. b. Thickness: 2 cm (3/4 inch)
c. Trim / Edges: Half bullnose, as shown on drawings
d. Color/Pattern: As shown on drawings.
• 2.3 Fabrication:
a. Fabricate panels in the shop to field-measured dimensions. b. Corners: 1/16" minimum gap, filled with color-coordinated silicone. c. Seams: Inconspicuous, 1/16" nominal width, using color-matched epoxy adhesive. • 2.4 Accessories:
a. Adhesive: High-strength, neutral cure silicone or polyurethane adhesive recommended for quartz-to-substrate bonding, Adiseal or Equal.
b. Sealant: Color-matched, mildew-resistant silicone sealant For Council Approval
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ROSEVILLE AQUATICS COMPLEX RENOVATION
May 4, 2026

QUARTZ SHOWER PANELS
06 61 13 - 2

EXECUTION
• 3.1 Examination:
a. Verify substrate is structural, dry, and clean, with a maximum 1/8" deviation over 10 feet. • 3.2 Installation:
a. Layout: Install ceiling panels first, followed by back panels, side panels last. b. Adhesion: Apply adhesive in a large "S" pattern on the back of the panel, leaving 1-inch gaps for air movement, or per manufacturer's instructions. c. Expansion: Allow a 1/16" (1.5mm) minimum gap at corners and any intersecting surfaces to allow for expansion.
d. Corners: Do not use hard epoxy adhesive in corners. Use only silicone sealant. e. Sealing: Seal all perimeter joints, corners, and plumbing penetrations with color-matched silicone.
• 3.3 Cleaning and Protection:
a. Clean surfaces with non-abrasive soap and water.
b. Protect finished installation from damage by other trades END OF SECTION 06 61 19
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ROSEVILLE AQUATICS COMPLEX RENOVATION
May 4, 2026

WATERPROOFING
07 14 00 - 1
SECTION 07 14 00

WATERPROOFING

GENERAL

1.1 SUMMARY
A. Provide a composite waterproofing membrane system consisting of a liquid-applied synthetic rubber emulsion and reinforcing fabric.

1.2 GENERAL REQUIREMENTS
A. This Section shall be performed in accordance with the General Conditions, Supplementary Conditions and all Sections in Division 1 of these Specifications. These documents must be read with the other Contract Documents and Sections as a whole to complete the intent of the contract.

1.3 SUBMITTALS
A. Make submittals to the Owner’s Representative in accordance with the provisions of Section 01 33 23 of these specifications.

1.4 QUALITY ASSURANCE
A. Qualifications of installers: Provide at least one person who shall be present at all times during execution of this portion of the Work and who shall be thoroughly experienced in installation of the specified products and shall direct all work performed under this Section.

The applicator shall be approved by Dex-O-Tex to apply Barrier-Guard FRM and SC Membrane.

B. Manufacturer's certification: Prior to start of installation of the work of this Section, secure a visit to the job site by a representative of the manufacturer of the waterproofing materials used, who shall inspect and shall certify:

1. That the surfaces to which waterproofing was applied were in condition suitable for that application.

2. That the materials installed complied in all respects with the requirements of this Section of these Specifications.

3. That the materials were installed in complete accordance with the manufacturer's current recommendations.

PRODUCTS

2.1 WATERPROOFING (FLOOR AND BASE)
A. Basis of Design: Dex-O-Tex, Cheminert SC Membrane
B. MATERIALS
a. Membrane: 100%-solids, epoxy membrane.
b. Reinforcement: Woven fiberglass cloth at joints.
c. Physical Properties:

1. Thickness: 30-40 mils (dry film thickness).

2. Flexibility: Must remain waterproof over 1/16” cracks.

3. VOC Content: Zero VOC.

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ROSEVILLE AQUATICS COMPLEX RENOVATION
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WATERPROOFING
07 14 00 - 2

2.2 WATERPROOFING (SHOWER WALLS)
A. Basis of Design: Dex-O-Tex, Barrier-Guard FRM
B. MATERIALS
a. Membrane Composition: Synthetic rubber emulsion, water-based, VOC compliant. b. Reinforcement: Synthetic fabric reinforcement.
c. Performance Characteristics (Combined System):

1. Thickness: 100-150 mils Dry Film Thickness (DFT).

2. Crack Resistance: Designed to handle non-structural cracks

EXECUTION

3.1 SUBSTRATE PREPARATION
A. Concrete: Structural, cured (28 days), clean, and free of laitance or contaminants.

B. Moisture Content: Verify moisture vapor transmission (MVT) does not exceed limits (typically <3.0 lbs/1000 SF/24hr).

C. Surface Defects: Remove loose material and repair with epoxy or cementitious patch.

3.2 INSTALLATION (FLOORS AND BASE)
A. Prime: Apply manufacturer-approved primer to the substrate.

B. Membrane: Apply SC Membrane by squeegee, roller, or spray, ensuring 30-40 mils thickness (approx. 40-50 sq. ft. per gallon)
C. Vertical Application: Apply in successive coats if needed to achieve thickness without sagging.

D. Detail Work: Extend membrane 6 inches up vertical surfaces (bases/curbs) to form a monolithic, positive-side waterproof seal.

E. Overlap: Lap membrane a minimum of 2 inches at all edges.

3.3 INSTALLATION (WALLS)
A. Priming: Apply manufacturer-approved primer to the substrate.

B. Application: Apply first coat of Barrier-Guard liquid, embed reinforcing fabric, and apply second coat to encapsulate fabric.

C. Detail Work: Cover entire wall, lapping over SC Membrane D. Thickness: Ensure total dry thickness of 100-150 mil

3.4 OVERLAP INSTALLATION: SC Membrane will be lapped by the Barrier-Guard FRM. SC Membrane to first receive a silica broadcast to create a mechanical tooth. Apply SC Membrane at 30 mils “neat”, then apply another 10 mills with a 30 mesh silica broadcast. Vacuum excess silica before applying Barrier-FRM over SC Membrane.

3.3 PROTECTION
A. Prevent contamination and damage until fully cured.

B. Do not expose to temperatures outside range of manufacturer's recommendations.

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WATERPROOFING
07 14 00 - 3
END OF SECTION 07 14 00
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ROSEVILLE AQUATICS COMPLEX RENOVATION
May 4, 2026

SHEET METAL FLASHING AND TRIM
07 62 00 - 1
SECTION 07 62 00

SHEET METAL FLASHINGS AND TRIM

GENERAL

1.1 SUMMARY
A. Provide and install all flashing and sheet metal not specifically described in other Sections of these Specifications but required to prevent penetration of water through exterior shell of the buildings and specified herein.

1.2 GENERAL REQUIREMENTS
A. This Section shall be performed in accordance with the General Conditions, Supplementary Conditions and all Sections in Division 1 of these Specifications. These documents must be read with the other Contract Documents and Sections as a whole to complete the intent of the contract.

1.3 SUBMITTALS
A. Make submittals to the Owner’s Representative in accordance with the provisions of Section 01 33 23 of these specifications.

1.4 QUALITY ASSURANCE
A. All sheet metal work shall be fabricated and installed per the standard details and specifications as illustrated in Sheet Metal Manual by Sheet Metal and Air Conditioning National Association, Inc. (SMACNA).

PRODUCTS

METAL DOOR LOUVERS
A. Provide metal louvers cut-into existing doors as shown on the Drawings.

B. Basis of design as manufactured by National Guard Products Inc (800) 647-7874, Model L700-RX No Vision Door Louver for 13/4” thick doors, or equal. Size as required for minimum free area as shown on the Drawings.

C. Door louvers shall be an inverted “V” blade 24 Ga Steel with hemmed edges; frame 18 ga Galvanneal A40 Steel; with mitered and welded corners with reinforcing clips; Prime Coated for field paint application.

D. Provide with aluminum insect screen.

MATERIALS AND GAUGES
A. Where sheet metal is required and no material or gauge is indicated on the Drawings, furnish and install the highest quality and gauge commensurate with the referenced standards. All miscellaneous sheet metal shall be galvanized.

GALVANIZED IRON
A. Sheet metal or iron shall be standard brand of open-hearth copper-bearing steel, coppermolybdenum iron, or pure iron sheets.

B. Zinc coating

1. All galvanized sheets shall have a zinc coating applied by hot-dip process to all surfaces.

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SHEET METAL FLASHING AND TRIM
07 62 00 - 2

2. Zinc coating shall weigh not less than 1-1/4 ounces per square foot nor more than 1- 1/2 ounces per square foot of surfaces covered and shall conform with ASTM A-93.

NAILS, RIVETS, AND FASTENERS
A. Use only soft iron rivets having rust-resistive coating, galvanized hot-dipped nails, and cadmium plated screws and washers in connection with galvanized iron and steel.

FLUX
A. All flux used for galvanized iron or steel shall be raw muriatic acid.

SOLDER
A. All solder used on galvanized sheet steel shall conform with the current ASTM B-32.

OTHER MATERIALS
A. All other materials, not specifically described but required for a complete and proper installation of flashing and sheet metal, shall be new, first quality of their respective kinds and subject to the approval of the Owner’s Representative.

EXECUTION

3.1 WORKMANSHIP
A. General

1. Form all sheet metal accurately to the dimensions and shapes required, finishing all molded and broken surfaces with true, sharp, and straight lines and angles and, where intercepting other members, coping to an accurate fit and soldering securely.

2. Unless otherwise specifically permitted by the Owner’s Representative, turn all exposed edges back 1/2 inch.

B. Weatherproofing

1. Finish watertight and weather tight where so required.

2. Make all lock seam work flat and true to line and sweated full of solder.

3. Make all lock seams and lap seams, when soldered, at least 1/2 inch wide.

4. Where lap seams are not soldered, lap according to pitch but in no case less than three inches.

5. Make all flat and lap seams in direction of flow.

C. Joints

1. Join parts with rivets or sheet metal screws where necessary for strength or stiffness.

2. Provide suitable watertight expansion joints for all runs of more than 40 feet except where closer spacing is indicated on the Drawings or required for proper installation.

D. Attachments

1. Whenever possible, secure metal by means of clips or cleats without nailing through the metal.

2. In general, space all nails, rivets, and screws not more than eight inches apart, and, where exposed to the weather, use lead washers.

3.2 EMBEDMENT
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SHEET METAL FLASHING AND TRIM
07 62 00 - 3
A. Embed all metal in connection with roofs in a solid bed of caulking, using materials and methods described in Section 07 92 00 of these Specifications.

3.3 SOLDERING
A. General

1. Thoroughly clean and tin all joint materials prior to soldering.

2. Perform all soldering slowly with a well heated copper in order to heat the seams thoroughly and to completely fill them with solder.

3. Perform all soldering with a heavy soldering copper of blunt design, properly tinned for use.

4. Make all exposed soldering on finished surfaces neat, full, flowing, and smooth.

B. Cleaning

1. After soldering, thoroughly wash acid flux with a soda solution.

3.4 TESTS
A. At the completion of the job, demonstrate to the Owner’s Representative by hose or standing water that all flashing and sheet metal is completely watertight.

END OF SECTION 07 62 00
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ROSEVILLE AQUATICS COMPLEX RENOVATION
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JOINT SEALANTS
07 92 00 - 1
SECTION 07 92 00

JOINT SEALANTS

GENERAL

1.1 SUMMARY
A. Provide a positive barrier against penetration of air and moisture at joints between items where sealing is essential to continued integrity of the barrier. Such sealing will normally be performed under the work of various Sections of these Specifications but shall be performed in strict accordance with the provisions of this Section. Install as shown on the Drawings and specified herein.

1.2 GENERAL REQUIREMENTS
A. This Section shall be performed in accordance with the General Conditions, Supplementary Conditions and all Sections in Division 1 of these Specifications. These documents must be read with the other Contract Documents and Sections as a whole to complete the intent of the contract.

1.3 SUBMITTALS
A. Make submittals to the Owner’s Representative in accordance with the provisions of Section 013323 of these specifications.

B. Samples: Submit three 12” long samples of each color required (except black) for each type of sealant exposed to view.

1.4 AIR POLLUTANT CONTROL REQUIREMENTS
A. Sealants and caulks used on the project shall meet the requirements of the following standards:

1. Sealants, sealant primers and caulks shall comply with local or regional air pollution control or air quality management district rules where applicable, or limitations set forth in the latest adopted edition of the California Green Building Standards Code. Such products also shall comply with the SCAQMD Rule 1168 prohibition on the use of certain toxic compounds (chloroform, ethylene dichloride, methylene, chloride, perchloroethylene and trichloroethylene).

PRODUCTS

SEALANT MATERIALS
A. Vertical Surfaces, Hybrid Sealant

1. MasterSeal NP 150 low-modulus, non-sag premium-grade elastomeric hybrid sealant by Master Builders Solutions (BASF Corporation), or equal. Color selected by Owner’s Representative.

B. Horizontal Concrete Joints

1. MasterSeal SL2 two-component polyurethane sealant by Master Builders Solutions (BASF Corporation), or equal. Color selected by Owner’s Representative.

C. Backing Material

1. Cylindrical sealant backings: ASTM C1330, type as recommended in writing by sealant manufacturer for joint application indicated and of size and density to control sealant depth and otherwise contribute to producing optimum sealant performance.

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JOINT SEALANTS
07 92 00 - 2

2. Bond breaker tape: Polyethylene tape or other plastic tape recommended by sealant manufacturer.

SEALANT EQUIPMENT
A. All equipment shall be only such equipment as is specifically recommended by the manufacturer of the sealant material being installed.

EXECUTION

3.1 CHOICE OF SEALANT MATERIAL
A. Use only that sealant material which is best suited to the installation and is so recommended by the sealant material manufacturer.

3.2 GENERAL
A. Comply with joint sealant manufacturer’s printed installation instructions applicable to products and applications indicated, except where more stringent requirements apply.

3.3 BACK-UP MATERIALS
A. General

1. All joints over 3/8" wide shall have back-up filler.

2. Verify the compatibility of filler material with sealant before installation.

3. Use back-up filler about 1/3 to 1/2 wider than width of joint so sufficient pressure is exerted by filler to provide substantial resistance to displacement.

B. Acceptable materials

1. All filler materials shall be non-oily, non-staining back-up filler such as polyethylene foam rod, expanded polyurethane, neoprene, or other filler completely compatible with the sealant material.

3.4 APPLICATION OF SEALANT
A. General: Do not seal under weather conditions or sun conditions potentially harmful to the set and curing of the sealant material.

B. Preparation: Clean joint surfaces immediately before installation of sealant. Remove dirt, insecure coatings, moisture and other substances which could interfere with bond of sealant. Etch concrete and masonry joint surfaces as recommended by sealant manufacturer. Roughen vitreous and glazed joint surfaces as recommended by sealant manufacturer.

C. Priming: Prime joint surfaces where recommended by sealant manufacturer. Do not allow primer to spill or migrate onto adjoining surfaces.

D. Installation: Install sealant in strict accordance with the manufacturer's recommendations, taking care to produce beads of proper width and depth, tool as recommended by the manufacturer, and immediately remove all surplus sealant.

1. Where an irregular surface or sensitive joint border exists apply masking tape at edges of joint to insure neatness and protection. Remove masking tape prior to sealant setting.

2. Spillage: Do not allow sealants or primers to overflow or spill onto adjoining surfaces, or migrate into voids of adjoining surfaces. Clean adjoining surfaces by whatever means may be necessary to eliminate evidence of spillage.

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ROSEVILLE AQUATICS COMPLEX RENOVATION
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JOINT SEALANTS
07 92 00 - 3

3.5 SEALANT SCHEDULE
A. Carefully study the Drawings and furnish and install the proper sealant at each point where called for on the Drawings plus at all other points where sealing is essential in maintaining the continued integrity of the water-tight barrier including but not limited to:

1. Exterior sills, jambs and heads of window frames, door frames, louvers and similar openings, and where metal, wood or other materials abut or join masonry, concrete or other materials.

2. Interior expansion and control joints.

3. Interior horizontal control and expansion joints in concrete slabs.

END OF SECTION 07 92 00
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ROSEVILLE AQUATICS COMPLEX RENOVATION
May 4, 2026

CEILING ACCESS HATCH
08 31 13.13 - 1
SECTION 08 31 13

CEILING ACCESS HATCH

GENERAL

1.1 SUMMARY
A. Provide and install all ceiling access hatches as shown on the Drawings and specified herein.

1.2 GENERAL REQUIREMENTS
A. This Section shall be performed in accordance with the General Conditions, Supplementary Conditions and all Sections in Division 1 of these Specifications. These documents must be read with the other Contract Documents and Sections as a whole to complete the intent of the contract.

1.3 SUBMITTALS
A. Make submittals to the Owner’s Representative in accordance with the provisions of Section 013323 of these specifications.

1.4 QUALITY ASSURANCE
A. Coordination

1. Attachment devices included with hatch, furnish U-channel which must be utilized for the installation of hatches.

2. Coordinate delivery with other work to avoid delay.

PRODUCTS

CEILING ACCESS HATCH
A. Ceiling access hatch as manufactured by Williams Brothers Corp., 4058 S. McCarran Blvd., Building A, Reno NV 89502 1-800-255-5515, or equal.

UNITS
A. Standard Models

1. Model: Drywall Type WB-DW 400 22x36

2. Frame: Extruded aluminum alloy

3. Finish: White, Electrostatic coating, paintable surface

4. Catch: Kick Springs with cam latches

EXECUTION

3.1 FABRICATION
A. Furnish each access hatch assembly manufactured as a complete unit with all parts for complete installation.

3.2 INSTALLATION
A. Verify that all openings are correctly prepared to receive hatch installation.

B. Install per manufacturer’s printed instructions, approved shop drawings.

3.3 ADJUST AND CLEAN
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ROSEVILLE AQUATICS COMPLEX RENOVATION
May 4, 2026

CEILING ACCESS HATCH
08 31 13.13 - 2
A. Leave work area clean and free of debris.

B. Replace hatches which are bowed, warped or damaged in any way.

END OF SECTION 08 31 13 .13
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Not for Bidding

ROSEVILLE AQUATICS COMPLEX RENOVATION
May 4, 2026

CEMENT BOARD
09 28 00 - 1
SECTION 09 28 00

CEMENT BOARD

GENERAL

1.1 SUMMARY
A. Provide and install cement board where indicated on the Drawings and specified herein for.

1. Cement backer board for ceramic tile, other interior and exterior applications for walls and ceilings.

1.2 GENERAL REQUIREMENTS
A. This Section shall be performed in accordance with the General Conditions, Supplementary Conditions and all Sections in Division 1 of these Specifications. These documents must be read with the other Contract Documents and Sections as a whole to complete the intent of the contract.

1.3 SUBMITTALS
A. Make submittals to the Owner’s Representative in accordance with the provision of Section 01 33 23 of these specifications.

1.4 DELIVERY, STORAGE, AND HANDLING
A. Packaging and Shipping: Materials ship in manufacturer’s original packages showing manufacturer’s name and product name brand.

B. Storage and Protection: Store materials inside and protected from damage by the elements. Protect ends, edges and faces of cement boards from damage.

1.5 ENVIRONMENTAL CONDITIONS
A. In cold weather and during interior finishing and tile installation, temperatures within the building shall be maintained within the range of 40 to 100o F. Adequate ventilation shall be provided to carry off excess moisture.

1. Interior Applications
a. Wood framing shall approximate the moisture content it will reach in services by allowing the enclosed building to stand as long as possible prior to the application of the panel. Do not install the panel when wet.

2. Exterior Applications
a. Finishes, leveling/skim coats and basecoats shall not be applied to panels that are wet or frozen or that contain frost. After application, and for at least 24 hours, finishes, leveling/skim coats and basecoats shall be effectively protected from rain or excessive moisture.
b. In cold weather and during finish applications, panel, skim, or basecoat, mortar, finish material and air temperature must be at least 40o F and must remain at this temperature or higher for at least 24 hours after application. Hot and dry weather may affect working time of leveling/skim or basecoat and finish materials. Under rapid drying conditions, dampening or light fogging of board, leveling/skim or basecoat may be required to improve workability.

1.6 INSTALLATION PRACTICES
A. Cement Board shall be cut to size with carbide-tipped knife and straight edge. Power saw should be used only if equipped with a dust-collection device and a NIOSH/MSHAapproved respirator is worn.

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ROSEVILLE AQUATICS COMPLEX RENOVATION
May 4, 2026

CEMENT BOARD
09 28 00 - 2
B. Contractors installing tile and tile-setting materials should always follow current ANSI specifications and TCA guidelines.

PRODUCTS

PRODUCTS
A. Backer Board

1. Secure Rock Cement Board by USG, or equal.
a. Cementitious, water-durable board; surfaced with fiberglass reinforcing mesh on front and back; long edges wrapped; and complying with ANSI A118.9 and ASTM C 1325.
(1) Thickness: ½” or 5/8”.
(2) Width: 2’8”, 3’ or 4’.
(3) Length: 4’, 5’, 6’, or 8’.
(4) Edges: Tapered.
(5) Density: 72 lbs per ct. ft.
(6) Water absorption: Not greater than 8% when tested for 24 hours in accordance with ASTM C473.

B. Fasteners

1. Nails: 1-1/2” long, hot dipped galvanized, for use with wood framing and complying with Federal Specification FF-N-105B, Type 2, Style 20.

2. Screws: PermaBase Cement Board Hi-Lo thread screws (No. 8), wafer head, corrosion-resistant, 1-1/4” or 1-5/8” long, for use with wood framing and complying with ASTM C1002, or equal.

3. Screws: PermaBase Cement Board drill point screws (No. 8), wafer head, corrosionresistant, 1-1/4” or 1-5/8” long, for use with 20 to 14 ga steel framing and complying with ASTM C1002, or equal.

C. Joint Treatment

1. Tape: Alkali-resistant fiberglass mesh tape for joint reinforcement, 2” wide mesh tape for interior applications and 4” wide mesh tape for exterior applications.

2. Bonding Materials: Latex Portland cement mortar or Dry-Set (thin-set) mortar, for joint treatment and setting face material, complying with ANSI A118.1 or A118.4 standards.

Type 1 organic adhesive meeting ASNI A136.1 may be utilized for interior use only.

EXECUTION

3.1 WALLS
A. Space wood and steel framing a maximum of 16” o/c. The studs of freestanding furred walls must be secured to wall furring brackets or laterally braced with horizontal studs or runners spaced 4’ o/c maximum. Laterally brace all steel-framed walls prior to the application of joint treatment.

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ROSEVILLE AQUATICS COMPLEX RENOVATION
May 4, 2026

CEMENT BOARD
09 28 00 - 3
B. Application: Pre-cut cement board to required sizes and make necessary cut-outs. Fit ends and edges closely but not forced together, leaving a 1/8” gap. Stagger end joints in successive courses. Fasten boards to wood studs spaced maximum 16” o/c and bottom plates with 1-1/4” wood screws or 1-1/2” hot-dipped galvanized nails or corrosion resistant screws spaced 8” o/c. Fasten cement board to steel studs spaced maximum 16” o/c and bottom runners with 1-1/4” corrosion resistant screws spaced 8” o/c with perimeter fasteners at least 3/8” and not less than 5/8” from ends and edges. In double-layer walls where cement boards are installed over base-layer gypsum boards, apply a vaporpermeable water barrier over gypsum boards.

C. Exterior Walls

1. Attach cement board with corrosion resistant screws or hot dipped galvanized nails spaced a maximum of 8” o/c over framing spaced a maximum of 16” o/c. Apply a weather-resistive barrier and flashing behind the panels as required. Follow the exterior finish manufacturer’s recommendations for application over cement board.

3.2 CEILINGS
A. Framing: Ceiling joists, furring channels or strips must be spaced a maximum 16” o/c.

Framing must be capable of supporting the total ceiling system dead load, including insulation, ceramic tile, bonding materials and cement board, with deflection not exceeding L/360 of the span. When steel framing is used. Minimum 20 ga is required.

B. Panel Application: Apply ½” cement board to framing with long dimension across framing.

Center end or edge joints on framing and stagger joints in adjacent rows. Fit ends and edges loosely, but not forced together, leaving a 1/8” gap. Fasten boards to steel framing with 1-1/4” corrosion resistant screws spaced 6” o/c/ and to wood framing with 1-1/2” hot dipped galvanized wood screws spaced 6” o/c with perimeter fasteners at least 3/8” and not less than 5/8” from ends and edges. If necessary, provide additional blocking to permit proper attachment. Edges or ends parallel to framing shall be continuously supported

3.3 PROTECTION
A. Protect cement board installations from damage and deterioration until finish materials are applied.

END OF SECTION 09 28 00
For Council Approval
Not for Bidding

ROSEVILLE AQUATICS COMPLEX RENOVATIONS
May 4, 2026

GYPSUM BOARD
09 29 00 - 1
SECTION 09 29 00

GYPSUM BOARD

GENERAL

1.1 SUMMARY
A. Provide and Install gypsum board where shown on the Drawings and as specified herein.

1.2 GENERAL REQUIREMENTS
A. This Section shall be performed in accordance with the General Conditions, Supplementary Conditions and all Sections in Division 1 of these Specifications. These documents must be read with the other Contract Documents and Sections as a whole to complete the intent of the contract.

1.3 SUBMITTALS
A. Make submittals to the Owner’s Representative in accordance with the provisions of Section 01 32 33 of these specifications.

1.4 FIRE-RESISTANCERATED ASSEMBLIES
A. Provide materials and construction identical to those tested in assemblies per ASTM E 119 by an independent testing and inspecting agency acceptable to authorities having jurisdiction.

1.5 STC-RATED ASSEMBLIES
A. Provide materials and construction identical to those tested in assemblies per ASTM E 90 and classified per ASTM E 413 by a qualified independent testing and inspecting agency.

1.6 INDOOR AIR POLLUTION CONTROL
A. VOC content in Gypsum Board Adhesives shall be limited to 50 grams per liter (less water and less exempt compounds).

PRODUCTS

PANEL PRODUCTS
A. Provide in maximum lengths available to minimize end-to-end butt joints.

B. Mold and Moisture-Resistant Gypsum Board: ASTM C 1396/C 1396M, in thickness indicated. Regular type unless otherwise indicated. Tested for Mold Resistance in accordance with ASTM D 3273 and ASTM G 21.

1. Product: CertainTeed Gypsum; ProRoc Moisture and Mold Resistant Gypsum Board with M2Tech.

2. Product: G-P Gypsum; Mold-Guard Gypsum Board.

C. Cementitious Backer Units: (For use behind all shower walls or otherwise noted) ANSI A118.9. See Specification Section 092800 Cement Board.

ACCESSORIES
A. Metal Trim Accessories: ASTM C 1047, formed from galvanized or aluminum-coated steel sheet, rolled zinc, plastic, or paper-faced galvanized-steel sheet.

1. Provide cornerbead at outside corners unless otherwise indicated.

2. Provide LC-bead (J-bead) at exposed panel edges.

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ROSEVILLE AQUATICS COMPLEX RENOVATIONS
May 4, 2026

GYPSUM BOARD
09 29 00 - 2
B. Joint-Treatment Materials: ASTM C 475/C 475M.

1. Joint Tape: Paper unless otherwise recommended by panel manufacturer.

2. Joint Compounds: Setting-type taping compound and drying-type, ready-mixed, compounds for topping.

C. Fasteners: Screws complying with ASTM C954 or C1002.

D. Other Materials: All other materials, not specifically described but required for a complete and proper installation of gypsum drywall, shall be as selected by the Contractor subject to approval of the Owner’s Representative.

EXECUTION

3.1 INSTALLATION
A. Install gypsum board panels in accordance with GA-216 and ASTM C840.

B. Install all panels plumb, level, and with all vertical joints on bearing. Panels/patches smaller than 144 square inches may not be used without prior approval of Owner’s Representative.

C. Cutting

1. When cutting gypsum drywall is required, cut by scoring and breaking or by sawing, working from the face side.

2. When cutting by scoring, cut through the face paper and then snap the panel back away from the cut face; then break the back paper by snapping the gypsum board in the reverse direction or by cutting the back paper.

3. Smooth all cut ends and edges of panels as necessary to obtain a smooth joint.

4. For cut-outs in panels for pipes, fixtures, and other small openings, make holes and cut-outs by sawing or by such other method as will not fracture the core or tear the covering and with such accuracy that plates, escutcheons, or trim will cover the edges.

5. The use of "score-and-knockout" method will not be permitted.

D. Fastening

1. Properly space all fasteners in careful accordance with the manufacturer's recommendations and code requirements, with heads driven slightly below the surface for proper cementing but without breaking the paper cover.

2. Loosely butt all joints to be taped; firmly butt all joints to be left untreated.

3. Stagger all end joints and the joints between panels to achieve a maximum of bridging and a minimum of continued joints.

E. Ceiling

1. At those areas where gypsum drywall ceiling is indicated on the Drawings, and where it is possible to do so, install the ceiling prior to installing walls.

2. Where possible, and where permitted by code, float the interior ceiling angles.

3.2 CONTROL JOINTS
A. Where not shown on the Drawings, provide control joints at wall and ceiling areas which exceed maximum areas or lengths.

B. Install control joints at ceiling areas.

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ROSEVILLE AQUATICS COMPLEX RENOVATIONS
May 4, 2026

GYPSUM BOARD
09 29 00 - 3

1. Which exceed 2,500 square feet.

2. Where continuous panel surface exceeds 50 feet in either direction.

3. Where ceiling furring changes direction.

C. Install control joints in wall and wall furring panels which exceed 30 feet in length.

3.3 INSTALLING METAL TRIM
A. The drawings do not purport to show all metal trim required; verify with the Owner’s Representative the precise locations and types of trim to be used.

B. Carefully inspect the Drawings and verify location of all metal trim required. Install all trim in strict accordance with the manufacturers' recommendations, paying particular attention to make all trim installation plumb, level, and true to line, with firm attachment to supporting members.

3.4 TAPING AND FINISHING LEVEL4 FINISH
A. Control heating and ventilating during finishing operations to ensure the maintenance of 55° F. minimum temperature.

B. Provide surface finish to the level shown on the Drawings, and as described below:

1. First coat - Level 2 Finish
a. Spread compound evenly over all joints, using suitable tools designed for that purpose.
b. Fill all joint recesses and metal trim.
c. Center the reinforcing tape on the joint and press into the fresh compound, wiping down with sufficient pressure to remove excess compound but leaving sufficient compound under the tape for proper bond.
d. Feather all edges and leave the surface free from blisters and tape wrinkles. e. Apply compound to all fastener heads, leaving flush with the adjacent surfaces. f. Fold reinforcing tape along its centerline and apply to all interior angles, following the same procedure as for joints.

2. Second coat – Level 3 Finish
a. Lightly sand the dry compound with fine sandpaper to remove all irregularities. b. Apply a second coat of compound to all joints, feathering approximately three inches beyond edges of tape.
c. Apply a second coat of compound to all fastener heads.

3. Third coat – Level 4 Finish: (Spray Texture Finish)
a. Lightly sand the dry compound with fine sandpaper to remove all irregularities. b. Apply final skim coat, feathering out approximately two inches beyond second coat.
c. Third coat all fastener heads and metal trim and all interior angles; allow to dry. d. Install a spray applied medium orange-peel texture in the density as selected by the Owner’s Representative, and approved in the mock-up, on all walls and ceilings, except those designated for smooth finish or wall covering.

3.5 CLEANING UP
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ROSEVILLE AQUATICS COMPLEX RENOVATIONS
May 4, 2026

GYPSUM BOARD
09 29 00 - 4
A. Do not allow the accumulation of scraps and debris arising from the work of this Section but maintain the premises in a neat and orderly condition at all times; in the event of spilling or splashing compound onto other surfaces, immediately remove the spilled or splashed material and all trace of the residue to the approval of the Owner’s Representative.

END OF SECTION 09 29 00
For Council Approval
Not for Bidding

ROSEVILLE AQUATICS COMPLEX RENOVATIONS
May 4, 2026
June 3, 2026 TILING
09 30 00 - 1
SECTION 09 30 00
TILING

GENERAL

1.1 SUMMARY
A. Provide ceramic tile where shown on the Drawings, as specified herein, and as needed for a complete and proper installation.

1.2 GENERAL REQUIREMENTS
A. This Section shall be performed in accordance with the General Conditions, Supplementary Conditions and all Sections in Division 1 of these Specifications. These documents must be read with the other Contract Documents and Sections as a whole to complete the intent of the contract.

1.3 SUBMITTALS
A. Make submittals to the Owner’s Representative in accordance with the provisions of Section 01 33 23 of these specifications.

PRODUCTS

CERAMIC TILE
A. Provide ceramic tile and accessories complying with Tile Council of North America Specification/ ANSI A137.1, in colors and patterns as noted on the drawings from standard colors and patterns of the approved manufacturers.

B. Floor Tile

1. Floor tile shall have a minimum wet dynamic coefficient of friction not less than 0.42 when tested in accordance with DCOF AcuTest as set forth in ANSI A137.1.

C. Provide standard accessory shapes as required.

MORTAR BED
A. Portland Cement: ASTM C150.

B. Hydrated Lime: ASTM C207, Type S.

C. Sand: ASTM C144, fine.

D. Latex Additive.

E. Water: Clean and potable.

CLEAVAGE MEMBRANE
A. No. 15 asphalt saturated felt, ASTM D226, Type 1.

OR
B. Polyethylene film, ASTM D4397, 4.0 mil thickness

SETTING MATERIALS
A. Comply with pertinent recommendations contained in the Tile Council of North America "Handbook for Ceramic Tile Installation".

B. Latex – Portland cement complying with ANSI A118.4 by Laticrete or equal.

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ROSEVILLE AQUATICS COMPLEX RENOVATIONS
May 4, 2026
June 3, 2026 TILING
09 30 00 - 2
C. Special tile setting mortars will be considered by the Owner’s Representative when complete technical data is submitted in advance.

GROUT
A. Comply with pertinent recommendations contained in the Tile Council of North America "Handbook for Ceramic Tile Installation" in colors selected by the Owner’s Representative from standard colors available from the approved manufacturers.

B. Unsanded Grout

1. Provide a commercially prepared non-sand grouting composition with high flexibility and stain resistance, Laticrete 160 Series; Fusion Pro Single Component Grout/Custom Building Products 800-272-8786 or equal.

C. Grout Color

1. As selected by Owner’s Representative from manufacturer’s standards, Laticrete; Fusion Pro or equal.

CAULK
A. Provide sanded or unsanded caulk in color to match grout. Color Caulk Premium Tile and Fixture Caulk, Custom Building Products Polyblend Ceramic Tile Caulk, or equal.

GROUT SEALER
A. Provide commercially prepared grout sealer designed to be used directly from the container; Bostik CeramaSeal Grout Sealer, or equal.

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 Owner’s Representative.

EXECUTION

3.1 EXAMINATION
A. Verify that wall surfaces are free of substances which would impair bonding of setting materials, smooth and flat within tolerances specified in ANSI A137.1 and are ready to receive tile.

B. Verify that sub-floor surfaces are dust-free, and free of substances which would impair bonding of setting materials to sub-floor surfaces and are smooth and flat within tolerances specified in ANSI A137.1.

C. Verify that concrete sub-floor surfaces are ready for tile installation by testing for moisture emission rate and alkalinity; obtain instructions if test results are not within limits recommended by tile manufacturer and setting materials manufacturer.

D. Verify that required floor-mounted utilities are in correct location.

3.2 PREPARATION
A. Protect surrounding work from damage.

B. Remove any curing compounds or other contaminates.

C. Vacuum clean surfaces and damp clean.

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ROSEVILLE AQUATICS COMPLEX RENOVATIONS
May 4, 2026
June 3, 2026 TILING
09 30 00 - 3
D. Seal substrate surface cracks with filler. Level existing substrate surfaces to acceptable flatness tolerances.

E. Install cementitious backer board in accordance with ANSI A108.11 and board manufacturer’s instructions.

F. Prepare substrate surfaces for adhesive installation in accordance with adhesive manufacturer’s instructions.

3.3 INSTALLATION
A. General

1. Comply with ANSI A108.1, ANSI A108.2, and the latest published edition of "Handbook for Ceramic Tile Installation" of the Tile Council of North America, except as otherwise directed by the Owner’s Representative or specified herein:
a. Interior frame wall shower, cementitious backer board W244 modified; apply waterproof membrane over backer board.

B. Lay tile to pattern indicated. Arrange pattern so that a full tile or joint is centered on each wall and that no tiles less than ½ width is used. Do not interrupt tile pattern through openings.

C. Cut and fit tile to penetrations through tile, leaving sealant joint space. Form corners and bases neatly. Align floor joints.

D. Place tile joints uniform in width, subject to variance in tolerance allowed in tile size. Make joints watertight, without voids, cracks, excess mortar, or excess grout.

E. Sound tile after setting. Replace hollow sounding units.

F. Keep expansion joints free of adhesive or grout. Apply tile caulking to joints.

G. Allow tile to set for a minimum of 48 hours prior to grouting.

H. Grout tile joints. Use standard grout unless otherwise indicated.

I. Apply tile caulking to junction of tile and dissimilar materials and junction of dissimilar planes.

3.4 INSTALLATION – SHOWERS AND BATHTUBS WALLS
A. At tiled shower receptors install in accordance with TCNA Handbook Method B415, mortar bed floor, and W244, thin-set over waterproofing membrane and cementitious backer unit walls.

B. Grout with standard grout as specified above.

C. Seal joints between corners, tile work and other with tile caulk specified in this section.

3.5 INSTALALTION – WALL TILES
A. Over gypsum wallboard on wood or metal studs install in accordance with TCNA Handbook Method W243, thin-set with dry-set or latex-Portland cement bond coat, unless otherwise indicated.

B. Over interior concrete and masonry install in accordance with TCNA Handbook Method W202, thin-set with dry-set or latex Portland cement bond coat.

3.6 SEALING
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ROSEVILLE AQUATICS COMPLEX RENOVATIONS
May 4, 2026
June 3, 2026 TILING
09 30 00 - 4
A. Seal grout using Grout Sealer in coverage per manufacturer’s specifications. Apply with clean, white cloth, brush or spray applicator. Avoid puddling to obtain maximum coverage.

Once dry, wipe off remaining residue with clean, white cotton cloth. Porous surfaces may require multiple applications. Allow to cure 4 hours after application.

3.7 CLEANING
A. Clean tile and grout surfaces.

3.8 PROTECTION OF FINISHED WORK
A. Do not permit traffic over finished floor surface for 72 hours after installation.

B. Cover floors with Kraft paper and protect from dirt and residue from other trades.

C. Where floor will be exposed for prolonged periods cover with plywood or other similar type walkways.

END OF SECTION 09 30 00
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Not for Bidding

ROSEVILLE AQUATICS COMPLEX RENOVATION
May 4, 2026

EPOXY FLOOR TOPPING
09 67 23 - 1
SECTION 09 67 23

EPOXY FLOOR TOPPING
PART 1 GENERAL

1.1 SECTION INCLUDES
A. Decorative Resinous Flooring:

1. Decorative Flake Epoxy Flooring

1.2 RELATED SECTIONS
A. Section 03 30 00 - Cast-in-Place Concrete (03 30 00) - Cast-in-Place Concrete.

B. Section 03 54 00 - Cast Underlayment (03 54 00) - Cementitious Flooring Underlayment.

C. Section - (03 01 30) - Concrete Patching and Resurfacing.Section 07 14 00 - Fluid-Applied Waterproofing (07 14 00) - Fluid-Applied Waterproofing..

1.3 REFERENCES
A. American Standard Test Method International (ASTM):

1. ASTM C579 - Standard Test Methods for Compressive Strength of ChemicalResistant Mortars, Grouts, Monolithic Surfacings, and Polymer Concretes.

2. ASTM C580 - Standard Test Method for Flexural Strength and Modulus of Elasticity of Chemical-Resistant Mortars, Grouts, Monolithic Surfacings, and Polymer Concretes.

3. ASTM D635 - Standard Test Method for Rate of Burning and/or Extent and Time of Burning of Plastics in a Horizontal Position.

4. ASTM D2240 - Standard Test Method for Rubber Property-Durometer Hardness.

5. ASTM D4060 - Standard Test Method for Abrasion Resistance of Organic Coatings by the Taber Abraser.

6. .

7. ASTM E84 - Standard Test Method for Surface Burning Characteristics of Building Materials.

8. ASTM F1869 - Standard Test Method for Measuring Moisture Vapor Emission Rate of Concrete Subfloor Using Anhydrous Calcium Chloride.

9. ASTM F2170 - Standard Test Method for Determining Relative Humidity in Concrete Floor Slabs Using in situ Probes1
B. American National Standards Institute (ANSI):

1. ANSI A1264 - American National Standard for the Provision of Slip Resistance on Walking/Working Surfaces.
.

C. International Concrete Repair Institute (ICRI):

1. ICRI - 310.25 Selecting and Specifying Concrete Surface Preparation.

D. National fire Protection Association (NFPA):

1. NFPA 56A - Standard for the Use of Inhalation Anesthetics.

E. United States Defense Standard (MIL):

1. MIL-D-3134 - Deck Covering Materials.

2. MIL-PRF-3135 - Performance Specification: Deck Covering Underlay Materials.

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ROSEVILLE AQUATICS COMPLEX RENOVATION
May 4, 2026

EPOXY FLOOR TOPPING
09 67 23 - 2

1.4 SUBMITTALS
A. Submit under provisions of Section 01 30 00 - Administrative Requirements.

B. Product Data:

1. Manufacturer's data sheets on each product to be used.

2. Preparation instructions and recommendations.

3. Storage and handling requirements and recommendations.

C. Verification Samples: For products specified, two samples, 6 inches (150 mm) square representing actual product & color.

D. Shop Drawings: Details of materials, construction and finish. Include relationship with adjacent construction.

E. Contractor Certification: Manufacturer letter certifying installer is properly trained in application of materials being installed, and is acceptable to materials manufacturer.

F. Guarantee Certification: Letter from the primary materials manufacture certifying that the manufacturer will issue a joint installer manufacturer guarantee with the installing contractor.

G. Certification: CA Department of Public Health 01350 Method for Testing and Evaluation of Volatile Organic Chemical Emissions From Indoor Sources Using Environmental Chambers.

1.5 QUALITY ASSURANCE
A. Manufacturer Qualifications: Company specializing in manufacturing products specified in this section with ISO 9001certification and a minimum ten years documented experience.

B. Installer Qualifications: Specializes in installations to that required for Project with five years' experience. Engage an SSPC Concrete Coatings Inspector certified to perform inspections on Project. Installer will be acceptable to materials manufacturer.

C. Source Limitations: Each product type from single manufacturer ensuring uniformity.

D. Mock-Up: Construct a mock-up with actual materials in sufficient time for Owner Representative’s review and to not delay construction progress. Locate mock-up as acceptable to Owner’s Representative and provide temporary foundations and support.

1. Intent of mock-up is to demonstrate quality of workmanship and visual appearance.

2. If mock-up is not acceptable, rebuild mock-up until satisfactory results are achieved.

3. Retain mock-up during construction as standard for comparison with completed work.

4. Do not alter or remove mock-up until work is completed or removal is authorized.

1.6 PRE-INSTALLATION CONFERENCE
A. Pre-installation Meetings: Coordinate work of this Section, with related work.

1. Attendance: Subcontractor performing work and manufacturers and fabricators involved, or affected by, installation. Coordinate installations that precede or follow.

2. Agenda: Review progress of construction activities and preparations for the particular activity under consideration. Agenda shall include schedule, drain and floor sink interface, detailing, door thresholds, responsibilities, critical path items, and approvals.

3. Record, agreements, and disagreements, and corrective measures and actions.

4. Reporting: Distribute minutes to each party present and others requiring information.

1.7 DELIVERY, STORAGE, AND HANDLING
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ROSEVILLE AQUATICS COMPLEX RENOVATION
May 4, 2026

EPOXY FLOOR TOPPING
09 67 23 - 3
A. Deliver materials in original packages and containers with unbroken seals and bearing manufacturer's labels with date of manufacture and production lot number. Store and handle in strict compliance with manufacturer's written instructions and recommendations.

B. Protect from damage due to weather, excessive temperature, and construction operations.

C. When practical stage materials in area of Work 48 hours prior to beginning of Work.

1.8 PROJECT CONDITIONS
A. Maintain environmental conditions (temperature, humidity, surface temperature, material temperature and ventilation) within limits recommended by manufacturer during installation and cure. Do not install under conditions outside manufacturer's recommended limits.

B. Restrict access to Work area except installing contractor and site supervision during preparation, installation and cure period.

C. Lighting: Permanent lighting shall be in place prior to flooring installation.

1.9 WARRANTY
A. Manufacturer's Warranty: Manufacturer's standard limited warranty for the specified term.

PART 2 PRODUCTS

2.1 MANUFACTURERS
A. Acceptable Manufacturer:

1. Address: Crossfield Products Corporation, which is located at: 3000 E. Harcourt Street; Rancho Dominguez, CA 90221; ASD Phone: 310-886-9100; Fax: 310-886- 9119; Email: [email protected]; Web: www.dexotex.com.

2. Address: Crossfield Products Corporation, which is located at: 140 Valley Road; Roselle Park, NJ 07204; ASD Phone: 908-245-2800; Fax: 908-245-0659; Email:
[email protected]; Web: www.dexotex.com.

3. Address: Crossfield Products Corporation, which is located at: 128 Industrial Drive, Cibolo, TX 78108; ASD Phone: 210-888-0449; Email: [email protected]; Web:
www.dexotex.com.

B. Requests for substitutions must be submitted two weeks prior to bid date. Substitution request received after will not be considered. Request will be considered per Section 01 60 00 - Product Requirements.

2.2 DECORATIVE RESINOUS FLOORING
A. Decorative Flake Epoxy Flooring:

1. Basis of Design: Dex-O-Tex Colorflake

2. Physical Properties:
a. Applied Thickness: Nominal 1/16” – 1/8”, (3 mm) double broadcast b. Low Emitting: CDPH 1350 Compliant
c. Compressive Strength, Complete System (ASTM D695) 9,000 PSI d. Surface Hardness (ASTM D2240 Shore D) 80-85
e. Indentation, Steadily Applied Load (MIL-PRF-3134, Paragraph 4.7.4.2.1): 0.005 indentation.
f. Impact Resistance (MIL-PRF-3134, Paragraph 4.7.3): 0.011 indentation, no cracking or loss of adhesion.
g. Adhesion (ASTM 4541): 100 percent failure in concrete.

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ROSEVILLE AQUATICS COMPLEX RENOVATION
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EPOXY FLOOR TOPPING
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h. Water Absorption (MIL-D-3134): <1.0%
i. Abrasion Resistance (ASTM C501): 19 Wear Index (H-22 Wheel). j. Flammability (ASTM D635): Self-extinguishing bonded to concrete k. Tensile Strength (ASTM D638): 1,200 PSI
l. Flexibility (ASTM D1737): 180 degree bend, ¾” mandrel m. Elongation (ASTM D638): 19.6 percent.

3. Colors: To be selected by Owner’s Representative from manufacturer's standard colors.

4. Broadcast: Blended Vinyl Flake.

5. Thickness: 1/8 inch (3 mm).

6. Optional Finish Coat: UV Stable, abrasion resistant Urethane or Polyaspartic, as recommended by the material manufacturer

7. Anti-Microbial Additive: Prevents most bacteria, fungi, algae and actinomycetes.

8. Vapor Control Primer Membrane, Type recommended or produced by manufacturer of flooring system for type of service and floor condition indicated.

9. Built-up Cove Base: Dex-O-Tex Cove Base Gel. Trowel material onto the prepared substrate and shape as shown on drawings. Apply multiple applications as required to achieve required thickness and profile.

PART 3 EXECUTION

3.1 EXAMINATION
A. Do not begin preparation and installation until substrates are properly constructed and inspected complying with ACI 311.4R-05 Guide for Concrete Inspection. The General Contractor is to correct non-conformities if defects are discovered. Repair per ACI 546.R-04.

Turn over work in broom clean condition free of debris and foreign matter.

B. If substrate preparation is responsibility of another contractor, inspect per ACI 311.4R-05 Guide for Concrete Inspection by a certified SSPC CCI inspector. If preparation is not satisfactory or if surface is contaminated, notify Owner’s Representative in writing. Do not proceed with the installation before the deficiencies have been satisfactorily corrected.

C. Perform moisture testing per ASTM F1869 and F2170. Document results per this specification. If MVER or RH exceeds manufactures recommend level for specified product.

Apply vapor control primer before proceeding.

3.2 PREPARATION
A. Clean surfaces thoroughly prior to commencement of the preparation and installation.

B. Prepare surfaces using methods recommended by manufacturer for achieving best result for substrate under project conditions.

C. Concrete Surfaces: Shot-blast, or diamond grind per SSPC SP-13/NACE 6. Remove material to provide a sound surface free of laitance, glaze, efflorescence, bond inhibiting curing compounds or form release agents. Remove grease, oil, and other penetrating contaminates. Repair damaged and deteriorated concrete to acceptable condition per ACI 546.R-04. Produce a surface profile equal to ICRI 310.25 CPS 2, CPS 3, or CPS 4. Leave surface free of dust, dirt, laitance, and efflorescence.

1. NOTE: If the substrate is an existing overlay system, follow the same procedures using shotblasting, removing the topcoat completely.

2. Check for any hollow or delamination sections of the existing flooring system, remove back to a solid surface and apply Dex-O-Tex A-81 Underlayment. Allow to cure prior to new flooring application
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ROSEVILLE AQUATICS COMPLEX RENOVATION
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D. Verify proper surface profile per ICRI 310.25 CSP coupons. Perform water break test and tape dust cleanliness test per ISO 8502-3 to determine surface is acceptable to proceed.

3.3 INSTALLATION
A. Apply Flooring System components according to manufacturer's written instructions.

Produce a uniform, monolithic wearing surface of thickness, color and texture indicated.

1. Coordinate application of components. Provide optimum adhesion of coatings to substrate, and optimum intercoat adhesion.

2. Cure coatings per manufacturer's written instructions. Prevent contamination during application and curing processes.

3. Expansion, Isolation and Control Joint Treatment: At substrate expansion, isolation and control joints, comply with resinous flooring manufacturer's written instructions.

4. Contractor shall keep daily logs recording the work performed and environmental conditions as required by the materials manufacturer.

B. Vapor Control Primer Membrane: If required, apply over prepared substrate at required spreading rate.

C. Install integral 6” cove base with 5/8” radius, using Dex-O-Tex Cove Base Gel as described above.

D. Crack Isolation/Anti-Fracture Membrane: After Surface Preparation, route out cracks greater than 60 mils. Vacuum cracks and surrounding surface. Remove dust and debris. Fill cracks with flexibilized epoxy membrane, Dex-O-Tex Cheminert SC membrane. Strip with fabric reinforcement 2 inches (51 mm) on both sides of cracks or per manufacturer's recommendations.

1. Application Location: Substrate cracks.

E. Clear Self-Leveling Body Coats, (2): Apply in thickness indicated for flooring system:

1. Aggregates: Broadcast vinyl flakes at rate recommended by manufacturer. After resin cures, remove excess flakes.

2. Apply a second self -leveling body coat and re-broadcast aggregates at rate recommended by manufacturer. After resin cures, remove excess flakes F. Grout Coat: Apply clear epoxy, as recommended by resinous flooring manufacturer, to fill voids in final body coat surface.

G. Top Coat – Apply clear epoxy, in method recommended by material manufacturer.

3.4 CLEANING AND PROTECTION
A. Clean products after 96 hours cure in accordance with the manufacturer's recommendations.

B. Prohibit foot and wheel traffic over flooring for 24 hours. Light foot traffic is acceptable after 24 hours. Normal traffic after 48 hours.

C. Do not expose to harsh chemicals until full 7 days cure.

D. Touch-up, repair or replace damaged products before Substantial Completion.

E. Protect the finished floor in a manner acceptable to the manufacturer.

END OF SECTION 09 67 16
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ROSEVILLE AQUATICS COMPLEX RENOVATION
May 4, 2026

FIBERGLASS REINFORCED PANELS
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SECTION 09 77 20

FIBERGLASS REINFORCED PANELS

GENERAL

1.1 SUMMARY
A. Provide and install fiberglass reinforced panels (FRP) where shown on the Drawings and specified herein.

1.2 GENERAL REQUIREMENTS
A. This Section shall be performed in accordance with the General Conditions, Supplementary Conditions and all Sections in Division 1 of these Specifications. These documents must be read with the other Contract Documents and Sections as a whole to complete the intent of the contract.

1.3 SUBMITTALS
A. Make submittals to the Owner’s Representative in accordance with the provisions of Section 013323 of these specifications.

B. Accompanying the product data, submit 8” x 10” or larger samples of the specified color.

PRODUCTS

FIBERGLASS REINFORCED PANELS
A. Provide fiberglass reinforced panels, Valto Engineering Materials VARIETEX, or equal.

1. Color as specified on the Drawings.

2. Texture: Linen

3. Fire Rating: Class A.

4. 4’x10’ or as required for design applications.

MOLDINGS
A. Silhouette Trim by manufacturer, color to match panel.

ACCESSORIES
A. Adhesive: By manufacturer.

B. Sealant: Color matching by manufacturer.

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 Owner’s Representative.

EXECUTION

3.1 PREPARATION
A. Examine backup surfaces to determine that corners are plumb and straight, surfaces are smooth, uniform, clean and free from foreign matter, nails countersunk, joints and cracks filled flush and smooth with the adjoining surface.

1. Verify that stud spacing does not exceed 24 inch on
For
-center.

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B. Repair defects prior to installation.

1. Level wall surfaces to panel manufacturer’s requirements. Remove protrusions and fill indentations.

C. Clean substrates of substances that could impair adhesive bond, including oil, grease, dirt, and dust.

D. Environmental Limitations: Do not deliver or install plastic paneling until spaces are enclosed and weathertight and temporary HVAC system is operating and maintaining ambient temperature and humidity conditions at occupancy levels during the remainder of the construction period

3.2 INSTALLATION
A. Comply with manufacturer’s recommended procedures and installation sequence.

B. Cut sheets to meet supports allowing 1/8” (3mm) clearance for every 8 foot (2.43m) of panel.

1. Cut and drill with carbide tipped saw blades or drill bits or cut with shears.

C. Apply panels to board substrate, above base vertically oriented with seams plumb and pattern aligned with adjoining panels.

1. Install panels with manufacturer’s recommended gap for panel field and corner joints. a. Adhesive trowel and application method to conform to adhesive manufacturer’s recommendations.

D. Apply panel moldings to all panel edges using silicone sealant providing for required clearances.

1. All moldings must provide for a minimum 1/8” (3.18 cm) of panel expansion at joints and edges, to insure proper installation.

2. Apply sealant to all moldings, channels and joints between the system and different materials to assure watertight installation.

3.3 CLEANING
A. Remove excess sealant from panels and moldings. Wipe panel down using a damp cloth and mild soap solution or cleaner.

B. Refer to manufacturer’s specific cleaning recommendations. Do not use abrasive cleaners.

END OF SECTION 09 77 20
For Council Approval
Not for Bidding