c. Responsibility.
2. Dates on the right-hand section of report, with marks noting the specific dates that activity was performed / will be performed for each of the look ahead activities. Note with “S” on days when an activity starts, “X” for an activity in- progress, and “F” for when an activity finishes.
3. Generated in Microsoft Excel.
4. Details shall include material and equipment deliveries, non-workdays such as holidays, and approved weather days.
5. Other information or formatting, at the discretion of the Engineer.
6. If a progress meeting is not held in a week, a Look Ahead Schedule is still due.
7. The first Look Ahead Schedule is due no later than the day of the Preconstruction Conference.
b. Look Ahead Schedule Corrections: Upon request from the Engineer, submit a revised look ahead schedule if there are significant corrections to the look ahead schedule noted during the weekly progress meeting. The revised look ahead schedule is due no later than two (2) workdays after the request has been made by the Engineer.
3.04 CONTRACTOR’S DAILY REPORTS
a. Daily Construction Reports: Prepare a daily construction report recording the following information concerning events relating to this Contract:
1. List of subcontractors at Project site.
2. List of separate contractors at Project site.
3. Count of personnel and hours worked at Project site by trade.
4. Visitor(s) to the Project site.
5. Major Equipment at Project site.
6. Material and/or equipment deliveries.
7. Work activities performed at Project site, including CPM schedule activity identification numbers. Include separate line items for any Time & Material, RFI, CCD, potential Change Order, or approved Change Order work.
8. High and low temperatures and general weather conditions, including any precipitation totals.
9. Site Conditions.
10. Request for weather day, include CPM schedule activity identification number(s) and activity description(s) affected.
11. Action(s) taken to prepare for anticipated upcoming weather event.
12. Accidents and near-accidents.
13. Meetings and significant decisions.
14. Issues incurred or addressed.
15. Unusual events.
16. Stoppages, delays, shortages, and losses.
17. Meter readings and similar recordings.
18. Emergency procedures.
19. Orders and requests of authorities having jurisdiction.
20. Change Orders received and implemented.
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21. Change Directives, Field Work Orders, or Architect’s Supplemental Instructions received and implemented.
22. Services connected and disconnected.
23. Equipment or system tests and startups.
24. Partial completions and occupancies.
25. Substantial Completions authorized.
b. Daily Reports are to be prepared in such a way that all text is Optical Character Recognition (OCR) searchable, and hand-written text is not acceptable. c. Upon receipt, the Engineer will review each Daily Report. If needed, corrections to Daily Reports may be required.
d. Starting with the first day of construction activity or any activity on site, submit a separate and distinct Daily Report for each day. Daily Reports for the previous week are due no later than Monday of the following week. For example, the Daily Reports for Monday April 1st through Friday April 5th are due to the Engineer no later than Monday April 8th.
3.05 CONTRACTOR’S CONSTRUCTION SCHEDULE, RECOVERY SCHEDULE a. If Work progress or the sequencing of the Work activities differs from that indicated in the Baseline Schedule or previous Monthly Update Schedules, the Engineer may direct the Contractor to submit a Recovery Schedule. The Contractor is required to prepare and submit a Recovery Schedule if the current monthly schedule update depicts negative float exceeding minimum thresholds set forth herein, or as otherwise deemed appropriate by the Engineer.
1. The Contractor is required to prepare and submit a Recovery Schedule if the current monthly schedule update, during the first third (1/3) of the Contract Time, depicts negative float in excess of thirty (30) days.
2. The Contractor is required to prepare and submit a Recovery Schedule if the current monthly schedule update, during the second third (1/3) of the Contract Time, depicts negative float in excess of twenty (20) days.
3. The Contractor is required to prepare and submit a Recovery Schedule if the current monthly schedule update, during the final third (1/3) of the Contract Time, depicts negative float in excess of ten (10) days.
4. Within fifteen (15) working days of the Engineer's direction, prepare and submit a Recovery Schedule to the Engineer demonstrating the Contractor’s plan to recover lost time, achieve all contractual milestones, and complete the work within the Contract Time. The Engineer will review the Recovery Schedule and provide documented comments within ten (10) working days. Appropriate recovery actions include, but are not limited to, assignments of additional labor or equipment, shift or overtime work, expediting of submittals or deliveries, overlapping of activities, or sequencing changes to increase activity concurrence.
The accompanying narrative shall describe the cause of the problems and the actions planned by the Contractor to recover the schedule.
5. If the delay necessitating the Recovery Schedule is caused by the Contractor, all costs for recovery shall be borne by the Contractor.
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3.06 CONTRACTOR’S CONSTRUCTION SCHEDULE, SCHEDULE REVISION a. Schedule Revisions are defined as any changes to schedule activities or logic other than the updating of actual start and completion dates, percent complete or remaining duration; Schedule Revisions shall not be used to address delay. b. Revise the Baseline Schedule or Monthly Schedule Update when the Engineer determines that it is no longer useful as a status and control mechanism.
1. If directed by the Engineer, prepare and submit within fourteen (14) days the Schedule Revision submittal for review and possible acceptance. Provide a separate narrative, the electronic data file from the CPM schedule software, and Detailed Gantt Chart showing the revised activities and how the Contractor proposes to tie them into the accepted CPM Schedule. The specific activities added and their logical ties to existing schedule activities shall be explained in detail in the schedule narrative. Provide a Primavera P6 Schedule Comparison report. The Engineer will provide comments to the Contractor within ten (10) working days of receipt. If the Engineer accepts the specific activities and logic changes proposed in the schedule revision, promptly incorporate the revision into the next Monthly Schedule Update. Contract Time, including all contracted milestone dates, cannot be changed without an approved Contract Change Order.
The Revised Schedule must be accepted by the Engineer prior to its use as a target schedule for a Monthly Schedule Update.
c. The Engineer shall determine causality regarding need for Schedule Revision.
3.07 CONTRACTOR’S CONSTRUCTION SCHEDULE, TIME IMPACT ANALYSIS (TIA) a. Time Impact Analyses shall demonstrate the impacts of the delay to the Critical (Longest) Path, and shall be completed per the following:
1. If the Contractor experienced what they consider to be an excusable delay to the Critical (Longest) Path and/or contractual milestone, submit a Time Impact Analysis within ten (10) working days of the completion of the delay event.
2. The Engineer may also request a TIA within fourteen (14) days from the Contractor. The Engineer’s TIA request may be the result of viewing a monthly schedule update that indicates a late completion to the Critical (Longest) Path and/or contractual milestone, or some other event the Engineer may consider to be a cause for a TIA.
3. All efforts shall be made to rectify TIAs contemporaneously.
4. Notes:
d. The Time Impact Analysis submittal shall consist of a CPM schedule sub- network (fragnet) derived by adding activities and relationships representing the delay into the first accepted Monthly Schedule Update after the finish of the delay event that impacted the Longest Path and/or Contractual Milestone.
e. The TIA submittal should address the Critical Longest Path depicted in Monthly Schedule Updates. If the TIA is to address a Contractual Milestone that is not on the Longest Path, the TIA should address the Critical activities related to the Contractual Milestone. The TIA should address and account
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for any concurrent delay issues on the Critical Path (not to be confused with the Longest Path).
f. If the Contractor does not submit a complete Time Impact Analysis submittal within the timeframes noted herein, a deduction of $150 per day shall be applied.
b. Multiple issues are not to be combined into a single Time Impact Analysis submittal, and such TIAs that combine issues in a single TIA submittal shall be returned to the Contractor with a status of revise-and-resubmit.
c. Include the following items with all Time Impact Analysis Request submittals:
1. A fragnet where impacts to the Longest Path can be clearly viewed, with separate activities for each component of the Time Impact Analysis, breaking out activities by Responsible party (Contractor, Architect/Engineer, etc.), trade (Mechanical contractor, Concrete contractor, etc.), and site area (for example, parking lot, second floor staff restroom, library, etc.).
2. A written narrative that notes the following:
a. The number of days requested.
b. A detailed description on the cause and effect of delay. c. A detailed description of the Contractor’s daily activities relating to the delay on each day during the delay period, as well as a description of the Contractor’s diligence in mitigating the delay; the mere submittal of contractor/subcontractor daily reports does not satisfy this requirement. d. A list of additions, deletions and/or changes to activities, logic, and durations.
3. All supporting backup documentation (for example, Requests for Information, Field Work Orders, Correspondence, Notice(s) of Delay, etc.).
4. An electronic copy of the CPM schedule application file(s) used for the TIA. d. Allow ten (10) working days after receipt of the Time Impact Analysis submittal for the Engineer to accept or reject the request.
e. Do not incorporate any part of the Time Impact Analysis into the Monthly Schedule Update until the associated Change Order has been approved. f. If a Time Impact Analysis submitted by the Contractor is rejected by the Engineer, (to be completed by the Owner)
g. Where the Engineer has not rendered formal decision on the Contractor's Time Impact Analysis for adjustment of Contract Time, and the parties are unable to agree as to amount of adjustment to be reflected in the CPM Schedule, reflect that amount of time adjustment in the CPM Schedule as the Engineer may accept as appropriate for the interim. It is understood and agreed that such interim acceptance by the Engineer will not be binding and will be made only for purpose of continuing to schedule work, until such time as a formal decision as to an adjustment, if any, of the Contract Time or any Contractual Milestone dates acceptable to the Engineer has been rendered. h. The Contractor is responsible for all costs associated with the preparation of the Time Impact Analysis for inexcusable or concurrent delays. For Critical (Longest) Path delays or delays to contractual milestones approved as excusable by the Engineer A Time Impact Analysis request without merit will not be approved, and hence, not reimbursed.
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i. If a forward-looking TIA that attempts to forecast estimated upcoming impact to the Longest Path and/or Contractual Milestone is required, immediately coordinate with the Engineer to address such an issue.
3.08 CONTRACTOR’S CONSTRUCTION SCHEDULE, GENERAL
a. Procedures: In addition to what is specified herein, comply with procedures contained in The Associated General Contractors of America’s “Construction Planning & Scheduling Manual.”
b. Timely submissions of the schedules described in this Section are of great importance, and lack of or late receipt diminishes their value to the Project. c. Because the schedule is a requirement for a proper progress payment, it is incumbent on the Contractor to submit satisfactory Short-Term Schedule and Baseline Schedule submittals within the timelines depicted herein; Look-Ahead Schedules do not satisfy the requirement regarding “Construction Progress Schedule.” d. Any CPM Schedule submittal item submitted after 3:00PM will be considered received on the following workday.
ACTIVITY CODES DICTIONARY
Code Description
BID BID LINE ITEM NUMBER
Note: Align with Bid Proposal Line Items
PHAS PROJECT PHASE
Key Milestones and Summaries
General Conditions
Allowances
Preconstruction
Mobilization
Construction 1
Construction 2
Testing
Completion and Closeout
Note: Include any Work Phases, Sequences, etc. called out in Contract Documents
PCKG WORK PACKAGE
Major Milestones and Summaries
Submittal / Procure / Fabricate / Deliver
On-Site Work
Off-Site Work
Building Work
Other
Allowances
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AREA BUILDING / SITE AREA
Key Milestones and Summaries
Submittal Prepare & Submit
Submittal Review & Approval
Procurement & Fabrication
Delivery
Administration Building 1
Library
Classroom Building 1
Classroom Building 2
Lunch Court
Cafeteria
Kitchen
Multipurpose Room
Gymnasium
Driveway
Parking Lot
Play Area
Field
Retaining Wall
Fence / Gate
Other Site Work
Note: Include actual building numbers
LOC1 LOCATION LEVEL 1
Underground Utilities
Under-slab Utilities
Foundation
Structure
1st Floor
2nd Floor
3rd Floor
Roof
Elevator
Exterior
Stairs
Hardscaping
Landscape
Note: Create additional codes as needed or determined by the Engineer
LOC2 LOCATION LEVEL 2
Administration Room No. 1
Library Room No. 1
Classroom No. 1
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MDF Room
Staff Restroom
Boys Restroom
Girls Restroom
Elevator
Note: Create additional codes as needed or determined by the Engineer in order to identify rooms with room number.
RESP RESPONSIBILITY
Owner
General Contractor
Architect
Survey
Demolition
Abatement
Relocation
Concrete
Masonry
Structural Steel
Metals
Carpentry
Roofing
Openings
Finishes
Specialties
Furniture & Equipment
Special Construction
Conveying Equipment
Fire Suppression
Plumbing
Heating Ventilating & Air Conditioning
Automation
Electrical
Communications
Electronic Safety & Security
Earthwork Exterior Improvement
Utilities San Diego Gas & Electric
Note: May substitute generic trade with subcontractor name; Add other Responsibility code values as needed or determined by the Engineer. If there is a subcontractor substitution, new subcontractor must be incorporated into this Activity Code.
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UNIF UNIFORMAT
A1010 Standard Foundations
A1020 Special Foundations
A1030 Slab On Grade
A2010 Basement Excavation
A2020 Basement Walls
B1010 Superstructure – Floor Construction
B1020 Superstructure – Roof Construction
B2010 Exterior Walls
B2020 Exterior Windows
B2030 Exterior Doors
B3010 Roof Coverings
B3020 Roof Openings
C1010 Interior Construction – Partitions
C1020 Interior Doors
C1030 Interior Construction – Fittings
C2010 Stair Construction
C2020 Stair Finishes
C3010 Wall Finishes
C3020 Floor Finishes
C3030 Ceiling Finishes
D1010 Elevators & Lifts
D1020 Escalators & Moving Walks
D1090 Other Conveying Systems
D2010 Plumbing Fixtures
D2020 Domestic Water Distribution
D2030 Sanitary Waste
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D2040 Rain Water Drainage
D2090 Other Plumbing Systems
D3010 HVAC – Energy Supply
D3020 Heat Generating Systems
D3030 Cooling Generating Systems
D3040 HVAC – Distribution Systems
D3050 Terminal & Package Units
D3060 Controls & Instrumentation
D3070 Systems Testing & Balancing
D3090 Other HVAC Systems & Equipment
D4010 Fire Protection – Sprinklers
D4020 Fire Protection – Standpipes
D4030 Fire Protection Specialties
D4090 Other Fire Protection Systems
D5010 Electrical Service & Distribution
D5020 Lighting and Branch Wiring
D5030 Electrical – Communications & Security
D5090 Other Electrical Systems
D8020 Technology Electrical Infrastructure
D8021 Structured Cabling
D8022 Low Voltage – Main Distribution Frames
D8023 Wireless LAN Systems
D8024 Multimedia Technology Systems
D8041 Intrusion Detection and Access Control
D8042 Video Surveillance and Control Systems
D8060 Local Sound Systems
D8061 VoIP Systems
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D8062 Campus-Wide Emergency Communications
D8063 Clock and Bell Systems
D8064 Video Communications / CATV Systems
E1010 Commercial Equipment
E1020 Institutional Equipment
E1030 Vehicular Equipment
E2010 Fixed Furnishings
E2020 Moveable Furnishings
F1010 Special Structures
F1020 Integrated Construction
F1030 Special Construction
F1040 Special Facilities
F1050 Special Controls and Instrumentation
F2010 Building Elements Demolition
F2020 Hazardous Components Abatement
G1010 Site Clearing
G1020 Site Demolition and Relocation
G1030 Earthwork
G1040 Hazardous Earth Remediation
G2010 Roads
G2020 Parking Lots
G2030 Pedestrian Paving
G2040 Site Development
G2050 Landscaping
G3010 Water Supply
G3020 Sanitary Sewer
G3030 Storm Sewer
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G3040 Heating Distribution
G3050 Cooling System
G3060 Fuel Distribution
G3090 Other Site Mechanical Utilities
G4010 Electrical Distribution
G4020 Site Lighting
G4030 Site Communications and Security
G4090 Other Site Electrical Utilities
G9010 Service Tunnels
G9090 Other Site Systems
Z1010 Administration
Z1020 Quality Requirements
Z1030 Temporary Facilities
Z1040 Project Closeout
Z1050 Permit, Insurance and Bonds
Z9999 Allowances
Note: Only use Z9999 if an Allowance cannot be coded to a single Uniformat Level 3 code.
END OF SECTION
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01 32 13 SCHEDULING OF WORK
PART 1 - GENERAL
1.1 COLLABORATIVE SCHEDULE OVERVIEW / BACKGROUND
A. The purpose of the Collaborative Schedule process is to build a reliable project Master Schedule (Project Schedule) within a collaborative team environment. The primary goal is to 1) establish, solidify and maintain the Milestones within the Project Schedule, and 2) support the teams and work flow improvements necessary to produce safe, reliable and construction-interruption-free project delivery increasing the reliability of project production planning and improving project performance.
B. The primary function of the Pull Planning and the Last Planner System (LPS) is the collaborative planning process that involves Last Planners, the persons executing the work, for planning in greater detail as the team gets closer to doing the work. The LPS is an opposite way of thinking when compared to conventional push scheduling principles, where the work that should be done is planned in weekly meetings emphasizing adherence to the Project Schedule milestones. In contrast, the LPS incorporates pull planning principles where only the work that can and will be done is considered and promised by Last Planners themselves. Because at its core, LPS is a system view versus individual optimization, the Last Planners’ active engagement in this systemic process is a fundamental requirement.
1.2 RELATED DOCUMENTS
A. Construction Drawings, Technical Specifications, Addenda, and general provisions of the Contract, including Contract General Conditions and RFP Documents and other Division 01 Specification Sections, apply to this Section.
B. Related Requirements:
1. Section 01 14 00 “Work Constraints”
2. Section 01 30 00 "Administrative Requirements "
3. Section 01 32 03 "Construction Progress Documents”.
1.3 DEFINITIONS
A. Constraint – In the context of the Pull Planning, an input, directive, resource or other requirement that will prevent a task or an assignment from starting, advancing or completing as planned.
B. Constraint Log – A list of constraints, each one with an identification of the individual or champion who promises to remove it by the agreed upon date.
C. Last Planner® System – A system for project production planning and control aimed at creating a work flow for reliable execution.
D. Last Planner – The person who conducts the final planning of a task or activity and makes the work resource assignments for those in production.
E. Milestone Plan – A master plan scheduled developed collaboratively by a project team that identifies major milestones in the project as well as each team members’ milestones and their timing.
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F. Pareto chart - A type of chart, named after Vilfredo Pareto, that contains both bars and a line graph, where individual values are represented in descending order by bars, and the cumulative total is represented by the line.
G. Percent Planned Complete (PPC) – Metric used in the Last Planner® System to gauge plan reliability. Defined as the ratio of the number of actual activities completed in a given time period over the number of actual activities planned (typically weekly).
PART 2 - PRODUCTS
2.1 SECTION INCLUDES
A. Section Includes:
1. Basic Requirements of Prime Contractor’s Scheduling System
2. Last Planner® Facilitation/Coaching
2.2 BASIC REQUIREMENTS OF PRIME CONTRACTOR’S SCHEDULING SYSTEM A. This Section specifies District expectations, administrative and procedural requirements for planning and scheduling, in addition to those defined in the General Conditions. The District requires that Lean Construction planning principles and techniques shall be utilized as described herein. This specification section requires the integrated and coordinated use of the Reliable Production plan based on the Last Planner® System and detailed conventional CPM scheduling. The District requires use of the Last Planner® system in concert with a detailed CPM schedule.
B. The overall detailed Project Schedule shall be prepared, updated and maintained using Primavera Project Planner, Microsoft Project, or other platform as approved by the District.
C. The Collaborative Schedule process is iterative and constantly measured with metrics against completed tasks. When executed successfully, Weekly Work Plans can be easily derived, and Monthly Schedule Updates are naturally produced.
D. The Collaborative Schedule process makes detailed plans by those whom execute and manage the work. The System promotes conversations between trade foremen and project management at appropriate levels of detail, and before issues become critical. It reviews the plan near its execution with collaborative planning to remove constraints as a team and verify that the promises made are tied to milestones, and that these commitments are firm, timely and without ambiguity.
E. Use planning procedures described herein to create a Project Schedule, a Look- Ahead Schedule, and a commitment-based Weekly Work Plan schedule through front- end planning using Last Planner® System (LPS) and Lean Construction Planning techniques.
F. LPS Planning Process Overview
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The key elements of LPS are:
1) Project Schedule Planning: Setting milestones and strategy for the entire project including identification of long-lead items and major constraints.
Incorporates critical path method (CPM) logic at a high level to determine overall project duration, what project work should be done. The milestone plan is used to develop the overall sequencing and flow of the work on the project.
This will be a CPM based schedule.
2) Phase Pull Planning: Strategically planning segments of work (typically 3 to 4 months in duration) in order to produce progressively detailed Weekly Work Plans. Collaborative reverse phase (pull) scheduling planning by those who will be doing the work at sufficient level of detail to specify handoffs, and identify and resolve operational conflicts, schedule activity durations, what project work can be done. Phase pull planning often results in modifications to the CPM logic.
3) 6 Week Make-Ready Planning: Look-ahead scheduling and constraint removal (roadblock removal process) in support of the progressively detailed planning process to assure that work is made ready for installation, what project work will be done. The plan is updated weekly where constraints that threaten reliable workflow are identified. Identifying responsibilities and making assignments ready follows by analyzing resource management information.
4) Weekly Work Planning: Team collaboration to plan each day’s work, conditions for handoff and acceptance, sequencing and synchronizing next week’s work. Commitments are made to perform work in a certain manner and a certain sequence. What project work are we to do this week. Weekly work planning is the point of maximum progressive detailing to create reliable
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work plans. Plan reliability at this level is promoted by making only quality assignments and reliable promises so that the production unit will be shielded from upstream
5) Uncertainty.
6) Daily Huddles: Daily team check-ins, discussions based on the Weekly Work Plan. How are we doing? What do we need to maintain the plan in progress? 7) Percent Plan Complete: number of activities completed divided by the total number of planned activities. At the end of each week, assignments are reviewed for completeness in order to measure the reliability of the planning 8) Learning by measuring percent of promises complete (PPC), tracking reasons for variance, diving deep into reasons for plan failures, and developing/implementing lessons learned to improve future plan reliability.
Analyzing reasons for plan failures and acting on these reasons is the basis of learning.
9) Reliable Promising/Commitments: Projects are essentially made up of an extensive set of reliable promises/commitments. LPS makes the planning processes and work flow highly reliable, and builds necessary trust within a collaborative team environment.
2.2 LAST PLANNER FACILITATION/COACHING
A. Pull Planning Facilitator/Coach Will be the On-site District Construction Manager, a delegation of the Engineer
1. The DCM will provide training and coaching through the Pull Planning Process.
All trade contractors and Prime Contractor personnel responsible for executing this specification shall attend the training. Initial training will be 6-8 hours
2. DCM shall facilitate the Pull Planning sessions as necessary to assure that all process and requirements detailed herein are fully understood by the Prime Contractor and Trade Contractors.
3. Experience indicates that (3-4) facilitated sessions (2-4 hrs.) at the beginning of the project are typically required for the project team to develop competency.
4. Should the cumulative Percent Planned Complete (PPC) drop below 70 percent, the DCM will be readily available to assist the team in identifying why the plan is not reliable and assist in identifying and implementing appropriate countermeasures to improve reliability of the plan.
PART 3 - EXECUTION
3.1 SECTION INCLUDES
A. Section includes:
a. Collaborative Schedule Process
i. Required Participants
ii. Last Planner® System Implementation Material and Tools
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iii. Preconstruction Meeting
iv. Project Milestone Schedule
v. Phase Pull Scheduling
vi. 6-Week Make Ready Planning
vii. Weekly Work Plan
viii. Workable Backlog
ix. Daily Work Planning Huddles
b. Deliverables
c. Responsibility for Completion
3.2 COLLABORATIVE SCHEDULE PROCESS
A. Required Participants
a. Since LPS is a collaborative process, all those that have a planning role on the project need to participate in the in the scheduling process at the appropriate time. It is expected that there will be different participants required at different times in the project timeline depending on their respective scope of work and the timing of when it will be planned and performed. The right people need to participate at the right time for the plan to be informed and reliable. These individuals will be expected to participate in all phases of LPS as described in this section.
b. Required Project Stakeholders (the list is not exhaustive as there are others on a project whose participation may be required):
i. The General Contractor
ii. All Subcontractors, and/or discipline-specific Trades iii. Project Manager from each trade and/or subcontractor iv. General Foremen and Superintendents from each trade subcontractor v. Key Project Engineers and/or Construction Coordinators vi. Vendor and/or Suppliers with key materials
vii. Off Site Fabricators
viii. Third-Party Support (testing, inspection, Commissioning Agents, LEED Certification Specialists, etc.
ix. Architects and Engineers
x. OMWD Staff
xi. District Construction Manager as Facilitator/Coach
B. Last Planner® System Implementation Materials and Tools a. These forms are included by reference:
i. Short-Term Production Plan
ii. Constraint Log
b. Large Meeting Room – Job Site Trailer, large enough for 30 individuals, ideally from one single location “The Big Room”
c. Standard conference room white board (20’ horizontal length) d. Walls dedicated to visual system aids
e. Standard size “sticky notes,” dedicated color for each Trade Contractor and/or design discipline
f. Weekly work boards for the 6-week make work ready plan that are freestanding and contain columns and rows for “sticky notes”. Boards should
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have 7 columns, one for each day of the day, and approximately 20 rows. g. Microsoft Office Suite, for creation of Weekly Work Plans and other necessary Last Planner® System elements. Primavera scheduling software, for creation and documentation milestone schedule, milestone relationships and 6-week Look- Ahead schedules.
h. Display well-maintained outputs for the group to use at Daily Huddles and Weekly Coordination Meetings in the Big Room.
i. The four primary Visual Output tools of Last Planner® System are:
i. Weekly Work Plans (WWP) – see boards above
ii. Percent Plan Complete (PPC) trend over time
iii. Reasons for Variance Pareto, graph, or pie chart
iv. Constraint Log
C. Preconstruction Meeting
a. Submit a Draft Project Schedule and an initial 6 Week Look-ahead Schedule at the Pre-construction Meeting which will include mobilization activities, fencing, first collaborative pull planning session, etc.
D. Project Schedule Milestone Schedule
a. Prior to the first pull planning Milestone session, the Prime Contractor will prepare a detailed Project milestone CPM schedule in advance of the session for the entire project to identify major project milestones and general sequence of how the project may be executed. These milestones should include required delivery dates for major long-lead equipment items like switch gear, transformers, chillers, etc.
b. As part of the Milestone Plan pull planning session, the major project milestones (e.g., foundation poured, topping out, weathered in, permanent power) developed through the CPM schedule will serve as the dates to work the Milestone Plan.
c. Milestones have zero duration and represent the completion or start of a particular activity or action.
d. Milestones used in the development of the Milestone Plan should be completion milestones for the most part. Select start milestones for critical activities may also be appropriate to include in the plan. e. Milestones for trade contractors should represent completion of major trade activities and for completion of trade work in a specific area of the project (e.g., floor, gridline or elevation).
f. Each trade should have multiple milestones and with sufficient detail to identify interim trade milestones at least every 6 weeks to help develop more reliable make work ready planning.
i. The team works backward from the final project milestone to pull towards the milestone plan.
g. The collaboratively developed milestone plan is used to validate the required CPM schedule, and collaboratively inform necessary changes to the CPM schedule.
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h. Include milestones for each trade contractor, each phase, key submittal approvals, key release dates for long-lead equipment and material, shipment/arrival of key materials and/or equipment, key inspections, occupancy, commissioning, project completion, etc.
i. Any constraints that are identified that will prevent a task or an assignment from starting, advancing, or completing as planned need to be captured in a Constraint Log. The log should clearly identify the constraint, by what date it needs to be removed to not impact project production, and the member of the project team that has been assigned responsibility to lead the efforts to remove the constraint. The constraint log should be maintained and updated throughout the project and displayed visually in the project Big Room so that all project team members can see it.
j. Project Schedule CPM Format
i. Activities shall be coded in a logical manner to allow for sorting and grouping of like characteristics, including but not limited to such items as: phase, work shift, project area, activity type (e.g., submittal, agency review, construction activity), trade, etc.
ii. Include activities and milestones as requested for work completed by District under separate contract, District-furnished materials, move-in, etc.
iii. The schedule duration shall be calculated using Critical Path Method for the Initial Construction Schedule, Contract Construction Schedule, and subsequent schedule updates.
iv. Prime Contractor’s Superintendent shall be integrally involved in production of the Initial Project Schedule and each subsequent update. v. Failure by Prime Contractor to include any element of the work required for performance of the Contract shall not relieve Prime Contractor of the obligation to complete the entire Work of the Contract in accordance with the Contract Completion Date.
E. Phase Pull Scheduling
a. Phase Scheduling generates a detailed schedule magnifying the Project Schedule into more detailed project components strategically planning segments of work and activities in order to produce progressively detailed Weekly Work Plans.
b. The purpose of Phase Pull Scheduling is to produce a plan for completing a phase of work that everyone involved understands and supports; to produce a plan from which scheduled activities are drawn into the look-ahead process to be exploded into operational detail and made ready for assignment in weekly work plans.
i. The project milestones shall be placed at the top of the visual phase plan being developed at the wall.
ii. The level of detail in the Phase Schedule is determined by the requirement that the Phase Schedule specify the handoffs between trade contractors involved in doing the work.
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1. The phase plan will consist of activity tags completed for each trade by the Last Planner for that trade.
iii. Activities should be less than 10 working days in duration. Any task longer than 10 working days can be broken down into smaller discrete activities which allow for better planning.
iv. Identify the specific task to be completed with action verb, identify what is required to release the work (predecessor or constraint), location, crew size, and duration.
v. Each discipline or trade is responsible for completing and placing their own tags on the plan.
vi. The phase will use pull starting from the completion of the interim milestone associated with the end of the phase and working backwards (right to left). After the pull backwards, then a forward pass (left to right) needs to be conducted to ensure the plan demonstrates a logical building sequence, the sum of the total activity durations is within the allowable time to meet the project milestone(s), and identify opportunities to resolve conflict and improve production flow. Do not double count durations for concurrent tasks.
vii. The completion of a “phase” should be sequenced so that the “phase” completion releases new work.
viii. Participants: All Team members involved in planning and execution of work during the Phase Schedule.
ix. A Phase Pull schedule is produced for a typical duration of approximately 3 months using an appropriate interim milestone as the completion point of the phase.
x. After the initial Phase Pull plan, subsequent Phase Pull plans should be developed every 6 weeks to reflect the next 3 months of project production. This will allow for a fully informed rolling 6-week Make-Work Ready Plan on the project.
xi. The Phase Pull plan should be visually displayed in the Big Room for all to see and to inform subsequent 6-week Make-Work Ready Plans. c. Phase Pull Schedule Format
i. Activities shall be organized in a logical manner to allow for grouping of like characteristics, including but not limited to such items as: phase, work shift, project area, activity work stream. This may include the use of swim lanes on the Phase Pull plan to designate different work areas, phases, or work streams.
ii. An appropriate number of interim milestones will be used to help develop the Phase Pull schedule activities.
iii. Identify work days and non-work days on the Phase Pull production schedule.
iv. Prime Contractor shall work in conjunction with each trade contractor and supplier to ensure that all relevant submittal, procurement, delivery and installation dates for the various trades are accurately represented
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in the Phase Pull schedule
v. Include activities related to critical project submittals and approvals.
F. 6-Week Make Ready Planning
a. The 6-Week Make Ready / Look Ahead Plan is a visual plan of activities that need to be accomplished over the upcoming six weeks. Sticky notes placed on 6 weekly activity boards are used to establish the rolling 6-week Make-Work Ready Plan. i. Once an activity has entered into the Look Ahead Plan, it is the team’s task to make that activity ready for execution by the scheduled time, remove constraints, and execute the work within the expected duration. ii. Lookahead week activities should be planned as a whole identifying operations to be planned jointly by multiple trades with respect to hand- offs and work areas.
iii. The Last Planners create the make-work ready plan that consists of weekly work plans with daily tags for each crew on site identifying what and where they will be working for the next 6 weeks and the size of the respective crew.
iv. The quality of the work assignments/activities needs to be in greater detail and accuracy for the upcoming two weeks of work. v. After the initial 6-Week Make Ready Plan has been developed, the next 6th week of work is planned as part of the weekly schedule meeting in the Big Room to provide a rolling 6-week plan.
vi. Any new constraints that are identified during the 6-Week Make Ready planning are identified need to be captured in the constraint log with an assigned champion to remove them and required completion date. vii. Participants: All Team members involved in planning and execution of work during the next 6 weeks.
G. Weekly Work Plan
a. Weekly Work Planning is tactical team collaboration to plan each day’s work during the next week including defining work areas and zones, conditions for handoff and acceptance between trades and disciplines, and crew sizing. i. Weekly Work Plan updates shall occur 1 day prior to the Weekly Owners Meeting.
ii. The Weekly Work Plan needs to be highly reliable to produce effective work flow and production on the project.
iii. Specify tasks planned to be done next week and on which days. iv. The five minimum requirements to control quality of input into the Weekly Work Plan are:
1. What is the Task?
2. What will be done (e.g. install electrical raceways sections 1, 2, 3)?
3. Where it will be done (e.g. Column A/1, above AC Box)?
4. When it will be done (e.g. Tuesday and Wednesday)?
5. Who will do it (e.g., company, crew size)?
v. Identify make ready actions by assessing their feasibility prior to making assignments in the weekly work plan so as to shield production workers
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from uncertainty.
vi. Synchronize tasks made ready relative to the promises of the team members.
vii. The conditions for hand off and acceptance are clearly communicated within the team and all constraints removed.
viii. Optimization of the team capabilities to plan, synchronize, execute, learn and improve.
ix. At the end of each week, assignments are reviewed for completeness in order to measure the reliability of the planning system. Analyzing reasons for plan failures and acting on these reasons is the basis of learning. x. Participants: All Team members involved in planning and execution of work during the next 6 weeks.
b. Weekly Work Plan Meeting Typical Agenda.
i. Review constraint log and note any overdue constraints and impact (5 minutes)
ii. Review 6-week look-ahead plan (15 minutes)
iii. Review the new week – Note activities that are starting up in week 6. iv. Review weeks 2-5 only by new exceptions that pop up. (Team should have been looking at weeks 2-5 for the last 5 weeks.)
v. Review last week’s performance (5 min.)
vi. Last week’s PPC: The number of activities completed since the last weekly meeting divided by the total number of planned activities which were supposed to occur.
vii. Current week’s PPC
viii. The Percent Plan Complete Statistic shall be kept on a Project Log showing each weeks Percent Plan Complete Statistic for each week of the project schedule until completion.
ix. Trend chart
x. Variance chart, and reasons for variance: charted in Pareto or pie charts to see trends and facilitate learning, knowing what needs to be fixed in order to improve next week’s PPC
xi. Finalize next week’s Weekly Work Plan (30 minutes)
xii. Plus/Delta (2 minutes)
H. Workable Backlog
a. Capacity limitations of a production unit may prevent the Last Planner from assigning all work shown in the first week of the Look-ahead that satisfy the definition, soundness, and sequence criteria.
b. There may be more work made ready than a production unit can reasonably be expected to complete in any week.
c. Overloading a production unit is held against the performance of the Last Planner as assigned work that remains incomplete counts against the plan reliability measure.
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d. Ready work that cannot be assigned is recorded as Workable Backlog on the Weekly Work Plan.
e. Should a production unit for any reason not be able to complete an assignment on their Weekly Work Plan, or should they complete assignments sooner than expected, the Workable Backlog will provide them with other work, so they need not be idle or wind up doing out-of-sequence work
f. Items in workable backlog must meet the same quality criteria as do priority assignments for the week.
I. Daily Work Planning Huddles
a. Daily Huddles are meetings where team members quickly give the status of the previous shift’s accomplishments and failures, plus the current shift’s plan of work for that day.
b. Daily Huddle discussions must be directly connected to the team’s Weekly Work Plan.
c. Transparency and reliable commitments are measured in the Daily Huddles for the Last Planners themselves to see and interact with directly. d. This is the rallying point for “our plan,” which has “my input” accurately reflected. This is the heart of LPS, it is of utmost importance for the team to establish and drive healthy Daily Huddle discipline.
3.3 DELIVERABLES
A. Schedule Deliverables:
a. Project Milestone Schedule / Baseline schedule – Due within 10 working days after Notice to Proceed (NTP)
b. Initial Phase Pull Plan – Due within 25 working days after NTP c. Updated 6-Week Make Work Ready Look Ahead Schedule – Due every week d. Weekly Metric Report (Percent Plan Complete for week, variance analysis for week’s missed commitments, Current Constraint Log)
i. If weekly PPC is less than 70%, specify what specific efforts the Prime Contractor will undertake to improve its weekly work plan reliability. e. Monthly Project Schedule Updates – Due Every Month
i. The updated Contract Construction Schedule shall accurately represent the as-built condition of all completed and in-progress work activities as of the schedule data date.
ii. The level of detail shall be sufficient to describe and forecast the scheduled completion dates for the phase milestones used in the Phase Pull Planning.
iii. Planned percent complete (PPC) for the month and cumulative to date for the project on a weekly basis displayed in a graphical format. iv. If the average weekly PPC is less than 70%, specify what specific efforts the Prime Contractor will undertake to improve its weekly work plan reliability.
v. Variance analysis for missed commitments with bar chart, Pareto chart or pie chart that visually shows trends for the month and trends for the project- to-date.
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vi. The current status of the phase milestones as established in the Milestone Plan.
vii. The reason phase milestones may not have been accomplished and their delaying factors.
viii. What mitigation efforts the Prime Contractor will undertake to complete the phase milestones without adversely impacting the overall project milestones leading to successful completion of the project by the finish milestone.
ix. Any changes made to the sequencing, durations, working time, etc. made to accomplish the phase milestones.
x. Current Constraint Log with items that may impact the production plan clearly identified with a required date for the constraint to be removed and a team member assigned to champion removal of the constraint.
B. All schedule submittals including the updated progress schedules will be reviewed jointly by the District and the Prime Contractor. Review of the Prime Contractor schedules shall not constitute approval or acceptance of the Prime Contractor construction means, methods, or sequencing, or a positive determination by the District of the Prime Contractor's ability to complete the Work in a timely manner.
3.4 RESPONSIBILITY FOR COMPLETION
A. Should any monthly or weekly update of the Contract Construction Schedule indicate that the Contract Completion Date has extended, Prime Contractor shall submit a written action plan to meet the Contract Completion Date. Prime Contractor shall initiate corrective actions, as approved by the Construction Administrator, at no additional cost. These actions shall include, but not be limited to, one or more of the following:
a. Identify and remove constraints and barriers to flow of the project work flow production.
b. Identify root causes for missed commitments and develop and implement countermeasures to address these.
c. Resequence activities in order to improve work flow production and subsequent completion of these activities.
d. Increase construction manpower in certain or all trades in order to bring the completion date into compliance with Contract requirements. e. Increase the number of labor shifts, working hours per shift, or working days per week as required to bring the completion date into compliance with Contract requirements.
f. Arrange and pay for acceleration of fabrication schedules for long lead material items.
g. Arrange and pay for alternate shipping or delivery methods in order to expedite material procurement.
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B. Comments provided by the Construction Administrator concerning the Initial Construction Schedule, Contract Construction Schedule, or any schedule update shall not relieve Prime Contractor from the responsibility for compliance with the entire requirements of the Contract Documents.
END OF SECTION
01 32 23 SURVEY AND LAYOUT DATA Date Printed: October 17, 2025 Document Version: 1.0 Current Update: May 2023
01 32 23 SURVEY AND LAYOUT DATA
PART 1 – GENERAL
1.01 SECTION INCLUDES
A. Administrative requirements for survey and layout data submittals.
1.02 RELATED SECTIONS
A. Section 01 45 00 – Quality Control: Test and inspection reports.
B. Section 01 71 00 – Examination and Preparation: Layout of the Work and other engineering services required for accomplishing the Work.
1.03 LAYOUT OF THE WORK
A. Responsibility for Layout of the Work: Contractor shall be solely responsible for complete, timely and accurate layout of the Work including, but not necessarily limited to, horizontal and vertical control and dimensional coordination as necessary to construct the Work in accordance with the Contract Documents. This survey work shall provide for the survey and staging of all construction elements including but not limited to building locations, paving edges/alignment fencing, walls, light fixtures, signs, mow curbs, spectator seating, shade structures, , curb, and gutter alignments, catch basin green drains, etc.
1. Employ a Land Surveyor or a Civil Engineer , with a license number acceptable to Engineer, registered in the State of California, to perform survey work.
2. Employ a Professional Engineer of the discipline required for specific service on the project and licensed in the State of California where required in the specifications in Divisions 2 through 16.
B. Survey Reference Points: Existing basic horizontal and vertical control points are shown on the Contract Documents or location of control points will be furnished by the owner through the Engineer.
1. Locate and protect control points prior to starting site work, and preserve all permanent reference points during construction.
2. Make no changes or relocations without prior written notice to owner through the Engineer.
3. Report to Engineer should reference point be lost or destroyed.
4. Require a surveyor to replace project control points which may be lost or destroyed.
Establish replacements based on original survey control.
1.04 LAYOUT R
CORD SUBMITTALS
A. Land Surveyor: Submit name, address, and telephone number of land surveyor before starting survey work.
B. Survey Logs: Cut sheets on request, submit copies of field documents verifying accuracy of survey Work.
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C. Submittal: Submit a copy of registered site drawing and certificate signed by the land surveyor that the elevations and locations of the Work are in conformance with Contract Documents.
1.05 SURVEY RECORD DOCUMENTS
A. Survey Record Documents: Maintain a complete and accurate log of control and survey work as Work progresses. Upon completion of foundation walls and major site improvements, prepare a certified survey illustrating dimensions, locations, angles and elevations of new construction and site work. Submit survey record documents as specified in Contract Closeout Procedures.
1.06 CONTRACTOR'S REVIEW
A. Scope of Contractor's Review: Survey and layout data shall be reviewed by Contractor prior to submission for owner’s review or filing. Contractor shall sign each submittal copy certifying that:
1. Field measurements have been determined and verified.
2. Field construction criteria have been verified.
3. Conformance with Drawings and Specifications requirements is confirmed.
B. Contractor's Review Action: Indicate clearly on survey and layout data whether the dimensions and coordinates are in compliance with Contract requirements. Contractor shall note clearly and sign each submittal certifying that reported data "Conforms" or "Does Not Conform".
C. Changes and Deviations: Identify all deviations from requirements of Drawings and Specifications. Changes in the Work shall not be authorized by submittals review actions.
No review action, implicit or explicit, shall be interpreted to authorized changes in the Work. Changes shall only be authorized by separate written Change Order or Field Instruction, in accordance with the General Provisions of the Contract.
1.07 REVIEWS BY ENGINEER AND ARCHITECT
A. Reviews by Construction Manager and Engineer, General: Reviews of survey and layout data by Construction Manager and Engineer, or other responsible design professional, shall be only for general conformance with the design concept and requirements based on the information presented. Neither Owner’s Representative nor other responsible design professional shall verify submitted survey and layout data.
B. Contract Requirements: Reviews by Construction Manager, Engineer, or other responsible design professional shall not relieve the Contractor from compliance with requirements of the Drawings and Specifications. Changes shall only be authorized by separate written Change Order or Field Instruction, in accordance with the General Provisions of the Contract.
PART 2 – PRODUCTS (NOT USED)
PART 3 – EXECUTION (NOT USED)
END OF SECTION
01 33 00 SUBMITTAL PROCEDURES Date Printed: October 17, 2025 Document Version: 1.0 Current Update: May 2023
01 33 00 SUBMITTAL PROCEDURES
PART 1 GENERAL
1.01 GENERAL
a. Submittals will be submitted through Procore per Section 01 31 00 Project Management and Coordination.
b. Each submittal shall be consecutively numbered. Resubmittals shall be labeled with the original submittal number followed by an ascending alphabetical designation (e.g., ‘4-A’ would indicate the first resubmittal of the fourth submittal). Each submittal shall be accompanied by a letter of transmittal on the Contractor’s letterhead which shall contain the following:
1. Agency Project title and Contract number.
2. Specification section number(s) pertaining to material submitted for review.
3. Submittal number.
4. Description of the contents of the submittal.
5. Identification of any deviation from the Contract Documents on the transmittal and by redline on the shop or working Drawings.
6. Contractor’s certification statement.
7. Printed name and signature of submitter, title and date. c. The Contractor shall place the following certification statements on all submittals and shall subscribe to one of the following:
"I certify that the materials, equipment or construction procedure(s) contained in this submittal meet all requirements shown or specified in the Contract Documents with no exceptions.”
Or
"I certify that the materials, equipment or construction procedure(s) contained in this submittal meet all requirements shown or specified in the Contract Documents, except for the following deviation(s):”
d. Shop Drawings and engineering data (submittals) covering all equipment and all fabricated components and building materials which will become a permanent part of the Goods and Special Services under this Contract shall be submitted to Engineer for review, as required. Submittals shall verify compliance with the Contract Documents, and shall include Drawings and descriptive information in sufficient detail to show the kind, size, arrangement, and the operation of component materials and devices; the external connections, anchorages, and supports required; the performance characteristics; and dimensions needed for installation and correlation with other materials and equipment. e. Each submittal shall cover items from only one section of the specification unless the item consists of components from several sources. Contractor shall submit a complete initial submittal including all components. When an item consists of components from several sources, Contractor's initial submittal shall be complete including all components.
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f. All submittals, regardless of origin, shall be approved by Contractor and clearly identified with the name and number of this Contract, Contractor's name, and references to applicable specification paragraphs and Contract Drawings. Each copy of all submittals, regardless of origin, shall be stamped or affixed with an approval statement of Contractor.
Each submittal shall indicate the intended use of the item in the Goods and Special Services. When catalog pages are submitted, applicable items shall be clearly identified and inapplicable data crossed out. The current revision, issue number, and date shall be indicated on all Drawings and other descriptive data.
g. Contractor shall be solely responsible for the completeness of each submittal.
Contractor's stamp or affixed approval statement of a submittal, is a representation to Engineer that Contractor accepts sole responsibility for determining and verifying all quantities, dimensions, field construction criteria, materials, catalog numbers, and similar data, and that Contractor has reviewed and coordinated each submittal with the requirements of the Goods and Special Services and the Contract Documents. h. All deviations from the Contract Documents shall be identified as deviations on each submittal and shall be tabulated in Contractor's letter of transmittal using Figure P-01300-
2. Such submittals shall, as pertinent to the deviation, indicate essential details of all changes proposed by Contractor (including modifications to other facilities that may be a result of the deviation) and all required piping and wiring diagrams. i. For electronic submittals, drawings and the necessary data shall be submitted electronically to Engineer as specified below. Submittal documents shall be in black and white unless color is required for the review of the submittal. All electronic files shall be in PDF as generated by Adobe Acrobat Professional latest version. The PDF file(s) shall be fully indexed using the Table of Contents, searchable with thumbnails generated. PDF images must be at a readable resolution. For most documents, they should be scanned or generated at 300 dots per inch (dpi). Optical Character Recognition (OCR) capture must be performed on these images so that text can be searched, selected and copied from the generated PDF file. The PDF documents shall have a bookmark created in the navigation frame for each major entry (“Section” or “Chapter”) in the Table of Contents. Thumbnails shall be generated for each page or graphic in the PDF file. The opening view for each PDF document shall be as follows:
1. Initial View: Bookmarks and Page
2. Magnification: Fit In Window
3. The file shall open to the Contractor’s transmittal letter, with bookmarks to the left. The first bookmark shall be linked to the Table of Contents.
PDF document properties shall include the submittal number for the document title and the Contractor’s name for the author.
j. Electronic submittal to PROCORE file sizes shall be limited to 50 GB. When multiple files are required for a submittal, it’s recommended to upload the files to the Documents tool within PROCORE.
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k. The Contractor shall post submittals and retrieve the Engineer’s submittal review comments through the Engineer’s (Consulting Engineer’s) Project website accessible through the Internet. Instruction on procedures for posting and retrieving submittals will be provided after award of the Contract.
l. Facsimiles (fax) will not be acceptable. Engineer will not accept submittals from anyone but Contractor. Submittals shall be consecutively numbered in direct sequence of submittal and without division by subcontracts or trades.
1.02 ENGINEER’S REVIEW OF SUBMITTALS
a. Engineer's review of submittals covers only general conformity to the Drawings and Specifications, external connections, and dimensions that affect the layout; it does not indicate thorough review of all dimensions, quantities, and details of the material, equipment, device, or item covered. Engineer's review shall not relieve Contractor of sole responsibility for errors, omissions, or deviations in the Drawings and data, nor of Contractor's sole responsibility for compliance with the Contract Documents. b. Engineer's submittal review period shall be 15 Working Days and shall commence on the first Working Day following receipt of the submittal or resubmittal in Engineer's office.
The time required to mail the submittal or resubmittal back to Contractor shall not be considered a part of the submittal review period.
c. When the Drawings and data are returned with review status "REJECTED" or "REVISE AND RESUBMIT," the corrections shall be made as instructed by Engineer. If submittals are made electronically, the corrected Drawings and data shall be resubmitted through the Project website. Resubmittals by facsimile or e-mail will not be accepted. When the Drawings and data are returned with review status "APPROVED AS NOTED," "APPROVED," or "FOR RECORD COPY," no additional copies need be furnished unless specifically requested by Engineer.
1.03 RESUBMITTAL OF DRAWINGS AND DATA
a. Contractor shall accept full responsibility for the completeness of each resubmittal.
Contractor shall verify that all corrected data and additional information previously requested by Engineer are provided on the resubmittal.
b. When corrected copies are resubmitted, Contractor shall direct specific attention to all revisions in writing and shall list separately any revisions made other than those called for by Engineer on previous submittals. Requirements specified for initial submittals shall also apply to resubmittals. A unique identification that indicates the initial submittal and correct sequence of each resubmittal will be assigned by Project website during the resubmittal.
c. If more than 1 resubmittal is required because of failure of Contractor to provide all previously requested corrected data or additional information, Contractor shall reimburse Agency for the charges of Engineer for review of the additional resubmittals.
This does not include initial submittal data such as shop tests and field tests that are submitted after initial submittal.
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d. Resubmittals shall be made within 10 Working Days of the date of the letter returning the material to be modified or corrected, unless within5 Working Days Contractor submits an acceptable request for an extension of the stipulated time period, listing the reasons the resubmittal cannot be completed within that time.
e. The need for more than 1 resubmittal, or any other delay in obtaining Engineer's review of submittals, will not entitle Contractor to extension of the Contract Times unless delay of the Work is the direct result of a change in the Work authorized by a Change Order or failure of Engineer to review and return any submittal to Contractor within the specified review period.
1.04 COLOR SELECTION
a. Contractor shall submit samples of colors and finishes for all accepted products before Engineer will coordinate the selection of colors and finishes with Agency. Engineer will prepare a schedule of finishes that include the colors and finishes selected for both manufactured products and for surfaces to be field painted or finished and will furnish this schedule to Contractor within 45 Working Days after the date of acceptance of the last color or finish sample.
1.05 OPERATION AND MAINTENANCE DATA AND MANUALS
a. Adequate operation and maintenance information shall be supplied for all equipment requiring maintenance or other attention. The equipment supplier shall prepare a Project specific operation and maintenance manual for each type of equipment indicated in the individual equipment sections or the equipment schedule. b. Parts lists and operating and maintenance instructions shall be furnished for other equipment not listed in the individual equipment sections or the equipment schedule. c. Operation and maintenance manuals shall include the following:
1. Equipment function, normal operating characteristics, and limiting conditions.
2. Assembly, installation, alignment, adjustment, and checking instructions.
3. Operating instructions for startup, routine and normal operation, regulation and control, shutdown, and emergency conditions.
4. Lubrication and maintenance instructions.
5. Guide to troubleshooting.
6. Parts lists and predicted life of parts subject to wear.
7. Outline, cross section, and assembly drawings; engineering data; and wiring diagrams.
8. Test data and performance curves, where applicable.
d. The operation and maintenance manuals shall be in addition to any instructions or parts lists packed with or attached to the equipment when delivered, or which may be required by Contractor.
e. Three hard copies of each manual shall be submitted to Engineer prior to the date of shipment of the equipment. When the O&M manuals are returned with the review status "RETURNED FOR CORRECTION," the corrections shall be made as instructed by the
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Engineer, and 2 copies of the corrected portion(s) and 1 complete corrected copy of the O&M manual returned to the Engineer. After review by Engineer, is complete 4 hard copies and 1 electronic copy of each operation and maintenance manual shall be prepared and delivered to Engineer not later than 25 Working Days prior to placing the equipment in operation. The electronic copy shall be submitted through the Project website, and will be reviewed for content and organization and assigned a review status by the Engineer. When corrections are required, a corrected version of the electronic copy shall be resubmitted. Procedures for submission of the electronic copy will be provided after award of the Contract. When review of the electronic copy by the Engineer is complete, 3 copies of each electronic O&M manual shall be delivered on USB Flash Drive to the Engineer. Each USB Flash Drive shall contain only 1 copy of 1 manual. f. Manuals shall be submitted in electronic format to the Engineer prior to the date of shipment of the equipment. The manuals shall be submitted and the Engineer’s review comments retrieved, through the Project website accessible through the Internet.
Instruction on procedures for posting and retrieving O&M submittals and review comments will be provided after award of the Contract. When the O&M manuals are reviewed "RETURNED FOR CORRECTION,” the corrections shall be made as instructed by the Engineer or Consulting Engineer, and corrected manuals resubmitted to the Engineer or Consulting Engineer. When review by the Engineer is complete, 3 copies of each electronic O&M manual shall be delivered on USB Flash Drive to the Engineer. Each USB Flash Drive shall contain only 1 copy of 1 manual. Delivery of the final O&M shall be made 25 Working Days prior to placing the equipment in operation. g. All material shall be marked with Project identification, and inapplicable information shall be marked out or deleted.
h. Shipment of equipment will not be considered complete until all required manuals and data have been received.
1.06 HARD COPY OPERATIONS AND MAINTENANCE MANUALS
a. Hard copies submitted for review shall be temporarily bound in heavy paper covers bearing suitable identification. All manuals and other data shall be printed on heavy, first quality 8 1/2 x 11 inch paper, with standard 3-hole punching. Drawings and diagrams shall be reduced to 8 1/2 x 11 inches or 11 x 17 inches. Where reduction is not practicable, larger drawings shall be folded separately and placed in envelopes, which are bound into the manuals. Each envelope shall be suitably identified on the outside. Each volume containing data for 3 or more items of equipment shall include a table of contents and index tabs. The final hard copy of each manual shall be prepared and delivered in substantial, permanent, 3-ring or 3-post binders in heavy paper covers with a table of contents and suitable index tabs.
1.07 ELECTRONIC OPERATIONS AND MAINTENANCE MANUALS
b. Electronic manuals shall be in Adobe Acrobat’s PDF, and shall be prepared at a resolution between 300 and 600 dpi, depending on document type. OCR capture shall be performed
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on these documents. OCR settings shall be performed with the “original image with hidden text” option in Adobe Acrobat Exchange.
c. File size shall be limited to 10 MB. When multiple files are required the least number of files possible shall be created. File names shall be in the format OMXXXXX-YYYZ-V.pdf, where XXXXX is the 5-digit number corresponding to the specification section, YYY is a 3- digit O&M manual number, e.g., 001, Z is the letter signifying a resubmittal, A, B, C, etc., and V is a number used only when more than one 10 MB file is required for an O&M manual.
d. Documents prepared in PDF format shall be processed as follows:
e. Pages shall be searchable (processed for optical character recognition) and indexed when multiple files are required.
1. Of material to update the manual provided by the manufacturer. Pages shall be rotated for viewing in proper orientation.
2. A bookmark shall be provided in the navigation frame for each entry in the Table of Contents.
3. Embedded thumbnails shall be generated for each completed PDF file.
4. The opening view for PDF files shall be as follows:
5. Initial View: Bookmarks and Page
6. Page Number: Title Page (usually Page 1)
7. Magnification: Set to Fit in Window
8. Page: Single Page
9. Where the bookmark structure is longer than 1 page, the bookmarks shall be collapsed to show the chapter headings only.
10. When multiple files are required the first file of the series (the parent file) shall list every major topic in the Table of Contents. The parent file shall also include minor headings bookmarked based on the Table of Contents. Major headings, whose content is contained in subsequent files (children) shall be linked to be called from the parent to the specific location in the child file. The child file shall contain bookmark entries for both major and minor headings contained in the child file.
The first bookmark of any child file shall link back to the parent file and shall read as follows "Return to the Equipment Name Table of Contents," e.g., Return to the Polymer Feed System Table of Contents.
11. Drawings shall be bookmarked individually.
12. Files shall be delivered without security settings to permit editing, insertion and deletion
1.08 LABELING
a. As a minimum, the following information shall be included on all final O&M manual materials, including USB Flash Drive, cases, and hard copy manuals:
Equipment name and/or O&M title spelled out in complete words.
Project Name.
Agency Project/Contract Number.
01 33 00 SUBMITTAL PROCEDURES Date Printed: October 17, 2025 Document Version: 1.0 Current Update: May 2023
Specification Section Number. Example: “Section 15 55 00” Manufacturer’s name.
File Name and Date.
PART 2 PRODUCTS (NOT USED)
PART 3 EXECUTION (NOT USED)
END OF SECTION
01 35 00 SPECIAL PROCEDURES Date Printed: October 17, 2025 Document Version: 1.0 Current Update: May 2023
01 35 00 SPECIAL PROCEDURES
PART 1 – GENERAL
1.01 SECTION INCLUDES
A. Hazardous materials procedures.
B. Environmental protection procedures.
C. Dust and air pollution control procedures.
D. Smoke/odor control procedures.
E. Welding and burning mitigation procedures.
F. Cultural resources procedures.
1.02 HAZARDOUS MATERIALS PROCEDURES
A. Identified Hazardous Materials: Hazardous materials abatement, if necessary, will be performed under separate contract by Owner’s Representative. Under separate cover, Owner’s Representative will furnish copy to Contractor of a hazardous materials survey, as identified in Section 02 26 00 - Hazardous Materials Assessment. (as available by Owner’s Representative)
B. Unidentified Hazardous Materials:
1. In the event that Contractor encounters on the project site material reasonably believed to be asbestos, polychlorinated biphenyl (PCB), or other hazardous materials which have not been rendered harmless, the Contractor shall immediately stop work in the area affected and report the condition to Engineer.
2. Work in the affected area shall not be resumed except by written agreement between Owner’s Representative and Contractor, if in fact the material is asbestos, PCB, or other hazardous materials and has not been rendered harmless.
3. Work in the affected area shall be resumed in the absence of asbestos, PCB, or other hazardous materials, or when such materials have been rendered harmless.
4. Owner’s Representative will ensure that the identified hazardous waste and/or hazardous materials are handled and disposed in the manner specified by the State of California Hazardous Substances Control Law (Health and Safety Code Division 20, Chapter 6.5).
1.03 "HOT WORK" PROCEDURES
A. "Hot Work" Procedures: When Work involves welding, soldering, heating, and other activities involving production of sparks or use of open flame, Contractor shall apply to Engineer for "Hot Work" permit, using form and following procedures as directed by Engineer.
1. Provide a fire watch for minimum of 30 minutes after welding, soldering, and heating stops.
2. Provide heat and flame protection for all adjacent surfaces.
01 35 00 SPECIAL PROCEDURES Date Printed: October 17, 2025 Document Version: 1.0 Current Update: May 2023
1.04 ENVIRONMENTAL PROTECTION PROCEDURES
A. Hazardous Materials: See Article below titled "HAZARDOUS MATERIALS PROCEDURES" and requirements specified in Section 01 35 43 – Environmental Procedures. Except as otherwise specified, in the event the Contractor encounters on the site material reasonable believed to be asbestos, polychlorinated biphenyl (PCB), or other hazardous materials which have not been rendered harmless, the Contractor shall immediately stop Work in the area affected and report the condition in writing to Engineer. Work in affected areas shall not thereafter be resumed except by written agreement of the Owner’s Representative and Contractor if in fact the material is asbestos, PCB, or other hazardous materials and has not been rendered harmless. Work in affected areas shall be resumed in the absence of asbestos, PCB, or other hazardous materials, or when such materials have been rendered harmless. Protection of Natural Resources: It is intended that the natural resources within the Project boundaries and outside the limits of permanent work performed under this Contract be preserved in their existing condition or be restored to an equivalent or improved condition upon completion of the work. Confine construction activities to areas defined by the public roads, easements, and work area limits shown on the drawings. Return construction areas to their pre-construction elevations except where surface elevations are otherwise noted to be changed. Maintain natural drainage patterns.
Conduct construction activities such that ponding of stagnant water conducive to mosquito breeding habitat will not occur at any time. Land Resources Protection: Do not remove, cut, deface, injure, or destroy trees or shrubs outside the work area limits. Do not remove, deface, injure, or destroy trees within the Project area without permission from the Engineer. Such improvements shall be removed and replaced, if required, by the Contractor at no change in Contract Time and Contract Sum.
B. Landscaping Protection: Protect trees that are located near the limits of Project area which may possibly be defaced, bruised, or injured or otherwise damaged by the Contractor's operations. No ropes, cables or guys shall be fastened to or be attached to any existing nearby trees or shrubs for anchorages. Refer to additional requirements specified in contract documents.
1. Repair and restoration: Repair or replace trees or other landscape feature scarred or damaged by equipment or construction operations as specified below. Repair and restoration plan shall be reviewed and approved by Engineer prior to its initiation.
C. Temporary Construction:
1. Remove all signs of temporary construction facilities such as haul roads, work areas, structures, foundations of temporary structures, stockpiles of excess or waste materials, or any other vestiges of construction as directed by the Engineer.
2. Level all temporary roads, parking areas and any other areas that have become compacted or shaped.
3. Unpaved areas where vehicles have been operated shall receive suitable surface treatment or shall be periodically wetted down to prevent construction operations from producing dust damage and nuisance to persons and property, at no change in Contract Time and Contract Sum.
4. Keep haul roads clear at all times of any object which creates an unsafe condition.
Promptly remove any contaminants or construction materials dropped from construction
01 35 00 SPECIAL PROCEDURES Date Printed: October 17, 2025 Document Version: 1.0 Current Update: May 2023
vehicles. Do not drop mud and debris from construction equipment on public streets.
Sweep clean turning areas and pavement entrances as necessary.
D. Water Resources: Comply with all applicable Federal, State, and local Codes, ordinances, statutes, and regulations pertaining to discharge (directly or indirectly) of pollutants to underground and natural waters.
1. Perform all Work under the Contract in a manner that any adverse environmental impacts are reduced to a level that is acceptable to Engineer and authorities having jurisdiction.
2. Refer to Division 2 – Site Construction, earthwork Sections, and Civil Drawings for specific requirements on control of stormwater and disposal of water from dewatering activities.
E. Oily Substances: At all times, special measures shall be taken to prevent oily or other hazardous substances from entering the ground, drainage areas or local bodies of water in such quantities as to affect normal use, aesthetics or produce a measurable impact upon the areas. All soil or water that is contaminated with oily substances due to Contractor's operations shall be disposed of in accordance with applicable regulations, at no change in Contract Time and Contract Sum.
1.06 DUST AND AIR POLLUTION CONTROL PROCEDURES
A. Dust and Air Pollution Control Procedures, General: Employ measures to prevent or minimize creation of dust and air pollution. Contractor shall appoint a dust control monitor to oversee and implement all measures specified in this Article.
1. Unpaved areas shall be wetted down, to eliminate dust formation, a minimum of twice a day to reduce particulate matter. When wind exceeds 15 mph, site shall be watered down more frequently.
2. Store all volatile liquids, including fuels or solvents in closed containers.
3. No on-site burning of debris, lumber and other scrap shall be permitted.
4. Properly maintain equipment to reduce gaseous pollutant emissions.
5. Exposed areas, new driveways and sidewalks shall be seeded, treated with soil binders, or paved as soon as possible.
6. Cover stockpiles of soil, sand, and other loose materials.
7. Cover trucks hauling soil, debris, sand, or other loose materials.
Sweep project area streets at least once daily. 1.07 SMOKE/ODOR CONTROL PROCEDURES A. Smoke/Odor Control: Protect primary fresh air intakes to existing buildings from exhaust from internal combustion engines, paint and solvent fumes and other noxious fumes and vapors.
1. Implement control methods such as snorkels from engines exhausts to 50 feet away from air intakes. Provide carbon filters on air intakes as necessary, including periodic replacement of filters to ensure effectiveness.
2. All other activities generating fumes shall be limited to minimum distance of 50 feet from air intake grilles.
3. If fume-generating procedures must occur within 50 feet of an air intake, Contractor shall do the following:
a. Notify Engineer at least 14 days in advance of such activities.
01 35 00 SPECIAL PROCEDURES Date Printed: October 17, 2025 Document Version: 1.0 Current Update: May 2023
b. Perform Work when it least impacts the Owner’s Representative (evenings, weekends, or particularly windy days).
c. Provide carbon filter media, plastic barriers, or other control methods to ensure fresh air only enters into the building ventilation system.
B. Non-Smoking Site: Make project site a non-smoking environment
1.08 CULTURAL RESOURCES PROCEDURES
A. Cultural Resources Procedures:
1. Project does not encroach upon known archaeological sites. However, it is conceivable that unrecorded archaeological sites could be discovered during construction.
2. In the event that artifacts, human remains, or other cultural resources are discovered during subsurface excavations at locations of the Work, the Contractor shall protect the discovered items, cease work for a distance of 35 feet radius in the area, notify the Construction Manager and Engineer and comply with applicable laws.
3. Owner may retain an Archaeologist to monitor and recover data and artifacts during period that work has ceased.
4. All items found which are considered to have archaeological significance are the property of the Owner.
PART 2 – PRODUCTS (NOT USED)
PART 3 – EXECUTION (NOT USED)
END OF SECTION
01 35 43 ENVIRONMENTAL PROCEDURES Date Printed: October 17, 2025 Document Version: 1.0 Current Update: May 2023
01 35 43 ENVIRONMENTAL PROCEDURES
PART 1 – GENERAL
1. SECTION INCLUDES
A. Section includes:
1. Special requirements for environmental management during construction operations.
2. Monitoring requirements.
2. DEFINITION
A. Definitions pertaining to sustainable development: As defined in ASTM E 2114.
B. Environmental pollution and damage: The presence of chemical, physical, or biological elements or agents which adversely affect human health or welfare; unfavorably alter ecological balances; or degrade the utility of the environment for aesthetic, cultural, or historical purposes.
3. PRECONSTRUCTION MEETING
A. Preconstruction Meeting: After award of Contract and prior to the commencement of the Work, schedule and conduct meeting attended by Engineer, Construction Manager, and Contractor to discuss the proposed Environmental Protection Plan and to develop mutual understanding relative to details of environmental protection. Coordinate with Section 01 31 00 – Project Management and Coordination.
1. Schedule meeting in conjunction with preconstruction meeting for Environmental Regulatory Requirements.
2. Verify procedures and requirements necessary to ensure implementation of Environmental Protection Plan is coordinated with applicable environmental regulatory requirements.
4. SUBMITTALS
A. Environmental Protection Plan: Not less than 10 days before the Pre-construction meeting, prepare and submit an Environmental Protection Plan.
1. Format: At a minimum, address the following elements:
a. Identification of Project.
b. Identification and contact information for Environmental Manager. c. General site information.
d. Summary of Plan.
e. Procedures to address water resources.
f. Procedures to address land resources.
g. Procedures to address air resources.
h. Procedures to address fish and wildlife resources.
i. Monitoring procedures.
2. Revise and resubmit Plan as required by Engineer.
a. Approval of Contractor's Plan will not relieve the Contractor of responsibility for compliance with applicable environmental regulations.
B. Reports for Field Quality Control.
01 35 43 ENVIRONMENTAL PROCEDURES Date Printed: October 17, 2025 Document Version: 1.0 Current Update: May 2023
PART 2 – PRODUCTS (NOT USED)
PART 3 – EXECUTION
3.1 ENVIRONMENTAL PROTECTION
A. Protection of Natural Resources: Comply with applicable regulations and these specifications. Preserve the natural resources within the Project boundaries and outside the limits of permanent Work performed under this Contract in their existing condition or restore to an equivalent or improved condition as approved by Engineer.
1. Demolition: Confine demolition and construction activities to work area limits indicated on the Drawings or, if not indicated, maximum 40 feet beyond the building perimeter, 10 feet beyond solid paving, and 25 feet beyond pervious paving. Dispose of demolished and waste materials that are not identified to be salvaged, recycled, or reused in accordance with Section 01 74 19 – Construction Waste Management and Disposal and the following:
a. Remove debris, rubbish, and other waste materials resulting from demolition and construction operations, from site.
b. Do not burn construction and demolition waste.
c. Transport materials with appropriate vehicles and dispose off-site to areas that are approved for disposal by governing authorities having jurisdiction. d. Avoid spillage by covering and securing loads when hauling on or adjacent to public streets or highways. Remove spillage and sweep, wash, or otherwise clean project site, streets, or highways.
2. Water resources: Protect groundwater resources from contaminants. a. Comply with requirements of the National Pollutant Discharge Elimination System (NPDES) and the State Pollutant Discharge Elimination System (SPDES). b. Oily substances: Prevent oily or other hazardous substances from entering the ground, drainage areas, or local bodies of water.
1) Store and service construction equipment at areas designated for collection of oil wastes.
c. Mosquito abatement: Prevent ponding of stagnant water conducive to mosquito breeding habitat.
d. Prevent run-off from site during demolition and construction operations.
3. Land resources: Prior to construction, identify land resources to be preserved within the Work area. Do not remove, cut, deface, injure, or destroy land resources including trees, shrubs, vines, grasses, topsoil, and landforms without permission from Engineer. a. Conserve distinctive geological features and character. b. Earthwork: As specified in Section 31 20 00 – Earth Moving and as follows:
1) Erodible soils: Plan and conduct earthwork to minimize the duration of exposure of unprotected soils, except where the constructed feature obscures borrow areas, quarries, and waste material areas. Clear areas in reasonably sized increments only as needed to use the areas developed. Form earthwork to final grade as shown. Immediately protect side slopes and back slopes upon completion of rough grading.
2) Delineate work zones so as to restrict compaction of soil elsewhere.
01 35 43 ENVIRONMENTAL PROCEDURES Date Printed: October 17, 2025 Document Version: 1.0 Current Update: May 2023
3) Delineate buffer zones around naturally moist areas. 4) Erosion and sedimentation control devices: Construct or install temporary and permanent erosion and sedimentation control features as required. 5) prior to start of construction, tag each tree and plant scheduled to remain with value as approved by Engineer. In the event of damage to tree or plant, Construction Manager may at Engineer’s discretion, deduct the indicated value of the damaged tree or plant from the Contract Sum.
4. Air Resources: Comply with IAQ Management Plan and as follows:
a. Prevent creation of dust, air pollution, and odors.
b. Sequence construction to avoid disturbance to site to the greatest extent possible. c. Use mulch, water sprinkling, temporary enclosures, and other appropriate methods to limit dust and dirt rising and scattering in air to lowest practical level. 1) Do not use water when it may create hazardous or other adverse conditions such as flooding and pollution.
d. Store volatile liquids, including fuels and solvents, in closed containers. e. Properly maintain equipment to reduce gaseous pollutant emissions.
5. Fish and Wildlife Resources: Manage and control construction activities to minimize interference with, disturbance of, and damage to fish and wildlife. a. Do not disturb fish and wildlife.
b. Do not alter water flows or otherwise significantly disturb the native habitat related to the project and critical to the survival of fish and wildlife, except as indicated or specified.
c. Identify and conserve wildlife corridors that intersect the site.
3.2 FIELD QUALITY CONTROL
A. Field Quality Control, General:
1. Comply with requirements of agencies having jurisdiction and as specified herein.
2. Provide field practices, shipping, and handling of samples in accordance with ASTM D 4840.
B. Field Quality Control Reports: Provide in accordance with approved Environmental Protection Plan.
END OF SECTION
01 41 00 REGULATORY REQUIREMENTS Date Printed: October 17, 2025 Document Version: 1.0 Current Update: May 2023
01 41 00 REGULATORY REQUIREMENTS
PART 1 – GENERAL
1.1 SECTION INCLUDES
A. Codes, ordinances, laws, and regulations applicable to Work under the Contract.
1.2 AUTHORITY AND PRECEDENCE OF CODES, ORDINANCES AND STANDARDS A. Authority: All codes, ordinances and standards referenced in the Drawings and Specifications shall have the full force and effect as though printed in their entirety in the Specifications.
B. Precedence:
1. Where specified requirements differ from the requirements of applicable codes, ordinances and standards, the more stringent requirements shall take precedence.
2. Where the Drawings or Specifications require or describe products or execution of better quality, higher standard or greater size than required by applicable codes, ordinances and standards, the Drawings and Specifications shall take precedence so long as such increase is legal.
3. Where no requirements are identified in the Drawings or Specifications, comply with all requirements of applicable codes, ordinances and standards of authorities having jurisdiction.
1.3 APPLICABLE CODES, LAWS, AND ORDINANCES
A. Applicable Codes, Laws, and Ordinances: As listed below. Refer also to Section 01 10 00 - Summary of the Project regarding permits and licenses.
B. Building Codes:
1. Performance of the Work shall meet or exceed the minimum requirements of (latest version) of California Code of Regulations (CCR), Title 24, including the following:
a. CCR Title 24, Part 1: 2022 California Building Standards Administrative Code b. CCR Title 24, Part 2: 2022 California Building Code (CBC), (Based on 2021 International Building Code (IBC) Volumes 1 through 3, with State of California Amendments.
c. CCR Title 24, Part 3: 2022 California Electrical Code (CEC); (Based on 2020 NFPA, NEC)
d. CCR Title 24, Part 9: California Fire Code, (Based on 2021 IFC) e. CCR Title 24, Part 4: 2022 California Mechanical Code (CMC); (Based on 2021 Uniform Mechanical Code (UMC) CCR Title 24, Part 5: 2022 California Plumbing Code (CPC); (Based on 2021 Uniform Plumbing Code (UPC). f. CCR Title 24, Part 6: 2022 California Energy Code.
g. CCR Title 24, Part 11: 2022 California Green Building Standards Code (CALGreen Code).
h. CCR Title 24, Part 12: California Referenced Standards Code. i. Carlsbad Municipal Code
2. Performance of the Work shall also comply with applicable requirements of current editions of California Code of Regulations (CCR) as follows:
a. CCR Title 8 – Industrial Relations.
b. CCR Title 19 – Public Safety.
01 41 00 REGULATORY REQUIREMENTS Date Printed: October 17, 2025 Document Version: 1.0 Current Update: May 2023
c. CCR Title 22 – Social Security.
3. As applicable, performance of the Work shall comply with requirements of the following standards, in compliance with California Building Code (CBC) Section 3504.1:
a. NFPA 72 – National Fire Alarm Code, with State of California Amendments. Note:
See UL Standard 1971 for "Visual Device."
b. NFPA 253 – Critical Radiant Flux of Floor Covering Systems. c. NFPA 13 – Standard for the Installation of Sprinkler Systems.
4. References on the Drawings or in the Specifications to "code," "Code" or "building code" similar terms, not otherwise identified, shall mean the codes specified above, together with all additions, amendments, changes, and interpretations adopted by code authorities of the jurisdiction having authority over the Project.
5. The applicable edition of all codes shall be that adopted at the time of issuance of permits by the Authority Having Jurisdiction (AHJ).
C. Date of Laws and Ordinances: The applicable date of laws and ordinances shall be that of the date of performance of the Work.
1. Work shall be accomplished in conformance with all applicable laws, ordinances, rules, and regulations of Federal, State, County, City, County and special district agencies and jurisdictions having authority over the Project.
2. Performance of the Work shall be accomplished in conformance with all rules and regulations of public utilities, utility districts and other agencies serving the facility.
3. Where such laws, ordinances, rules, and regulations require more care or greater time to accomplish Work, or require better quality, higher standards or greater size of products, Work shall be accomplished in conformance to such requirements with no change to the Contract Time and Contract Sum, except where changes in laws, ordinances, rules, and regulations occur subsequent to the execution date of the Agreement.
PART 2 – PRODUCTS (NOT USED)
PART 3 – EXECUTION (NOT USED)
END OF SECTION
01 41 26 PERMIT REQUIREMENTS Date Printed: October 17, 2025 Document Version: 1.0 Current Update: May 2023
01 41 26 PERMIT REQUIREMENTS
PART 1 GENERAL
1.01 WORK COVERED BY CONTRACT DOCUMENTS
a. The Contractor is responsible to obtain all local, state and federal permits and licenses required to perform the Work. Payment for obtaining and complying with permits and licenses including, but not limited to, general construction permits, building permits, grading permits, encroachment permits, haul route permits, excavation permits, drilling permits, water discharge permits, temporary easements, licenses, inspection fees, and Federal, State and local taxes shall be borne by the Contractor and shall be included in prices Bid for Work for which such costs are appurtenant. b. The Contractor shall obtain and pay for all costs incurred for permits (with the exception of the City of Carlsbad Grading, Landscape and Building Permit fees which are paid directly by the city) necessitated by its operations such as, but not limited to, permits required for sewage bypass pumping or discharge; Night Work; overload; blasting or demolition or for any permit related to the operation of equipment used in such Work. c. The Contractor shall obtain and pay for all permits for the disposal of all waste or surplus materials removed from the Project. The cost of the permit(s) shall be included in the price for the Bid items requiring the permits and no additional compensation will be allowed for them.
d. The Contractor shall provide a copy of the permit or license to the Agency prior to performing the Work requiring the permit or license.
e. Contractor shall pay for all fees applicable to Contractor’s operations. f. Contractor shall not begin Work until all permits applicable to the Work are obtained.
Permits shall be maintained in valid status until acceptance of the Work by the Agency. g. The Contractor shall pay all business taxes or license fees that are required for the Work.
1. To the extent that there is a change in the type or cost of any permits, fees, licenses, or inspections after Contract award, there shall be an equitable adjustment in the Contract Price on account of such change under the Extra Work provisions.
2. The Contractor shall comply with and give notices required by Applicable Laws.
The Contractor is not entitled to damages or additional payment for delays attributable to the acquisition of permits.
3. The Contractor shall pay the Agency for regulatory fees, fines, or penalties imposed on the Agency arising from the Contractor’s failure to complete the Work in accordance with the Contract Documents.
h. The Contractor shall obtain, pay for, and comply with required permits, licenses, work permits, and authorizations from appropriate agencies, including the following:
1. Licenses
01 41 26 PERMIT REQUIREMENTS Date Printed: October 17, 2025 Document Version: 1.0 Current Update: May 2023
i. Before submitting Bids, Contractors shall be licensed in accordance with provisions of Chapter 9, Division 3, of the Business and Professions Code. ii. City of Carlsbad Business License.
2. State and Federal Permits
i. Excavation and Dirt Moving Permit from Cal/OSHA
ii. Safety permit from California Division of Industrial Safety iii. NPDES General Permit for Storm Water Discharges Associated with Construction and Land Disturbance Activities (LUP Type 2) iv. NPDES Permit for discharge of hydrostatic test water and potable water
3. Resource Agency Permits:
i. California Coastal Commission permit number CDP 2021-0052 on June 15, 2022.
4. Other permits
i. City Haul Route Permit
ii. Traffic Control Plan Permit
iii. Building permit for deferred submittals
iv. Right of Way Permit
v. Oversize Load Permit
vi. Blasting Permit
vii. Written authorization from private property owners for property utilized for staging
i. The Agency has obtained for the Contractor, the following:
1. CEQA Notice of Exemption
2. Grading Permit
3. Landscape Permit
4. Building permit (not including deferred submittals)
1.02 HAUL ROUTE PERMIT
a. The Contractor shall prepare a Project specific haul route plan detailing the streets intended for use in delivery of materials and import and export of soil. Contractor will be limited to the routes approved by the City of Carlsbad according to the approved haul route plan contained in the permit.
1.02 TRAFFIC CONTROL PLANS
a. The Contractor shall prepare Project specific traffic control plans, and haul route plan and use such plans to obtain a traffic control permit from the City of Carlsbad Development Services Department.
1.03 1.04 RAILROAD
a.
None
1.05 STORMWATER POLLUTION PREVENTION PLAN (SWPPP)/ GENERAL PERMIT PROJECTS GREATER THAN ONE ACRE (TIER 3) – Not Maintenance Only Projects
01 41 26 PERMIT REQUIREMENTS Date Printed: October 17, 2025 Document Version: 1.0 Current Update: May 2023
Notes to Project Engineer: You must complete Form E-32 -DETERMINATION OF PROJECT’S SWPPP TIER LEVEL AND CONSTRUCTION THREAT LEVEL before continuing. If the Project is a Tier 3 Project, use the following language.
Water Pollution Prevention. The Contractor shall plan for and implement temporary construction BMPs to mitigate the water quality impacts of land disturbance and non-storm water discharges related to construction activities. BMPs are the schedules of activities, prohibitions of practices, maintenance procedures and other management practices employed during construction activities to prevent or reduce pollution of bodies of water protected by the federal Clean Water Act (33 U.S.C. § 1251, et seq.) and the state Porter-Cologne Water Quality Control Act (Water Code, § 13000, et seq.), which include oceans, lagoons, lakes, streams and other sensitive water bodies and water courses. Construction BMPs also include physical devices and structural construction control measures designed to prevent soil erosion from occurring on the Work Site, or that are designed to prevent sediment from leaving the Work Site, both of which are referred to hereafter as “Water Pollution.” BMPs are also intended to protect the health, safety and welfare of the public and to prevent damage to adjoining public and private property resulting from construction.
This Project, and all Project Work, requires compliance with Carlsbad Municipal Code Chapter
15.12 and coverage under the California Storm Water Discharges Associated with Construction and Land Disturbance Activities, Order No. 2022-0057-DWQ, NPDES No. CAS000002, or subsequent order, and any amendment, revision or re-issuance of it (Construction General Permit).
STORM WATER POLLUTION PREVENTION PLAN DEVELOPMENT AND IMPLEMENTATION The Contractor shall prepare and submit to the Engineer a SWPPP in accordance with the current requirements established by the Construction General Permit. As used in this section, “Engineer” shall have the same meaning as “Construction Manager.” The Contractor shall not initiate any land disturbance activities, until the final SWPPP has been accepted by the Engineer. At least 1 copy of the final SWPPP shall be kept at the construction Site and shall be available upon request of a representative of the Regional Water Quality Control Board, State Water Resources Control Board, U.S. Environmental Protection Agency or local storm water management agency.
Requests for a copy of the final SWPPP by members of the public shall be forwarded to the Engineer.
SWPPP Template Availability. A model SWPPP is provided to the Contractor, in Appendix E, for use in preparing the Project SWPPP for approval by the Agency. The Contractor shall be responsible for the preparation and implementation of the SWPPP and coordination with the Agency and the Regional Water Quality Control Board. All costs for preparing and implementing the Storm Water Pollution Prevention and Monitoring Plans and coordination with the Agency and the Regional Water Quality Control Board shall be included as part of the contract bid price.
SWPPP Delivery. Within 15 Working Days after the execution of the Contract, the Contractor shall submit 3 copies of the SWPPP to the Engineer. Contractor will be provided the digital format for SWPPP to complete required sections. If revisions are required, as determined by the
01 41 26 PERMIT REQUIREMENTS Date Printed: October 17, 2025 Document Version: 1.0 Current Update: May 2023
Engineer, the Contractor shall revise and resubmit the SWPPP within 15 Working Days of receipt of the Engineer’s comments and shall allow 5 Working Days for the Engineer to review the revisions. Upon the Engineer’s acceptance of the SWPPP, 3 additional copies of the SWPPP, incorporating the required changes, shall be submitted to the Engineer. To allow construction activities to proceed, the Engineer may conditionally approve the SWPPP while minor revisions are being completed.
QSD/QSP Designation. The Contractor shall designate a QSD and a QSP who has satisfied the certification requirements and received approval by the SWRCB as specified in Construction General Permit. The QSD and QSP shall provide and maintain levels of insurance, and comply with all other insurance-related requirements, as required in Agency Supplemental General Provisions Section 5-4.
SWPPP Amendments. All amendments to the SWPPP shall be completed by the Contractor's QSD in a timely manner and provided to the Engineer within 7 Calendar Days. All amendments must be signed and dated by the Contractor's QSD and directly attached to the SWPPP once accepted by the Engineer.
Accepted amendments shall be dated and logged in the SWPPP. Upon acceptance of the amendment, the Contractor shall implement the additional control measures or revised operations. The SWPPP amendment log in the SWPPP shall be maintained by the Contractor's QSD.
The SWPPP shall also be amended if it violates any condition or has not effectively achieved the objective of reducing pollution in storm water discharges. Amendments shall show additional control measures or revised operations, including those in areas not shown in the initially accepted SWPPP, which are required on the Project to control Water Pollution effectively.
Amendments to the SWPPP shall be submitted for review and acceptance by the Engineer in the same manner specified for the initially accepted SWPPP.
SWPPP Implementation. Upon acceptance of the SWPPP, the Contractor shall be responsible throughout the duration of the Project for installing, constructing, inspecting and maintaining the control measures included in the SWPPP and any amendments thereto and for removing and disposing of temporary control measures. Unless otherwise directed by the Engineer or specified in these supplemental provisions, the Contractor's responsibility for SWPPP implementation shall continue throughout any temporary suspension of Work ordered in accordance with Section 6- 6, “Suspension of the Work.” Requirements for installation, construction, inspection, maintenance, removal and disposal of control measures are specified in the “Handbook” and these supplemental provisions.
Permit Registration Documents. The Contractor's QSD shall then complete final SWPPP, and other required Permit Registration Documents (PRDs), and submit them to the Engineer for review and subsequent submittal to the SWRCB via the Stormwater Multi-Application, Reporting, and Tracking System (SMARTS System).
PRD Item Responsible Party Notes
NOI Filing Agency Project Engineer/MPM
01 41 26 PERMIT REQUIREMENTS Date Printed: October 17, 2025 Document Version: 1.0 Current Update: May 2023
NOI Fee Agency Project Engineer/MPM
Annual Permit Fee Agency Project Engineer/MPM
Legally Responsible Person Agency Project Engineer/MPM
Assigned Signatory Agency Project Engineer/MPM
Data Submitter Contractor/QSD/QSP
SWPPP QSD
Risk Determination QSD
SWPPP Certification
Statement
QSD
SWPPP Amendments QSD Must be approved by the
Project Engineer/MPM
Site Map Contractor/QSD
BMP Exhibit/Erosion Control
Notes
Contractor/QSD
Inspections/Training Records QSP
Water Quality Monitoring
Reports
QSP
NOT Preparation and
Submittal
Contractor/QSD Submitted as part of Project
Completion Tasks. No later
than 90 Calendar Days after
Project
completion
NOT Certification Agency Project Engineer/MPM
Annual Report Preparation
and Submittal to SMARTS
Contractor/QSD By July 15th for prior year
period of July 1st through
June 30th
Annual Report Certification Agency Project Engineer/MPM. No later than September 1st
Non-Compliance. The Engineer may suspend the Work, as provided in Agency Supplemental General Provisions Section 6-6, at the Contractor’s cost, if the Engineer determines that the Contractor has failed to satisfy all requirements of this Section. If the Contractor violates any provisions of this subsection, or if Water Pollution occurs in the Work Site for any reason, the Contractor shall immediately notify the Engineer.
The Contractor shall also submit a written report to the Engineer describing the incident and corrective actions taken within 24 hours of the occurrence of the incident. If for any reason the Engineer detects Water Pollution before notification by the Contractor, the required written report shall also include an explanation of why the Contractor had not timely notified the Engineer.
Implementation Costs. Preparation, implementation and management of Water Pollution prevention activities are incidental to the items of Work and Agency shall not make additional payment to Contractor for these costs.
01 41 26 PERMIT REQUIREMENTS Date Printed: October 17, 2025 Document Version: 1.0 Current Update: May 2023
Project Completion. Within 7 Calendar Days of Project completion, the Project-specific SWPPP shall be relinquished to the Agency. In addition, the Contractor shall submit the NOT to the SWRCB. The NOT shall be submitted to the Agency at the same time it is submitted to the SWRCB.
The Contractor shall only submit the NOT once the Project has been accepted by the Agency. If the Contractor fails to submit the NOT to the SWRCB, the Contractor shall continue to be responsible for paying the annual fee associated with the “General Permit” until the NOT is submitted and accepted by the SWRCB.
1.06 OTHER PERMIT
a. None.
PART 2 PRODUCTS (NOT USED)
PART 3 EXECUTION (NOT USED)
END OF SECTION
01 42 13 REFERENCE STANDARDS AND ABBREVIATIONS Date Printed: October 17, 2025 Document Version: 1.0 Current Update: May 2023
01 42 13 REFERENCE STANDARDS AND ABBREVIATIONS
PART 1 – GENERAL
1.1 SECTION INCLUDES
A. Use of references in Drawings and Specifications, including requirements for copies of reference standards at Project site.
B. Use of references in Drawings and Specifications, including requirements for copies of reference standards at Project site.
C. Definitions of terms used in Specifications and Drawings, including abbreviations, acronyms, names, and terms which may be used in Specifications.
1.2 RELATED SECTIONS
A. Section 01 41 00 – Regulatory Requirements: Identification of applicable building Code and other codes, ordinances, and regulations applicable to performance of the Work.
1.3 USE OF REFERENCES
A. References: The Drawings and Specifications contain references to various standards, standard specifications, codes, practices and requirements for products, execution, tests, and inspections. These reference standards are published and issued by the agencies, associations, organizations, and societies listed in this Section or identified in individual product specification Sections.
1. Wherever term "Agency" occurs in referenced Standard Specifications, it shall be understood to mean Master Builder / Owner for purposes of the Contract.
2. Wherever term "Engineer" occurs in referenced Standard Specifications, it shall be understood to mean Owner’s Representative for purposes of the Contract.
3. Standard Specifications shall be as amended and adopted by the jurisdiction in which the Project is located.
4. Where reference is made to Standard Details, such reference shall be to the Standard Details accompanying the Standard Specifications, as amended, and adopted by the jurisdiction in which the Project is located.
B. Relationship to Drawings and Specifications: Such references are incorporated into and made a part of the Drawings and Specifications to the extent applicable.
C. Referenced Grades Classes and Types: Where an alternative or optional grade, class or type of product or execution is included in a reference but is not identified on the Drawings or in the Specifications, provide the highest, best, and greatest of the alternatives or options for the intended use and prevailing conditions.
D. Copies of Reference Standards: Reference standards are not furnished with the Drawings and Specifications because it is presumed that the Contractor, subcontractors, manufacturers, suppliers, trades, and crafts are familiar with these generally recognized standards of the construction industry.
E. Jobsite Copies:
1. Contractor shall obtain and maintain at the Project site copies of reference standards identified on the Drawings and in the Specifications in order to properly execute the Work.
2. At a minimum, the following shall be readily available at the site, as applicable to the Work:
01 42 13 REFERENCE STANDARDS AND ABBREVIATIONS Date Printed: October 17, 2025 Document Version: 1.0 Current Update: May 2023
a. Local and State Building Codes: As referenced in Section 01 41 00 – Regulatory Requirements.
b. Safety Codes: Occupational Safety and Health Act (OSHA) regulations and State of California, California Administrative Code, California Code of Regulations (CCR), Title 8 - Industrial Relations, Chapter 4, Subchapter 7, General Industry Safety Orders (Cal-OSHA), to extent applicable to the Work.
c. General Standards: California Reference Standards Code, as amended and adopted by authorities having jurisdiction for use with California Building Code (CBC), Underwriters Laboratories, Inc. (UL) Building Products Listing, Factory Mutual Research Organization (FM) Approval Guide and American Society for Testing and Materials (ASTM) Standards in Building Codes, and American National Standards Institute (ANSI) standards.
d. Fire and Life Safety Standards: All referenced standards pertaining to fire rated construction and exiting.
e. Common Materials Standards: American Concrete Institute (ACI), American Institute of Steel Construction (AISC), American Welding Society (AWS), Gypsum Association (GA), National Fire Protection Association (NFPA), Tile Council of America (TCA) and Woodwork Institute of California (WIC) standards to the extent referenced within the Contract Specifications.
f. Research Reports: ICC Evaluation Service, Inc. (ICC ES) Research and Evaluation Reports, for products not in conformance to prescribed requirements stated in Building Code.
g. Product Listings: Approval documentation, indicating approval of authorities having jurisdiction for use of product within the applicable jurisdiction. h. Standard Specifications: Standard Specifications for Public Works Construction (SSPWC), commonly known as "The Greenbook"
F. Edition Date of References:
1. When an edition or effective date of a reference is not given, it shall be understood to be the current edition or latest revision published as of the date indicated on the Drawings and Specifications.
2. All amendments, changes, errata, and supplements as of the effective date shall be included.
G. ASTM and ANSI References: Specifications and Standards of the ASTM International (formerly American Society for Testing and Materials) (ASTM) and the American National Standards Institute (ANSI) are identified in the Drawings and Specifications by abbreviation and number only and may not be further identified by title, date, revision, or amendment.
It is presumed that the Contractor is familiar with and has access to these nationally- and industry-recognized specifications and standards.
1.4 DEFINITIONS OF TERMS
A. Basic Contract Definitions: Words and terms governing the Work are defined in the General Provisions of the Contract.
01 42 13 REFERENCE STANDARDS AND ABBREVIATIONS Date Printed: October 17, 2025 Document Version: 1.0 Current Update: May 2023
B. Words and Terms Used on Drawings and in Specifications: Additional words and terms may be used in the Drawings and Specifications and are defined as follows:
1. "Allowances:” The allocation of funds for items in the bid schedule for the purpose of identification and budgeting of work where quantities and/or costs are unknown at the time of bidding. If the allowance is either greater or less than the allowance, the contract price shall be increased or decreased accordingly upon proof of the amount expended by the Contractor. Allowances shall include all of the costs of materials, fixtures, or equipment and all costs of delivery, handling, and installations. Contractor shall make no claim for additional compensation because of any increase, decrease or elimination of any allowance item.
2. "Applicable:” As appropriate for the particular condition, circumstance or situation.
3. "Approve(d):” Approval action shall be limited to the duties and responsibilities of the party giving approval, as stated in the General Provisions of the Contract. Approvals shall be valid only if obtained in writing and shall not apply to matters regarding the means, methods, techniques, sequences, and procedures of construction. Approval shall not relieve the Contractor from responsibility to fulfill Contract requirements.
4. "And/or:" If used, shall mean that either or both of the items so joined are required.
5. "Deletable:" The Bid Schedule consists of deletable bid items. Deletable bid items are considered part of the Bidder’s Base bid but are items of work that may or may not be deleted from the total Contract amount awarded as progression of the work proceeds for the project. No allowance for any costs will be considered for work deleted in its entirety.
6. "Directed:” Limited to duties and responsibilities of the Engineer or Owner’s Representative as stated in the General Provisions of the Contract, meaning "as instructed by Engineer or Owner’s Representative, in writing, regarding matters other than the means, methods, techniques, sequences and procedures of construction.
Terms such as "directed," "requested," "authorized," "selected," "approved," "required,” and "permitted" mean "directed by Engineer or Owner’s Representative," "requested by the Engineer or Owner’s Representative", and similar phrases. No implied meaning shall be interpreted to extend the responsibility of the Engineer, Owner’s Representative, or other responsible design professional into the Contractor's supervision of construction.
7. "Equal" or "Equivalent:” As determined by Owner’s Representative or other responsible design professional as being equivalent, considering such attributes as durability, finish, function, suitability, quality, utility, performance and aesthetic features.
8. "Furnish:” Means "supply and deliver, to the Project site, ready for unloading, unpacking, assembly, installation, and similar operations."
9. "Indicated:” The term indicated refers to graphic representations, notes, or schedules on the Drawings, or other Paragraphs or Schedules in the Specifications, and similar requirements in the Contract Documents. Terms such as "shown," "noted," "scheduled," and "specified" are used to help the reader locate the reference. There is no limitation on location.
01 42 13 REFERENCE STANDARDS AND ABBREVIATIONS Date Printed: October 17, 2025 Document Version: 1.0 Current Update: May 2023
10. "Install:" Describes operations at the Project site including the actual unloading, unpacking, assembly, erection, placing, anchoring, applying, working to dimension, finishing, curing, protecting, cleaning, and similar operations.
11. "Installer:"
a. "Installer" refers to the Contractor or an entity engaged by the Contractor, as an employee, subcontractor, or sub-subcontractor for performance of a particular construction activity, including installation, erection, application, and similar operations. Installers are required to be experienced in the operations they are engaged to perform.
b. "Experienced Installer:” The term "experienced," when used with "installer" means having a minimum of 5 previous Projects similar in size to this Project, knowing the precautions necessary to perform the Work, and being familiar with requirements of authorities having jurisdiction over the Work.
12. "Jobsite:" Same as site.
13. "Necessary:" With due considerations of the conditions of the Project and as determined in the professional judgment of the Owner’s Representative or other responsible design professional as being necessary for performance of the Work in conformance with the requirements of the Contract Documents, but excluding matters regarding the means, methods, techniques, sequences, and procedures of construction.
14. "Noted:" Same as "Indicated."
15. "Per:" Same as "in accordance with," "according to" or "in compliance with."
16. "Products:" Material, system, or equipment.
17. "Project Site:" Same as "Site."
18. "Proper:" As determined by the Owner’s Representative or other responsible design professional as being proper for the Work, excluding matters regarding the means, methods, techniques, sequences, and procedures of construction, which are solely the Contractor's responsibility to determine.
19. "Provide:” Means "furnish and install, complete and ready for the intended use."
20. "Regulation:” Includes laws, ordinances, statutes and lawful orders issued by authorities having jurisdiction, as well as and rules, conventions and agreements within the construction industry that control performance of the Work.
21. "Required:” Necessary for performance of the Work in conformance with the requirements of the Contract Documents, excluding matters regarding the means, methods, techniques, sequences and procedures of construction, such as:
a. Regulatory requirements of authorities having jurisdiction. b. Requirements of referenced standards.
c. Requirements generally recognized as accepted construction practices of the locale.
d. Notes, schedules, and graphic representations on the Drawings. e. Requirements specified or referenced in the Specifications. f. Duties and responsibilities stated in the Bidding and Contract Requirements.
22. "Scheduled:” Same as "Indicated."
01 42 13 REFERENCE STANDARDS AND ABBREVIATIONS Date Printed: October 17, 2025 Document Version: 1.0 Current Update: May 2023
23. "Selected:” As selected by Engineer, Owner’s Representative or other responsible design professional from the full selection of the manufacturer's products, unless specifically limited in the Contract Documents to a particular quality, color, texture or price range.
24. "Shown:” Same as "Indicated."
25. "Site:” Same as "Site of the Work" or "Project Site;" the area or areas or spaces occupied by the Project and including adjacent areas and other related areas occupied or used by the Contractor for construction activities, either exclusively or with others performing other construction on the Project. The extent of the Project Site is shown on the Drawings, and may or may not be identical with the description of the land upon which the Project is to be built.
26. "Supply:” See "Furnish."
27. "Testing Laboratory" or "Testing Laboratories:” Same as "Testing and Inspection Agency."
28. "Testing and Inspection Agency:” An independent entity engaged to perform specific inspections or tests, at the Project Site or elsewhere, and to report on, and, if required, to interpret, results of those inspections or tests.
1.5 ABBREVIATIONS, ACRONYMS, NAMES AND TERMS, GENERAL
A. Abbreviations, Acronyms, Names and Terms: Where acronyms, abbreviations, names, and terms are used in the Drawings, Specifications, or other Contract Documents, they shall mean the recognized name of the trade association, standards generating organization, authority having jurisdiction or other entity applicable. See section 00 73 00 Agency Supplemental General Provisions for more information.
B. Abbreviations, General: The following are commonly used abbreviations which may be found on the Drawings or in the Specifications:
AC or ac Alternating current, air conditioning or asphaltic concrete (depending upon context)
AMP or amp Ampere
C Celsius
CFM or cfm Cubic feet per minute
CM or cm Centimeter
CY or cy Cubic yard
DC or dc Direct current
DEG or deg Degrees
F Fahrenheit
FPM or fpm Feet per minute
FPS or fps Feet per second
FT or ft Foot or feet
Gal or gal Gallons
GPM or gpm Gallons per minute
IN or in Inch or inches
Kip or kip Thousand pounds
KSI or ksi Thousand pounds per square inch
01 42 13 REFERENCE STANDARDS AND ABBREVIATIONS Date Printed: October 17, 2025 Document Version: 1.0 Current Update: May 2023
KSF or ksf Thousand pounds per square foot
KV or kv Kilovolt
KVA or kva Kilovolt amperes
KW or kw Kilowatt
KWH or kwh Kilowatt hour
LBF or lbf Pounds force
LF or lf Lineal foot
M or m Meter
MPH or mph Miles per hour
MM or mm Millimeter
PCF or pcf Pounds per cubic foot
PSF or psf Pounds per square foot
PSI or psi Pounds per square inch
PSY or psy Per square yard
SF or sf Square foot
SY or sy Square yard
V or v Volts
C. Abbreviations and Acronyms for Industry Organizations: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the entities indicated in Gale Research's "Encyclopedia of Associations" or in Columbia Books' "National Trade & Professional Associations of the U.S." D. Undefined Abbreviations, Acronyms, Names and Terms: Words and terms not otherwise specifically defined in this Section, in the Instructions to Bidders, in the General Provisions of the Contract, on the Drawings or elsewhere in the Specifications, shall be as customarily defined by trade or industry practice, by reference standard and by specialty dictionaries such as the following:
1. Dictionary of Architecture and Construction, Fourth Edition (Cyril M. Harris, McGraw- Hill Book Company, 2005).
2. Encyclopedia of Associations, published by Gale Research Co., commonly available in public libraries.
PART 2 – PRODUCTS (NOT USED)
PART 3 – EXECUTION (NOT USED)
END OF SECTION
01 43 39 MOCK-UPS Date Printed: October 17, 2025
Document Version: 1.0 Current Update: May 2023
01 43 39 MOCK-UPS
PART 1 – GENERAL
1.1 SECTION INCLUDES
A. Mock-ups shall be independent structures that represent components of a portion of the building or site construction, as indicated, for the following purposes:
1. Examination of visual qualities and demonstration of interfacing of various products, including selection acceptable colors, sheen, patterns, and textures.
2. Performance testing of building elements.
B. Specific mock-ups are specified on plans and in product Sections in Divisions 2 through 16 and are described at the end of PART 3 – EXECUTION, herein.
C. Contractor shall provide engineering design services as necessary to construct supporting substrates for visual mock-ups, to ensure structural stability of mock-ups.
D. Responsible testing agency will provide engineering services as necessary to construct supporting elements for performance mock-ups.
1.2 RELATED SECTIONS
A. Section 03 10 00 – Concrete Forms and Accessories
B. Section 03 20 00 – Concrete Reinforcing
C. Section 03 30 00 – Cast-in-Place Concrete
D. Section 07 90 00 – Joint Sealers: Joint sealers in interior and exterior walls, paving and floors to be incorporated into mock-ups.
E. Section 09 24 00 – Portland Cement Plaster: Wall finish to be incorporated into exterior wall mock-up.
1.3 DEFINITIONS
A. Mock-Ups: Full-size, physical example assemblies to illustrate finishes and materials.
1. Mock-ups will be used to verify selections made under Sample submittals, to demonstrate aesthetic effects and, where indicated, qualities of materials and execution, and to review construction, coordination, testing, or operation; they are not Samples.
2. Mock-ups shall establish the standard by which permanent Work will be judged.
1.4 SUBMITTALS
A. Product Data and Samples: Submit in accordance with the requirements of each respective product Section.
B. Schedule: Time schedule for the construction of mock-ups shall be prepared and submitted to the Engineer and Owner’s Representative for review prior to construction.
C. Quality Control Submittals: In accordance with the provisions of Section 01 33 00 – Submittal Procedures, the following:
1. Design Data: When and as directed by the Owner’s Representative, engineering design calculations confirming the structural stability of the mock-ups.
1.5 QUALITY ASSURANCE
A. Fabricators' and Installers' Qualifications: In accordance with the provisions of product Sections of the Specifications, for products and materials incorporated into mock-ups.
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B. Field Representation: Where noted, during construction of mock-up, representative of product manufacturer shall be present to inspect and coordinate installation of products represented in the mock-up.
C. Mock-Ups: Before installing portions of the Work requiring mock-ups, build mock-ups for each form of construction and finish required to comply with the following requirements, using materials indicated for the completed Work:
1. Build mock-ups in location and of size indicated or, if not indicated, where acceptable to Engineer and Owner’s Representative.
2. Notify Engineer and Owner’s Representative of the scheduled start and completion dates of construction of mock-ups, with minimum of 7 calendar days’ notice.
3. Submit progress reports, including photographs, to allow Engineer and Owner’s Representative to monitor construction of mock-ups and to schedule field visits to examine mock-ups.
D. Visual Quality Mock-Ups:
1. Mock-ups shall demonstrate the proposed range of aesthetic effects and workmanship. Visual examination of the mock-ups will be made by the Owner’s Representative and other related parties during construction of mock-ups and after completion of mock-ups.
a. After approximately 50 percent of each mock-up has been built, request the Owner’s Representative's preliminary review before completion. b. Incorporate changes or variations directed by Owner’s Representative into mock- ups during their construction and prior to their completion, insofar as possible. c. Obtain acceptance of visual qualities of mock-ups by Owner’s Representative before commencing the corresponding work for the Project, revise the updated Construction Schedule to reflect required revisions to mock-ups.
2. Obtain review and acceptance of mock-ups by Engineer and Owner’s Representative before starting Work, including fabrication and installation.
3. Should mock-ups fail to be acceptable to Engineer and Owner’s Representative, mock- ups shall be taken down or dismantled, and reconstructed to the extent necessary until acceptance has been obtained.
a. Additional mock-ups shall be provided at no change in Contract Sum and Contract Time.
b. Adjust Construction Progress Schedule as necessary to accommodate reworking of mock-ups if necessary, to avoid delay in the Work.
4. Maintain mock-ups during construction in an undisturbed condition as a standard for judging the completed Work. Do not alter, remove, or destroy mock-ups until their removal has been authorized by the Owner’s Representative.
5. Demolish and remove mock-ups when directed, unless otherwise indicated.
E. Performance Mock-Ups: Provide mock-ups at locations specified in applicable product Sections of the Specifications. Construct performance mock-ups in compliance with requirements specified in applicable product Section of the Specifications and requirements of authority having jurisdiction.
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Document Version: 1.0 Current Update: May 2023
1. Performance mock-ups will be reviewed by AUTHORITY HAVING JURISDICTION, when required by that authority. Approval of the AUTHORITY HAVING JURISDICTION shall be secured prior to start of fabrication and field installation.
2. Submit reports of testing of performance mock-ups to Owner’s Representative, responsible design professional if in addition to or other than Engineer, Owner’s Representative, and Authority Having Jurisdiction (AHJ). Number of copies shall be as directed.
F. Scheduling of Mock-Ups: Construct mock-ups and perform required observations, inspections, and tests sufficiently in advance of permanent construction to avoid delay of the Work.
1. Coordinate mock-ups with other submittals specified in applicable product Sections of the Specifications, including product data, shop drawings, samples for selection and certificates.
2. Include sufficient time for notification and review of mock-ups by Engineer, Owner’s Representative, and other responsible parties.
3. Include mock-ups in Construction Progress Schedule.
PART 2 – PRODUCTS
2.1 MATERIALS AND COMPONENTS
A. Products for Mock-Ups: Identical to products proposed for Materials and finishes shall comply with the requirements specified in the various applicable Sections of the Specifications, and shall match previously submitted and approved samples.
B. Mock-Up Assemblies: Mock-ups shall incorporate all related construction materials and finishes having a visual or performance effect upon the completed Work.
PART 3 – EXECUTION
3.1 MOCK-UPS CONSTRUCTION
A. Visual Mock-Ups Construction: Using identical methods and products to those proposed for permanent Work.
1. Locate mock-ups where indicated or directed. Mock-ups are not intended to be built into permanent construction, unless such locations are accepted in advance, in writing, by Engineer and Owner’s Representative.
2. Construct mock-ups in safe and structurally sound manner, to accommodate all loads imposed by environmental factors and examination activities.
3. Construct mock-ups in compliance with reviewed submittals.
4. Construct mock-ups using same construction personnel, means and methods as intended for permanent Work.
5. Completed appearance of mock-ups shall match that of permanent Work.
3.2 MAINTENANCE OF MOCK-UPS
A. Maintenance of Visual Mock-Ups:
1. Maintain mock-ups during course of construction or until removal is directed.
Maintain mock-ups and surrounding site in a safe and clean condition, easily accessible, protected from soiling, damage, and deterioration.
2. Immediately restore damage to mock-ups subject to damage, soiling or deterioration.
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Document Version: 1.0 Current Update: May 2023
3.3 REMOVAL OF MOCK-UPS
A. Removal of Visual Mock-Ups: Remove mock-ups at the completion of the Work.
1. Unless otherwise directed, maintain mock-ups until after Substantial Completion review.
2. Remove mock-ups and restore finishes in a manner to make previous presence of mock-up invisible. Complete construction of site Work at location of mock-up in accordance with the Contract Drawings.
3.4 MOCKUPS
A. Mockup No. 1 – Site Paving and Site Walls.
1. Description: For each type of Portland cement concrete paving, planter wall and site retaining wall, demonstrating range of colors and textures. Include each type of finish, decorative scoring, and expansion joint, with joint sealers.
2. Size: As directed.
3. Location: On project site at location mutually agreed between Engineer and Contractor.
B. Mockup No. 2 – Ornamental Metal Fencing.
1. Description: Produce mockup of typical ornamental metal fence segment, for fencing specified in Section 32 31 19 – Decorative Metal Fences and Gates. Include examples of rails and pickets, ornaments, all connection types, post caps, anchors and fasteners, and specified finish coating and color. Indicated fencing construction at grade change condition.
2. Size: Minimum three posts and two panels, with one panel indicating level grade condition and one panel indicating sloped (grade change) condition. Height shall match typical fencing indicated on the Drawings.
3. Location: At exterior location as mutually agreed by Engineer and Contractor.
C. Mock-Up No. 2 – Exterior Wall Finishes.
1. Description: For each type of wall finish, including corner configurations, joints, trim, terminations, and transitions.
2. Size: As directed.
3. Location: On project site at location mutually agreed between Owner’s Representative and Contractor.
D. Mockup No. 3 – Interior Wall Finishes.
1. Description: For each type of interior wall finish, including corner configurations, joints, trim, terminations, and transitions.
2. Size: As directed.
3. Location: On project site at location mutually agreed between Engineer and Contractor.
E. Mockup No. 5 – Casework.
1. Description: Typical base and wall cabinets, including each type of required door and drawer configuration and each type of countertop.
2. Size: As directed, approximately 50 sq. ft. for each level of polish and sheen.
3. Location: At interior location scheduled to receive applied floor covering, as mutually agreed by Owner’s Representative and Contractor.
01 43 39 MOCK-UPS Date Printed: October 17, 2025
Document Version: 1.0 Current Update: May 2023
END OF SECTION
01 45 00 QUALITY CONTROL Date Printed: October 17, 2025 Document Version: 1.0 Current Update: May 2023
01 45 00 QUALITY CONTROL
PART 1 – GENERAL
1.1 SECTION INCLUDES
A. Regulatory requirements for testing and inspection.
B. Quality of the Work.
C. Contractor's quality control.
D. Inspections and tests, including those by authorities having jurisdiction, independent testing and inspection agency or agencies, serving utilities and product manufacturers.
E. Contractor's responsibilities for observations, inspections, and tests.
1.2 RELATED SECTIONS
A. Section 01 31 00 – Project Management and Coordination: Coordination of Work under Contract.
B. Section 01 41 00 – Regulatory Requirements: Compliance with applicable codes, ordinances, and standards.
C. Section 01 33 00 – Submittal Procedures: Administrative requirements for submission of results of tests and inspections.
D. Section 01 60 00 – Product Requirements: Product options, substitutions, transportation and handling requirements, storage and protection requirements, and system completeness requirements.
1.3 REGULATORY REQUIREMENTS FOR TESTING AND INSPECTION
A. Regulatory Requirements for Testing and Inspection: Inspections, testing and approvals required by the Authority Having Jurisdiction (AHJ). Refer also to Section 01 41 00 – Regulatory Requirements.
1. Title 24, California Code of Regulations (CCR), Part 1 – California Building Code (CBC).
2. Title 24, California Code of Regulations (CCR), Part 2 – California Building Code (CBC).
1.4 QUALITY OF THE WORK
A. Quality of Products: Unless otherwise indicated or specified, all products shall be new, free of defects and fit for the intended use.
B. Quality of Installation: All Work shall be produced plumb, level, square and true, or true to indicated angle, and with proper alignment and relationship between the various elements.
C. Protection of Existing and Completed Work: Contractor shall take all measures necessary to preserve and protect existing and completed Work free from damage, deterioration, soiling and staining, until acceptance of the Work by Owner’s Representative through Construction Manager.
D. Standards and Code Compliance and Manufacturer's Instructions and Recommendations:
Unless more stringent requirements are indicated or specified, comply with manufacturer's instructions and recommendations, reference standards and building code research report requirements in preparing, fabricating, erecting, installing, applying, connecting, and finishing Work.
E. Deviations from Standards and Code Compliance and Manufacturer's Instructions and Recommendations: Document and explain all deviations from reference standards and building code research report requirements and manufacturer's product installation
01 45 00 QUALITY CONTROL Date Printed: October 17, 2025 Document Version: 1.0 Current Update: May 2023
instructions and recommendations, including acknowledgement by the manufacturer that such deviations are acceptable and appropriate for the Project.
1.5 CONTRACTOR'S QUALITY CONTROL
A. Contractor's Qualifications: Contractor and all subcontractors shall be licensed by State of California, Contractors License Board, to perform Work required by the Contract Documents. In addition, current specialty certifications, approvals and licenses of building product manufacturers shall be held by those performing the Work, as applicable.
1. Contractor shall employ highly skilled and trained craftpersons together with such other employees as required by applicable laws, rules, and ordinances.
2. Each craft shall be under constant supervision by qualified foreman or other designated supervisor to ensure that Work performed is of highest quality.
B. Contractor's Quality Control: Contractor shall ensure that products, services, workmanship, and site conditions comply with requirements of the Drawings and Specifications by coordinating, supervising, testing, and inspecting the Work and by utilizing only suitably qualified personnel.
C. Quality Requirements:
1. Work shall be accomplished in accordance with quality requirements of the Contract Drawings and Contract Specifications, including, by reference, all Codes, laws, rules, regulations, and standards.
2. When no quality basis is prescribed, the quality shall be in accordance with the best accepted practices of the construction industry for the locale of the Project, for similar projects and in compliance with applicable Codes, laws, rules, and regulations of authorities having jurisdiction.
D. Quality Control Personnel: Contractor shall employ and assign knowledgeable and skilled personnel as necessary to perform quality control functions to ensure that the Work is provided as required.
E. Coordination of Field Quality Control: Contractor shall coordinate and schedule with Engineer quality assurance activities of Testing Laboratory and inspectors from authorities having jurisdiction.
F. Verification of Quality: Work shall be subject to Review and Approval by Project Team Members (i.e. Landscape Architect, Engineers, Construction Manager, and other responsible design professionals, Testing Laboratory, Authority Having Jurisdiction (AHJ), serving utilities and product manufacturers, in accordance with provisions of the General Provisions of the Contract and requirements of product manufacturers.
1. Contractor shall cooperate by making Work available for observation, inspection, and testing by designated representatives of Engineer, Owner’s Representative, Authority Having Jurisdiction (AHJ), serving utilities and product manufacturers.
2. Such verification may include observation, inspection and testing at mill, plant, shop, or project site locations where products for the Work are manufactured, fabricated, or assembled.
3. Contractor shall provide access and facilities for verification of quality by Engineer, Owner’s Representative, Authority Having Jurisdiction (AHJ), serving utilities and product manufacturers. See additional requirements specified herein in Article 1.12
01 45 00 QUALITY CONTROL Date Printed: October 17, 2025 Document Version: 1.0 Current Update: May 2023
titled "CONTRACTOR'S RESPONSIBILITIES FOR OBSERVATIONS, INSPECTIONS AND TESTS."
4. Contractor shall provide all information and assistance necessary for verification of quality, including that by and from subcontractors, fabricators, materials suppliers, manufacturers, installers, applicators, and others performing Work.
5. Contract modifications, if any, resulting from such verification activities shall be governed by applicable provisions in the General Provisions of the Contract.
6. Contractor shall notify Engineer in writing within 10 working days of completion of work installed by Owner’s Representative under separate contract of any defects or discrepancies that will cause delay or cost to the Contract. Failure to notify the Engineer in writing shall constitute acceptance of the work as complying with the Contract and coordinated with Contractor's interface and work to be completed.
7. Prior to expiration of guaranty period provided under the Contract, Owner’s Representative may exercise its right to reinspection.
a. If a determination is made to hold such an inspection, Engineer will schedule inspection in conjunction with Contractor.
b. At a minimum, Contractor's authorized representative and Engineer shall participate in reinspection.
c. Discrepancies noted during reinspection, except normal wear and tear, normal weathering and abuse shall be corrected by Contractor at no cost to Owner. Such repairs shall be made promptly and to satisfaction of Engineer.
8. All reviews (re-inspections) required of Project Team members due to contractor or his subcontractors that are found to be deficient as the result of not being fully prepared or in non-conformance with the Construction Documents shall be back charged to the contractor. The back charge amount shall include all associated fees based on time, material, and travel expenses of those Project Team members involved with deficient or non-conforming reviews.
G. Observations by Engineer, Owner’s Representative and Owner’s Representative's Consultants:
1. Periodic and occasional observations of Work in progress will be made by Engineer, Owner’s Representative, and Owner’s Representative's consultants as determined necessary to review progress of Work and general conformance with design intent.
2. Continuous inspection will be made by Project Inspector and the independent Testing Laboratory engaged by Owner’s Representative.
H. Limitations on Inspection, Test and Observations: Employment of Project Inspector, independent Testing Laboratory and observations by Engineer, Owner’s Representative and other responsible design consultants shall in no way relieve Contractor of duties and responsibilities to perform Work in full conformance to all requirements of Contract Documents and applicable Building Code and other regulatory requirements.
I. Non-Conforming Work:
1. Correction of Non-Conforming Work: Non-conforming Work shall be modified, replaced, repaired, or redone by the Contractor at no change in Contract Sum or Contract Time.
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2. Rejection of Non-Conforming Work: Owner’s Representative through Construction Manager reserves the right to reject all Work not in conformance to the requirements of the Drawings and Specifications.
3. Acceptance of Non-Conforming Work: Acceptance of non-conforming Work, without specific written acknowledgement and approval of the Engineer and, as applicable, authorities having jurisdiction, shall not relieve the Contractor of the obligation to correct such Work.
4. Contract Adjustment for Non-conforming Work: Should Owner’s Representative through Construction Manager determine that it is not feasible or in Owner's Representative interest to require non-conforming Work to be repaired or replaced, and should non-conforming Work not be in conflict with the requirements of authorities having jurisdiction, an equitable reduction in Contract Sum shall be made by agreement between Owner’s Representative and Contractor. If equitable amount cannot be agreed upon, a Construction Change Directive will be issued and the amount in dispute resolved in accordance with applicable provisions of the General Provisions of the Contract.
5. Non-Responsibility for Non-Conforming Work: Owner’s Representative and Owner’s Representative's consultants disclaim any and all responsibility for Work not produced in full conformance with the Contract Documents and the requirements of Authority Having Jurisdiction (AHJ).
1.6 INSPECTIONS AND TESTS BY AUTHORITIES HAVING JURISDICTION A. Contractor's Assistance: Contractor shall assist in all tests and inspections required by authorities having jurisdiction over the Work under this Contract, including those required by Authority Having Jurisdiction (AHJ), including Owner’s Representative, Carlsbad Municipal Water District (CMWD), Crown Castle, San Diego, Gas and Electric (SDGE), San Diego County Water Authority (SDCWA) San Diego County Health Department, City of Carlsbad, California Department of Fish & Wildlife, California Coastal Commission, San Diego Regional Water Quality Control Board (SDRWQCB), Air Pollution Control District (APCD) where applicable and similar authorities having jurisdiction. Such assistance shall include notification of the Engineer and Project Inspector when the Work is ready for inspection or re-inspection.
1.7 INSPECTIONS BY OWNER’S REPRESENTATIVE
A. Access to the Work: On behalf of the Owner’s Representative, Engineer and Project Inspector shall have access at all times for the purpose of inspection of the Work, including access to offsite shops and other fabrication and mixing facilities where the Work is in preparation. Contractor shall at all times maintain proper facilities and provide safe access for such inspection.
1. Should it be considered necessary or advisable by the Engineer, at any time before final acceptance of the entire Work, to make an examination of the Work already completed, by removing or tearing out the same, the Contractor shall on request promptly furnish all necessary facilities, labor, and materials.
2. If such Work is found to be defective, in any respect, due to the fault of the Contractor or Contractor's subcontractor, Contractor shall defray all expenses of such examinations and of satisfactory reconstruction. If, however, such Work is found to
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meet the requirements of the Contract, the additional cost of labor and material necessarily involved in the examination and replacement shall be allowed the Contractor.
B. Rejection of Work by Owner’s Representative: Owner’s Representative, through Construction Manager, shall have the right to reject materials and workmanship which are defective or non-conforming, or to require their correction.
1. Rejected workmanship shall be satisfactorily corrected and rejected materials shall be removed from the premises without charge to the Owner.
2. If the Contractor does not correct such rejected Work within a reasonable time, fixed by written notice, the Owner may repair or replace defective and non-conforming Work and charge the expense to the Contractor.
1.8 INSPECTIONS BY OWNER'S PROJECT INSPECTOR
A. Inspections by Owner's Project Inspector: Owner will employ a full-time Project Inspector.
Project Inspector shall be certified and approved by Authority Having Jurisdiction (AHJ).
1. The Work of construction in all stages of progress shall be subject to the personal, continuous observation of the Project Inspector. Contractor shall provide free and safe access to any and all parts of the Work at all times.
2. Contractor shall furnish to the Project Inspector reasonable facilities for obtaining such information as may be necessary to keep the Project Inspector fully informed respecting progress and manner of the Work and the character of the materials.
3. Inspection of the Work by the Project Inspector shall not relieve the Contractor of any obligation to fulfill the Contract.
1.9 INSPECTIONS BY INDEPENDENT TESTING LABORATORY
A. Inspections by Independent Testing Laboratory:
1. Owner will select, employ, and pay for an independent Testing Laboratory, licensed, certified, and approved by Authority Having Jurisdiction (AHJ). Testing Laboratory will conduct tests and inspections as indicated on Drawings, in Specifications and as required by Authority Having Jurisdiction (AHJ).
2. Testing Laboratory shall be licensed to conduct testing and inspection operations and services in the State of California. Testing Laboratory services for this project shall be supervised by Civil Engineer licensed to practice in the State of California, who shall certify and sign all reports.
B. Responsibilities of Independent Testing and Inspection Agency (Testing Laboratory):
1. Testing Laboratory shall provide qualified personnel at the project site and other locations where Work of the Contract is performed.
2. Testing Laboratory shall cooperate with Engineer, Landscape Architect, and Contractor when performing testing and inspection services.
3. Testing Laboratory shall perform observations, inspections, sampling, and testing of products in compliance with requirements of the Contract Documents and Authority Having Jurisdiction (AHJ).
4. Testing Laboratory shall determine whether materials, mixes, products, application and installation procedures, characteristics of completed Work comply with requirements of the Contract Documents.
5. Contractor shall pay for the following:
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a. Mileage and travel time for quality control services by Testing Laboratory when travel of more than 50 miles from the project site is required. b. Overtime pay for personnel of Testing Laboratory when observations, inspections or tests are required after normal, established working hours. c. All costs for repeated observations, reinspection or retesting by Testing Laboratory due to non-conforming Work.
d. Owner will deduct such costs from the final payment (or funds due and payable) under the Contract. Contract Sum will be adjusted accordingly by Change Order.
6. Contractor shall make the Work in all stages of progress available for personal and continuous observation by the Testing Laboratory.
a. Testing Laboratory shall have free access to any and all parts of the Work at all times.
b. Contractor shall provide the Testing Laboratory with reasonable facilities for Testing Laboratory to obtain such information as Testing Laboratory determines is necessary for Testing Laboratory to be kept fully informed of the progress and manner of performance of the Work and character of products, according to Testing Laboratory's duties and responsibilities.
c. Observation and inspection of the Work by Testing Laboratory shall not relieve Contractor from any obligation to fulfill the requirements of the Contract.
C. Inspections and Tests by Authorities Having Jurisdiction: Engineer through Project Inspector and Testing Laboratory will cause all tests and inspections required by Authority Having Jurisdiction (AHJ) to be made for Work under this Contract.
1. Contractor shall notify Engineer and Project Inspector in writing of required schedule and shall coordinate the conducting of required tests and inspections.
2. All time required for inspections and tests by authorities having jurisdiction shall be included in the Contract Time.
3. Costs for inspections and tests by Authority Having Jurisdiction (AHJ) will be paid by Owner.
D. Submission of Reports: Testing Laboratory will promptly submit one copy of each report of observations, inspections, sampling, and testing to the following:
1. Engineer; Owner’s Representation, Construction Manager.
2. Contractor.
3. Project Inspector.
4. Owner’s Representative.
5. Owner’s Representative’s consultant (design professional of record), as appropriate to the Work: Structural engineer, mechanical engineer, and electrical engineer.
6. Authority Having Jurisdiction (AHJ).
1.10 INSPECTIONS AND TESTS BY SERVING UTILITIES
A. Inspections and Tests by Serving Utilities:
1. Contractor shall cause all tests and inspections required by serving utilities to be made for Work under this Contract.
2. Except as specifically noted, scheduling, coordinating, conducting, and paying for such inspections shall be solely the Contractor's responsibility.
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3. Unless otherwise specified, inspections and tests by authorities having jurisdiction shall be included in Contract Time and Contract Sum.
1.11 INSPECTIONS AND
1.12 ESTS BY PRODUCT MANUFACTURERS
A. Inspections and Tests by Product Manufacturers:
1. Contractor shall cause all tests and inspections specified or required to be conducted by product manufacturers or authorized representatives of product manufacturers to be made.
2. Additionally, Contractor shall cause all tests and inspections required by product manufacturers or installer/applicator as conditions of guarantee, warranty, or certification of Work to be made, the cost of which shall be included in the Contract Sum. Provide reports in format and with content comparable to that specified under Article titled "INSPECTIONS BY INDEPENDENT TESTING LABORATORY." B. Reports of Inspections and Tests by Product Manufacturers: Contractor shall provide reports in format and with content comparable to that specified under Article titled "INSPECTIONS BY INDEPENDENT TESTING LABORATORY."
1.13 CONTRACTOR'S RESPONSIBILITIES FOR OBSERVATIONS, INSPECTIONS AND TESTS A. Contractor's Responsibilities for Observations, Inspections and Tests:
1. Contractor shall notify Testing Laboratory, Project Inspector, and product manufacturer, as applicable, 48 hours in advance of expected time for operations requiring inspection and testing services.
2. Contractor shall deliver to Testing Laboratory or designated location, adequate samples of materials proposed to be used which require advanced testing, together with proposed mix designs.
3. Contractor shall cooperate with Engineer, Owner’s Representative, and Owner’s Representative's consultants, as applicable, Testing Laboratory, Project Inspector, and product manufacturer in the conduct of inspections and tests. Contractor shall provide access to Work areas and off-site fabrication and assembly locations, including during weekends and after normal work hours.
4. Contractor shall provide incidental labor and facilities as necessary to ensure safe access to Work to be tested and inspected, to obtain and handle samples at the Project site or at source of products to be tested, and to store and cure test samples.
5. Contractor shall provide, at least 15 working days in advance of first test or inspection of each type, a schedule of tests or inspections indicating types of tests or inspections and their scheduled dates.
B. Additional Tests: Costs for additional tests, inspections, and related services, due to the following, shall be reimbursed to Owner by Contractor and no change in Contract Time shall result.
1. Failure to properly schedule or notify Testing Laboratory, Project Inspector or other responsible testing and inspection agency, manufacturer and authorities having jurisdiction.
2. Changes in sources, lots, or suppliers of products after original tests or inspections.
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3. Changes in means, methods, techniques, sequences, and procedures of construction which necessitate additional observation, inspection, testing, sampling, and related services.
4. Changes in mix designs, such as those for concrete, mortar, and plaster, after review and acceptance of submitted mix design.
5. Re-testing caused by a failed test or inspection.
PART 2 – PRODUCTS (NOT USED)
PART 3 – EXECUTION (NOT USED)
END OF SECTION
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01 50 00 TEMPORARY FACILITIES AND CONTROLS
PART 1 GENERAL
1.01 PAYMENT
a. Payment for field office will be made at the price Bid and will include full compensation for installing and removing the field office, relocating it as may be necessary to facilitate the Project, obtaining all permits, property rental, providing utilities including, but not limited to, high speed internet service, electrical, telephone, potable water and sanitary facilities, and maintenance. The rate will be paid throughout the duration of the Contract that the field office, complete with all facilities and utilities, is available to the Engineer and on the Project except when the Engineer has ordered that the field office be removed from the Project.
1.02 FIELD OFFICE
a. During the performance of this Contract, Contractor shall maintain a suitable construction trailer/office at or near the Site which shall be the headquarters of its representative authorized to receive drawings, instructions, or other communication or articles. Any communication given to the representative or delivered at Contractor's office at the Site in the representative's absence shall be deemed to have been delivered to Contractor. b. Copies of the Drawings, Specifications, and other Contract Documents shall be kept at Contractor's construction trailer/office at the Site and available for use at all times. c. High speed internet service shall be provided.
d. Add to Greenbook Section 8-2 Field Office Facilities:
1. Contractor shall furnish the Engineer a separate "Class A" Field Office. The field office shall be for the exclusive use of the Engineer and such other individuals that the Engineer may designate. The field office shall be a separate structure from any other office facility. The Contractor shall maintain the field office throughout the entire duration of the contract unless the Engineer shall otherwise direct. This office shall have a minimum floor space of 600 ft2. All doors and windows shall be provided with screens.
2. Furniture shall be provided as follows: one plan table, two standard five feet long double-pedestal desks with a drawer suitable for holding files, two chairs each, one drafting stool, and one plan rack.
3. Electric power shall be provided to include a minimum of four duplex convenience outlets. The office shall be illuminated at the tables and desks. An outdoor lighting fixture with a 300-watt equivalent LED bulb shall be installed.
4. Dedicated high-speed wireless internet access at the highest speed available shall be provided at no cost to the City and shall be separate from wireless internet access for the Contractor’s field office.
5. Heating and air conditioning of sufficient capacity shall be provided at no expense to the Agency. The Contractor shall provide drinking water within the office and integral sanitary facilities. Sanitary facilities shall include a toilet and wash basin with hot and cold running water.
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6. Additionally, the "Class A" Field Office shall be provided with: one (1) full-sized modern copier/scanner/fax with color capability to be submitted for approval by the Engineer; one full sized (1) refrigerator, and one (1) microwave oven. Water cooler to have hot and chilled water. Conference table and seating for up to 10 people with large screen monitor (minimum 60” screen) wall mounted near the conference table for plan viewing. The integral sanitary facilities may be separate enclosed toilets. Furnishings are subject to agency approval. The field office shall be located at a site satisfactory to the Engineer and within or immediately adjacent to the limits of work. Access and three parking spaces for the exclusive use of the Engineer and his/her designees that are convenient and satisfactory to the Engineer shall be provided by the Contractor. The field office shall have a 24" by 36" sign affixed near the entry door. The sign text shall be proportioned as shown below. The Contractor shall affix a City seal to the sign in a centered location. The City seal will be supplied by the Engineer.
7. Access and 3 parking spaces for the exclusive use of the Construction Manager, Engineer and designees shall be provided by the Contractor. e. The Contractor shall perform Work and furnish materials, labor, tools, equipment or services that may be reasonably inferred as being required to produce the intended result, whether specifically called for in the Contract Documents, at no additional cost to the Agency.
f. Provide and maintain required grant signage/credit at the site per DPR/HUD branding guidance (wording, logos, placement). Include photo documentation in closeout submittals
g. Visible, existing improvements for which no specific disposition is made on the Plans, but which interfere with the Work, shall be removed and disposed of by the Contractor with the prior approval of the Engineer.
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1.03 WATER
a. All water required for and in connection with the Work to be performed shall be provided by and at the expense of Contractor. No separate payment for water used or required will be made and all costs in connection with the water shall be included in the Bid. b. All water required for and in connection with the Work to be performed shall be furnished by and at the expense of Contractor through meters installed on hydrants. Contractor shall supply all necessary tools, hose, and pipe, or otherwise transport the water to the point of use, and shall make its own arrangements with the appropriate water department as to the amount of water required and the time when the water will be needed. Indiscriminate use of water so furnished will not be permitted. Special hydrant wrenches shall be used for opening and closing fire hydrants. In no case shall pipe wrenches be used for this purpose.
1.04 POWER
a. Contractor shall provide all power for heating, lighting, operation of Contractor's plant or equipment, or for any other use by Contractor. Temporary heat and lighting shall be maintained until the Work is accepted.
b. Construction Operations. Each Contractor shall provide all power for operation of its plant and equipment, or for any other use, except building heating and lighting. All building heating and lighting shall be provided under Contract.
c. Temporary Lighting and Heating. Contractor under Contract shall provide temporary heat and light for all buildings, to protect the Work and maintain suitable working conditions.
Temporary heat and light shall be maintained until Work under Contract has been accepted by Agency.
d. When operational, the permanent heating and ventilating system and the permanent lighting system shall be used by Contractor under Contract to provide temporary heat and light. Before use of the permanent heating and ventilation system in the buildings, Contractor shall install a filter with MERV of 8 at each return air grille in the system and remove the filter at end of construction.
e. Temporary heat shall be provided when the temperature falls below 50°F (10°C) and as otherwise required to maintain reasonable working conditions and protect all Work, materials, and equipment against damage from dampness or cold, to dry out the structure, or to maintain proper conditions for the installation and curing of materials. f. Heating equipment and fuels shall be suitable for the particular purpose and shall include adequate safety devices. Combustion type heaters shall not be used without proper venting nor in areas where such equipment might introduce a hazard. Heat from Owner's existing facilities shall not be used.
g. All enclosed areas shall be ventilated (using forced-draft equipment when necessary) as required to maintain proper conditions for workers and the Work and to avoid any accumulation of hazardous dust or fumes.
1. Contractor at its own expense shall make authorized connections to the existing power sources and shall extend temporary service lines to the required areas.
Temporary wiring shall conform to Article 305 of the NEC.
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2. Contractor shall at all times provide adequately against waste and needless use of power. Electrical power shall be used only in such quantities as will not interfere with Owner's requirements, and care shall be taken not to overload the existing facilities. Contractor shall provide any additional or temporary electrical power or power of other voltages it may require for prosecution of the Work. h. These provisions shall not be construed as a guarantee by Agency of the uninterrupted continuation of power, and interruptions beyond the control of Agency shall not be reason for claims for additional costs nor for extensions of time. Contractor shall provide, at no additional cost to Agency, any necessary power required for prosecution of the Work during such interruptions.
1.05 SANITARY FACILITIES
a. Contractor shall furnish temporary sanitary facilities at the Site, as provided in the Contract, for the needs of all construction workers and others performing Work or furnishing services on the Project.
b. Sanitary facilities shall be of reasonable capacity, properly maintained throughout the construction period, and obscured from public view to the greatest practical extent. If toilets of the chemically treated type are used, at least 1 toilet will be furnished for each 20 persons, with a minimum of 1 ADA unit. Contractor shall enforce the use of such sanitary facilities by all personnel at the Site.
1.06 VOICE AND DATA SERVICES
a. Contractor shall self-provided voice and data service b. Contractor shall provide voice and data service to owner’s representative and Engineer while on site.
1.07 CONSTRUCTION AIDS
a. Contractor shall furnish, install, maintain, and operate all construction aids required by it and its Subcontractors in the performance of the Work, except as otherwise provided in the Contract.
b. Contractor under Contract shall provide construction aids necessary for the performance of Work by other Contractors on the Project. Such construction aids shall be suitable for conditions encountered and shall include:
1. Elevators and hoists
2. Cranes
3. Temporary enclosures
4. Swing staging
5. Scaffolding
6. Temporary stairs
c. Contractor will provide, store, fuel, and maintain one (1) 4-wheel drive Utility Task Vehicle or UTV with a fully enclosed, secured storage location (e.g., Conex box) for City of Carlsbad sole use. RANGER CREW XP 1000 or approved equal. Payment for UTV shall be split 50% upon delivery and after initial inspection and test drive/operation. 50% shall be paid upon transfer of ownership at the end of the project.
d. UTV shall have the following features:
1. Solid doors with crank windows and a solid roof
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2. Fixed front and rear glass windshield
3. Seating for at least four adult riders
4. Utility/truck bed
5. Front bumper with winch
e. Ownership/title of the UTV will be transferred to the City of Carlsbad at the end of the project as part of close-out and extra stock. Prior to final payment for the UTV the Contractor shall provide:
1. All original and copies of keys for vehicle and security fobs
2. Any original purchase documents, which should include bill of sale and vehicle registration documentation
3. Signed California Certificate of Title
4. Transfer of Title: Contractor shall transfer title to the City at the end of the project and provide all required title documentation.
5. Contractor shall also provide separate bill of sale transferring ownership from Contractor to the City.
1.08 MAINTENANCE OF TRAFFIC
a. Contractor shall conduct its Work to interfere as little as possible with public travel, whether vehicular or pedestrian. Whenever it is necessary to cross, obstruct, or close roads, driveways, and walks, whether public or private, Contractor shall provide and maintain suitable and safe bridges, detours, or other temporary expedients for the accommodation of public and private travel, and shall give reasonable notice to owners of private drives before interfering with them. Such maintenance of traffic will not be required when Contractor has obtained permission from the Agency and tenant of private property, or from the authority having jurisdiction over public property involved, to obstruct traffic at the designated point. Contractor shall obtain all required traffic control plans and permits.
b. In making open-cut street crossings, Contractor shall not block more than one-half of the street at a time. Whenever possible, Contractor shall widen the shoulder on the opposite side to facilitate traffic flow. Temporary surfacing shall be provided as necessary on shoulders. Contractor shall obtain all required traffic control plans and permits. c. Temporary Bridges. Contractor shall construct substantial bridges at all points where it is necessary to maintain traffic across pipeline construction. Bridges in public streets, roads, and highways shall be acceptable to the authority having jurisdiction thereover. Bridges erected in private roads and driveways shall be adequate for the service to which they will be subjected. Bridges shall be provided with substantial guardrails and with suitably protected approaches. Foot bridges shall be at least 4 feet wide, provided with handrails and uprights of dressed lumber. Bridges shall be maintained in place as long as the conditions of the Work require their use for safety of the public. When necessary for the proper prosecution of the Work in the immediate vicinity of a bridge, the bridge may be relocated or temporarily removed for such period as Engineer may permit. d. Detours. Where required by the authority having jurisdiction thereover that traffic be maintained over any Construction Work in a public street, road, or highway, and the traffic cannot be maintained on the alignment of the original roadbed or pavement,
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Contractor shall, at its own expense, construct and maintain a detour around the Construction Work. Each detour shall include a bridge across the pipe trench and all necessary barricades, guardrails, approaches, lights, signals, signs, and other devices and precautions necessary for protection of the Work and safety of the public. Contractor shall obtain all required traffic control plans and permits.
1.09 BARRICADES AND LIGHTS
a. Contractor shall obtain all required traffic control plans and permits. b. All streets, roads, highways, and other public thoroughfares which are closed to traffic shall be protected by effective barricades on which shall be placed acceptable warning signs. Barricades shall be located at the nearest intersecting public highway or street on each side of the blocked section.
c. All open trenches and other excavations shall have suitable barricades, signs, and lights to provide adequate protection to the public. Obstructions, such as material piles and equipment, shall be provided with similar warning signs and lights. d. All barricades and obstructions shall be illuminated with warning lights from sunset to sunrise. Material storage and conduct of the Work on or alongside public streets and highways shall cause the minimum obstruction and inconvenience to the traveling public. e. All barricades, signs, lights, and other protective devices shall be installed and maintained in conformity with applicable statutory requirements and, where within railroad and highway rights-of-way, as required by the authority having jurisdiction thereover.
1.10 FENCES
a. All existing fences to remain and affected by the Work shall be maintained by Contractor until completion of the Work. Fences which interfere with construction operations shall not be relocated or dismantled until written permission is obtained from the owner of the fence, and the period the fence may be left relocated or dismantled has been agreed upon. Where fences must be maintained across the construction easement, adequate gates shall be installed. Gates shall be kept closed and locked at all times when not in use. b. On completion of the Work across any tract of land, Contractor shall restore all fences to their original or to a better condition and to their original locations.
1.11 PROTECTION OF PUBLIC AND PRIVATE PROPERTY
a. Contractor shall protect, shore, brace, support, and maintain all underground pipes, conduits, drains, and other underground construction uncovered (or covered) or otherwise affected by its construction operations. All pavement, surfacing, driveways, curbs, walks, buildings, utility poles, guy wires, fences, and other surface structures affected by construction operations, together with all sod and shrubs in yards, parkways, and medians, shall be restored to their original condition, whether within or outside the easement. All replacements shall be made with new materials. b. No trees shall be removed outside the permanent easement, except where authorized by the Engineer or Consulting Engineer. Whenever practicable, Contractor shall tunnel beneath trees when on or near the line of trench. Hand excavation shall be employed as
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necessary to prevent injury to trees. Trees left standing shall be adequately protected against damage from construction operations.
c. Contractor shall be responsible for all damage to streets, roads, highways, shoulders, ditches, embankments, culverts, bridges, and other public or private property, regardless of location or character, which may be caused by transporting equipment, materials, or workers to or from the Work Site or any part of it, whether by Contractor or its Subcontractors. Contractor shall make satisfactory and acceptable arrangements with the owner of, or the agency or authority having jurisdiction over, the damaged property concerning its repair or replacement or payment of costs incurred in connection with the damage.
d. All fire hydrants and water control valves shall be kept free from obstruction and available for use at all times.
1.12 DAMAGE TO EXISTING PROPERTY
a. Contractor will be held responsible for any damage to existing structures, Work, materials, or equipment because of its operations and shall repair or replace any damaged structures, Work, materials, or equipment to the satisfaction of, and at no additional cost to, Agency.
b. Contractor shall protect all existing structures and property from damage and shall provide bracing, shoring, or other work necessary for such protection. c. Contractor shall be responsible for all damage to streets, roads, curbs, sidewalks, highways, shoulders, ditches, embankments, culverts, bridges, or other public or private property, which may be caused by transporting equipment, materials, or workers to or from the Work Site. Contractor shall make satisfactory and acceptable arrangements with the agency having jurisdiction over the damaged property concerning its repair or replacement.
1.13 TREE AND PLANT PROTECTION
a. All trees and other vegetation which must be removed to perform the Work shall be removed and disposed of by Contractor; however, no trees or cultured plants shall be unnecessarily removed unless their removal is indicated on the Drawings. All trees and plants not removed shall be protected against injury from construction operations. b. Trees considered by Engineer to have any significant effect on construction operations are indicated on the Drawings and those which are to be preserved are so indicated. c. Contractor shall take extra measures to protect trees designated to be preserved, such as erecting barricades, trimming to prevent damage from construction equipment, and installing pipe and other Work by means of hand excavation or tunneling methods. Such trees shall not be endangered by stockpiling excavated material or storing equipment against their trunks.
d. When injuring or removal of trees designated to be preserved cannot be avoided, or when removal and replacement is indicated on the Drawings, each tree injured beyond repair or removed shall be replaced with a similar tree of the nearest size possible. e. All trimming, repair, and replacement of trees and plants shall be performed by qualified nursery workers or horticulturists.
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f. Contractor shall take extra measures to protect plant material within the identified HMP area from being damaged by construction activities, such as erecting barricades, to prevent damage from construction equipment. Such sensitive plant material shall not be endangered by stockpiling excavated material or storing equipment in the HMP or in the identified HMP Buffer area.
1.14 SECURITY
a. Contractor shall be responsible for protection of the Site, and all Work, materials, equipment, and existing facilities thereon, against vandals and other unauthorized persons.
b. No claim shall be made against Agency by reason of any act of an employee or trespasser, and Contractor shall make good all damage to Agency’s property resulting from Contractor's failure to provide security measures as specified. c. Security measures are the SOLE responsibility of the contractor and include security of the site after hours and on weekends. Security actions may include fencing, barricades, lighting, watchman services, site cameras, and other measures as required to protect the Site.
1.15 ACCESS ROADS
a. Contractor shall establish and maintain temporary access roads to various parts of the Site as required to complete the Project. Such roads shall be available for the use of all others performing work or furnishing services in connection with the Project.
1.16 PARKING
a. Contractor shall provide and maintain suitable parking areas for the use of all workers and others performing Work or furnishing services in connection with the Project, as required to avoid any need for parking personal vehicles where they may interfere with public traffic, Agency’s operations, other Agencies’ operations, or construction activities.
1.17 NOISE CONTROL
a. Contractor shall take reasonable measures to avoid unnecessary noise. Such measures shall be appropriate for the normal ambient sound levels in the area during working hours. All construction machinery and vehicles shall be equipped with practical sound- muffling devices, and operated in a manner to cause the least noise consistent with efficient performance of the Work; and in compliance with applicable city ordinance and The project’s Mitigation Monitoring and Reporting Program. b. During construction activities on or adjacent to occupied buildings, and when appropriate, Contractor shall erect screens or barriers effective in reducing noise in the building and shall conduct its operations to avoid unnecessary noise which might interfere with the activities of building occupants.
1.18 DUST CONTROL
a. Contractor shall take reasonable measures to prevent unnecessary dust. Earth surfaces subject to dusting shall be kept moist with water or by application of a chemical dust suppressant. When practicable, dusty materials in piles or in transit shall be covered to prevent blowing dust.
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b. Buildings or operating facilities which may be affected adversely by dust shall be adequately protected from dust. Existing or new machinery, motors, instrument panels, or similar equipment shall be protected by suitable dust screens. Proper ventilation shall be included with dust screens.
1.19 TEMPORARY DRAINAGE PROVISIONS
a. Contractor shall provide for the drainage of storm water and such water as may be applied or discharged on the Site in performance of the Work. Drainage facilities shall be adequate to prevent damage to the Work, the Site, and adjacent property and be compliant with the project’s Stormwater Pollution Prevention Plan. b. Existing drainage channels and conduits shall be cleaned, enlarged, or supplemented as necessary to carry all increased runoff attributable to Contractor's operations. Dikes shall be constructed as necessary to divert increased runoff from entering adjacent property (except in natural channels), to protect Agency’s facilities and the Work, and to direct water to drainage channels or conduits. Ponding shall be provided as necessary to prevent downstream flooding.
1.20 EROSION CONTROL
a. Contactor shall be compliant with the project’s Stormwater Pollution Prevention Plan. b. Contractor shall prevent erosion of soil on the Site and adjacent property resulting from its construction activities. Effective measures shall be initiated prior to the commencement of clearing, grading, excavation, or other operation that will disturb the natural protection.
c. Work shall be scheduled to expose areas subject to erosion for the shortest possible time, and natural vegetation shall be preserved to the greatest extent practicable. Temporary storage and construction buildings shall be located, and construction traffic routed, to minimize erosion. Temporary fast-growing vegetation or other suitable ground cover shall be provided as necessary to control runoff.
1.21 POLLUTION CONTROL
a. Contactor shall be compliant with the project’s Stormwater Pollution Prevention Plan. b. Contractor shall prevent the pollution of drains and watercourses by sanitary wastes, sediment, debris, and other substances resulting from construction activities. No sanitary wastes shall be permitted to enter any drain or watercourse other than sanitary sewers.
No sediment, debris, or other substance shall be permitted to enter sanitary sewers, and reasonable measures shall be taken to prevent such materials from entering any drain or watercourse.
1.22 PEST CONTROL
a. Contractor shall conform with the City of Carlsbad’s 2017 Integrated Pest Management Plan
1.23 RODENT CONTROL
a. Contractor shall conform with the City of Carlsbad’s 2017 Integrated Pest Management Plan
01 50 00 TEMPORARY FACILITIES AND CONTROLS Date Printed: October 17, 2025 Document Version: 1.0 Current Update: May 2023
PART 2 PRODUCTS (NOT USED)
PART 3 EXECUTION (NOT USED)
END OF SECTION
01 51 00 TEMPORARY UTILITIES Date Printed: October 17, 2025 Document Version: 1.0 Current Update: May 2023
01 51 00 TEMPORARY UTILITIES
PART 1 – GENERAL
1.1 SECTION INCLUDES
A. Temporary utilities and services, including:
1. Heating and cooling during construction.
2. Ventilation during construction.
3. Temporary water service.
4. Temporary sanitary facilities.
5. Temporary power and lighting.
6. Construction telephone service.
7. Removal of temporary utilities.
1.2 RELATED SECTIONS
A. Section 01 10 00 – Summary of the Project: Contractor's use of site and premises.
B. Section 01 81 19 – Indoor Air Quality Requirements: Indoor Air Quality (IAQ) management procedures and requirements during construction and prior to occupancy, including ventilation.
1.3 SUBMITTALS
A. Temporary Utilities: Submit reports of tests, inspections, applicable meter readings and similar procedures performed on temporary utilities.
1.4 TEMPORARY UTILITIES AND SERVICES
A. Temporary Utilities and Services, General: All utilities and other services necessary for proper performance of the Work shall be provided by Contractor. Refer to Special Provisions of the Contract. Temporary utilities and services shall conform to all applicable requirements of authorities having jurisdiction and serving utility companies and agencies, including the following:
1. Requirements of Authorities Having Jurisdiction, including:
a. Cal OSHA.
b. California Building Code (CBC) requirements.
c. Health and safety regulations.
d. Utility agency and company regulations.
e. Police, Fire Department and Rescue Squad rules.
f. Environmental protection regulations.
2. Standards:
a. NFPA Document 241 – Building Construction and Demolition Activities. b. ANSI A10 Series – Safety Requirements for Construction and Demolition. c. NECA Electrical Design Library – Temporary Electrical Facilities. d. SSPWC Section 7.1 The Contractors Equipment & Facilities
3. Refer to "Guidelines for Bid Conditions for Temporary Job Utilities and Services", prepared jointly by AGC and ASC, for industry recommendations.
01 51 00 TEMPORARY UTILITIES Date Printed: October 17, 2025 Document Version: 1.0 Current Update: May 2023
4. Electrical Service: Comply with NEMA, NECA and UL standards and regulations for temporary electric service. Install service in compliance with California Electrical Code (CEC).
B. Inspections: Arrange for authorities having jurisdiction to inspect and test each temporary utility before use. Obtain required certifications and permits.
C. Temporary Connections and Fees: Contractor shall arrange for services and pay all fees and service charges for temporary power, water, sewer, gas, and other utility services necessary for the Work.
1. Contractor shall apply for and obtain permits for temporary utilities, including permits for temporary generators, from authorities having jurisdiction.
2. All costs for temporary connections, including fees charged by serving utilities, shall be included in Contract Sum.
3. Charges for electrical power shall be paid as specified below in Paragraph 3.1.C.
4. Costs for water consumed through temporary construction water system shall be paid as specified below in Paragraph 3.1.B.
D. Permanent Connections and Fees: Contractor shall arrange for utility agencies and companies to make permanent connections. After Contract Completion review and determination that Work is acceptable, Owner will switch utilities over and pay utility service charges for services delivered through permanent connections, for normal quantities.
E. Use of Temporary Utilities: Enforce strict discipline in use of temporary utilities to conserve on consumption. Limit use of temporary utilities to essential and intended uses to minimize waste and abuse.
1.5 PROJECT CONDITIONS
A. Conditions of Use: Keep temporary services and facilities clean and neat in appearance.
Operate in a safe and efficient manner. Take necessary fire prevention measures. Do not overload facilities or permit them to interfere with progress. Do not allow hazardous, dangerous, unsanitary conditions, or public nuisances to develop or persist on the site.
1.6 HEATING AND COOLING
A. Temporary Heating and Cooling: Provide and pay for temporary heating and cooling devices, fuel, and related service charges to provide ambient temperatures as required to maintain conditions necessary for proper performance of construction activities & safe work environment.
B. Use of Permanent Heating and Cooling Systems: Permanent heating and cooling equipment may be used after completion, testing and inspection of systems and approval of code authorities having jurisdiction.
1. Prior to operation of permanent heating equipment for temporary heating purposes, verify that installation is approved for operation, equipment is lubricated and filters are in place.
2. Contractor shall provide and pay for operation, maintenance and regular replacement of filters and worn or consumed parts.
3. Immediately prior to Contract Completion review, change disposable filters and clean permanent filters of equipment used during construction.
01 51 00 TEMPORARY UTILITIES Date Printed: October 17, 2025 Document Version: 1.0 Current Update: May 2023
C. Temperature Criteria: Maintain interior ambient temperature of minimum 50 degrees F and maximum 80 degrees F, unless otherwise specified or approved by Construction Manager.
1.7 VENTILATION DURING CONSTRUCTION
A. Ventilation During Construction: Provide and pay for temporary ventilation devices, energy, and related service charges. Refer to Section 01 81 19 – Indoor Air Quality Requirements.
B. Use of Permanent Ventilation Systems: Permanent ventilation equipment may be used after completion, testing and inspection of systems and approval by Engineer and authorities having jurisdiction.
1. Prior to operation of permanent ventilation equipment for ventilation purposes during construction, verify that equipment is lubricated and filters are in place.
2. Contractor shall provide and pay for maintenance and regular replacement of filters and worn or consumed parts of permanent ventilation system using for ventilation during construction.
3. Immediately prior to Contract Completion review, change disposable filters and clean permanent filters of equipment used during construction.
C. Ventilation Criteria: Ventilate enclosed areas to assist cure of materials, to dissipate humidity and to prevent accumulation of dust, fumes, vapors, and gases, as necessary for proper performance of the Work.
D. Ventilation Prior to Occupancy: Refer to Section 01 81 19 – Indoor Air Quality Requirements for flush-out of building prior to occupancy.
1.8 TEMPORARY WATER SERVICE
A. Temporary Water Service: Locate and connect to existing water source for temporary construction water service. Extend branch piping with outlets located so that water is available by use of hoses.
1. Locate and connect to existing water source for temporary construction water service, as acceptable to Engineer.
2. Extend branch piping with outlets located so that water is available by use of hoses.
3. Temporary water service piping, valves, fittings, and meters shall comply with requirements of the serving water utility and California Plumbing Code (CPC).
4. All costs to establish temporary construction water system including meter connection feet, etc. shall be included in the Contract Sum.
5. Costs for water consumed through temporary construction water system shall be paid as specified below in Paragraph 3.1.B.
B. Use of Permanent Water System: Permanent water system may be used for construction water after completion, sterilization, testing and inspection of system and approval by Engineer and authorities having jurisdiction.
1.9 TEMPORARY SANITARY FACILITIES
A. Temporary Sanitary Facilities: Provide and maintain adequate temporary sanitary facilities and enclosures for use by construction personnel.
1. Number of temporary toilets shall be suitable for number of workers.
2. Provide wash-up sink with soap, towels, and waste disposal.
01 51 00 TEMPORARY UTILITIES Date Printed: October 17, 2025 Document Version: 1.0 Current Update: May 2023
B. Use of Permanent Sanitary Facilities: Do not use permanent sanitary facilities unless approved by Engineer. If approved immediately prior to Contract Completion review, thoroughly clean and sanitize permanent sanitary facilities used during construction.
1.10 TEMPORARY POWER AND LIGHTING
A. Temporary Power and Lighting, General: Comply with NECA Electrical Design Library – Temporary Electrical Facilities.
B. Temporary Power: Provide electric service as required for construction operations, with branch wiring and distribution boxes located to provide electrical service for performance of the Work.
1. Provide temporary electric feeder connected to electric utility service at location determined by Contractor and as approved by serving electric utility.
2. Temporary power conduit, raceways, fittings, conductors, panels, connections, disconnects, overcurrent protection, outlets and meters shall comply with requirements of the serving electric utility, California Electrical Code (CEC) and requirements of authorities having jurisdiction.
3. Contractor shall pay all costs to establish temporary electric service.
4. Charges for electrical power shall be paid as specified below in Paragraph 3.1.C.
5. As necessary in order to maintain construction progress, Contractor shall provide and pay all costs associated with generators used for temporary power.
C. Temporary Lighting: Provide temporary lighting as necessary for proper performance of construction activities site security and for inspection of the Work.
1. Provide branch wiring from power source to distribution boxes with lighting conductors, pigtails, and lamps as required.
2. Maintain lighting and provide routine repairs.
D. Protection: Provide weatherproof enclosures for power and lighting components as necessary. Provide overcurrent and ground-fault circuit protection, branch wiring and distribution boxes located to allow convenient and safe service about site of the Work.
Provide flexible power cords as required.
E. Use of Permanent Power and Lighting Systems: Permanent power and lighting systems may be used after completion, testing and inspection of systems and approval by Engineer and authorities having jurisdiction.
1. Contractor shall maintain lighting and make routine repairs and replacements as necessary.
F. Service Disruptions: When necessary for energizing and de-energizing temporary electric power systems, minimize disruption of service to those served by public mains. Schedule transfers at times convenient to Owner and to occupants.
G. Relamping: For permanent lighting used during construction, relamp all fixtures immediately prior to Contract Completion (punchlist) review.
1.11 CONSTRUCTION TELEPHONE SERVICE
A. Construction Telephone Service: Provide high speed wireless internet service at the maximum speed available to allow for computer and cellular phone connections via high speed WiFi to enable internet connections and communications between Engineer, Construction Manager, Project Inspector and Contractor. All costs for high speed wireless services to be included in the Contract Sum.
01 51 00 TEMPORARY UTILITIES Date Printed: October 17, 2025 Document Version: 1.0 Current Update: May 2023
PART 2 – PRODUCTS
2.1 MATERIALS AND EQUIPMENT
A. Materials: Provide new materials; if acceptable to the Architect, undamaged previously used materials in serviceable condition may be used. Provide materials suitable for the use intended. Their use and methods of installation shall not create unsafe conditions or violate requirements of applicable codes and standards.
B. Equipment: Provide new equipment.
PART 3 – EXECUTION
3.1 TEMPORARY UTILITIES INSTALLATION
A. Temporary Utilities Installation, General: Engage the appropriate local utility company or personnel to install temporary service or connect to existing service. All costs or use charges for temporary utilities shall be paid by Contractor.
B. Temporary Water Service: Contractor shall connect temporary water service to serving water utility's line. Contractor shall pay for all water consumed through temporary water system. After permanent water system is completed and Owner's account is established with serving water utility, Contractor will pay for quantities of water consumed until Contract closeout. If necessary, Contractor shall provide and pay for temporary water connections to permanent water service.
C. Temporary Electric Power Service: Contractor shall connect temporary electrical system to serving electrical utility's line. Contractor shall pay for all power consumed through temporary electrical service. Contractor shall provide and pay for temporary connections to permanent electric service, including grounding and disconnects required by authorities having jurisdiction.
D. Temporary Telephones: Contractor shall have telephone service available at its business office for the duration of contract where Contractor and its superintendent may be contacted. Cellular telephones for contact with Contractor's project manager and superintendent shall be provided.
E. Temporary Fire Protection: Until fire protection needs are supplied by permanent facilities, install, and maintain temporary fire protection facilities of the types needed to protect against reasonably predictable and controllable fire losses. Comply with NFPA 10 "Standard for Portable Fire Extinguishers," and NFPA 241 "Standard for Safeguarding Construction, Alterations and Demolition Operations."
1. Locate fire extinguishers where convenient and effective for their intended purpose, but not less than one extinguisher on each floor at or near each usable stairwell.
2. Store combustible materials in containers in fire-safe locations.
3. Maintain unobstructed access to fire extinguishers, fire hydrants, temporary fire protection facilities, stairways, and other access routes for fighting fires. Prohibit smoking in hazardous fire exposure areas.
4. Provide supervision of welding operations, combustion type temporary heating units, and similar sources of fire ignition.
01 51 00 TEMPORARY UTILITIES Date Printed: October 17, 2025 Document Version: 1.0 Current Update: May 2023
F. Maintenance of Temporary Utilities and Services: Maintain temporary utilities and services in good operating condition until removal. Protect from utilities and services from environmental and physical damage.
3.2 TERMINATION AND REMOVAL OF TEMPORARY UTILITIES AND SERVICES A. Termination and Removal of Temporary Utilities and Services: Unless Owner requires that it be maintained longer, remove each temporary facility when the need has ended, or when replaced by authorized use of a permanent facility, or no later than Completion Review.
Complete or, if necessary, restore permanent construction that may have been delayed because of interference with the temporary facility. At Completion Review, clean and renovate permanent facilities that have been used during the construction period.
B. Removal of Temporary Underground Utilities and Restoration: Remove temporary underground utility installations to a minimum depth of 2 feet below utility services.
1. Backfill, compact, and regrade site as necessary to restore areas or to prepare for indicated paving and landscaping.
2. Restore paving damaged by temporary utilities. Refer to requirements specified in Section 01 73 29 – Cutting and Patching.
C. Cleaning and Repairs: Clean exposed surfaces and repair damage caused by installation and use of temporary utilities and services. Where determined by Construction Manager after consultation with Engineer that repair of damage is unsatisfactory, replace construction with matching finishes. Refer to requirements specified in Section 01 73 29 – Cutting and Patching.
END OF SECTION
01 52 00 CONSTRUCTION FACILITIES Date Printed October 17, 2025 Document Version: 1.0 Current Update: May 2023
01 52 00 CONSTRUCTION FACILITIES
PART 1 – GENERAL
1.1 SECTION INCLUDES
A. Field offices and sheds.
B. Removal of construction facilities.
1.2 MAINTENANCE OF CONSTRUCTION FACILITIES CONTROLS
A. Maintenance: Use all means necessary to maintain construction facilities in proper and safe condition throughout progress of the Work.
B. Replacement: In the event of loss or damage, promptly restore temporary construction facilities by repair or replacement at no change in the Contract Sum or Contract Time.
1.3 FIELD OFFICE FACILITIES AND SHEDS
A. Contractor's Field Office: Provide a mobile field office of weather-tight construction, with lighting, power, ventilation, heating, and cooling to house Contractor. Unless otherwise indicated on the Drawings, locate field office in staging area described in Section 01 55 29 – Construction Staging Areas.
1. Provide temporary utilities to serve Contractor's field office. Refer to Section 01 51 00 – Temporary Utilities.
2. Contractor's Field Office shall present neat, business-like appearance at all times, internally and externally.
3. Contractor shall ensure that neither Contractor's Field Office nor other jobsite facilities are used for living quarters.
B. Storage Sheds for Tools, Materials, and Equipment: Provide weather tight sheds, with heat and ventilation appropriate for storage of products requiring controlled conditions, with adequate space for organized storage and access, and lighting for inspection of stored materials.
C. Provide and maintain, for the duration of the Contract, separate Project offices to use by the Contractor’s own forces and the Agency’s construction management firm. The Agency trailer must include a furnished conference room space of sufficient size to hold weekly project meetings.
PART 2 – PRODUCTS (NOT USED)
PART 3 – EXECUTION
3.1 INSTALLATION OF CONSTRUCTION FACILITIES
A. Layout of Field Offices and Sheds: Within 5 working days of the Notice to Proceed, Contractor shall submit to Engineer a proposed layout for field offices, sheds, and storage areas. Engineer will review and respond within 5 days with comments and directions.
Contractor shall comply with directions of Engineer.
1. Coordinate with requirements specified in Section 01 52 29 – Construction Staging Areas.
2. Coordinate installation of construction fencing as specified in contract documents
3.2 REMOVAL OF CONSTRUCTION FACILITIES
01 52 00 CONSTRUCTION FACILITIES Date Printed October 17, 2025 Document Version: 1.0 Current Update: May 2023
A. Removal of Construction Facilities: Unless otherwise mutually agreed by Engineer and Contractor, remove temporary materials, equipment, services, and construction prior to Contract Completion review.
1. Coordinate removal with requirements specified in Section 01 51 00 – Temporary Utilities, Section 01 55 00 – Vehicular Access and Parking, and other applicable sections of contract documents.
2. Completely remove in-ground construction facilities to minimum depth of 2 feet.
Backfill, compact and re-grade site as necessary to restore areas or to prepare for indicated paving and landscaping.
B. Cleaning and Repairs: Clean and repair damage caused by installation or use of temporary construction facilities on public and private rights-of-way.
END OF SECTION
01 54 00 CONSTRUCTION AIDS Date Printed: October 17, 2025 Document Version: 1.0 Current Update: May 2023
01 54 00 CONSTRUCTION AIDS
PART 1 – GENERAL
1.1 SECTION INCLUDES
A. Construction aids, including:
1. Temporary lifts and hoists.
2. Debris chutes.
3. Temporary stairs.
4. Scaffolding.
1.2 CODES AND REGULATIONS
A. Safety Regulations: Comply with requirements of all applicable Federal, State, and local safety rules and regulations. Contractor shall be solely responsible for jobsite safety.
1. Contractor shall apply and pay for scaffolding permit.
1.3 TEMPORARY LIFTS AND HOISTS
A. Temporary Lifts and Hoists: Provide facilities for hoisting materials and personnel. Mobile lifts and truck cranes and similar devices used for hoisting materials are considered "tools and equipment" and not temporary facilities.
1.4 DEBRIS CHUTES
A. Debris Chutes: Provide chutes as necessary for debris removal.
1. Construct debris chutes of substantial materials. Use cylindrical, laminated fiber forms (Sonotube® or equal) to minimize noise of debris removal.
2. Provide controls at debris chutes to minimize spread of dust and debris.
3. Limit use of debris chutes to times to minimize disruption of activities in adjacent spaces.
1.5 TEMPORARY STAIRS AND SCAFFOLDING
A. Temporary Stairs: Until permanent stairs are available, provide temporary stairs where ladders are not adequate. Cover finished, permanent stairs with protective covering of plywood or similar material so finishes will be undamaged at time of Contract Completion review.
B. Permanent Stair Usage: Use of permanent stairs will be permitted, as long as stairs are cleaned and maintained in a condition acceptable to Engineer.
1. Provide protective coverings, barriers, devices, signs, or other procedures to protect stairs and to maintain means of egress.
2. If, despite such protection, stairs become damaged, restore damaged areas as acceptable to Engineer.
3. Coordinate usage of existing stairs at occupied facilities with Engineer.
C. Scaffolding: Provide scaffolding as necessary for access and proper performance of the Work. Design and installation of scaffolding shall be solely Contractor's responsibility.
PART 2 – PRODUCTS (NOT USED)
01 54 00 CONSTRUCTION AIDS Date Printed: October 17, 2025 Document Version: 1.0 Current Update: May 2023
PART 3 – EXECUTION
3.1 MAINTENANCE OF CONSTRUCTION AIDS
A. Maintenance: Use all means necessary to maintain construction aids in proper and safe condition throughout progress of the Work.
B. Replacement: In the event of loss or damage, promptly restore construction aids by repair or replacement at no change in the Contract Sum or Contract Time.
3.2 REMOVAL OF CONSTRUCTION AIDS
A. Removal of Construction Aids: Unless otherwise mutually agreed by Engineer and Contractor, remove construction aids prior to Contract Completion review. Coordinate removal with requirements specified in Section 01 51 00 – Temporary Utilities, Section 01 52 00 – Construction Facilities and Section 01 55 00 – Vehicular Access and Parking.
Cleaning and Repairs: Clean and repair damage caused by installation or use of construction aids.
END OF SECTION
01 55 00 VEHICULAR ACCESS AND PARKING Date Printed: October 17, 2025 Document Version: 1.0 Current Update: May 2023
01 55 00 VEHICULAR ACCESS AND PARKING
PART 1 – GENERAL
1.1 SECTION INCLUDES
A. Requirements for vehicular access to Work areas.
B. Requirements for construction parking.
1.2 PROTECTION OF EXISTING CONDITIONS
A. Protection of Adjacent Facilities: Contractor shall restrict Work to limits indicated on the Drawings and as specified in Section 01 10 00 – Summary of the Project. Protect existing, adjacent facilities from damage, including soiling and debris accumulation.
1.3 SITE ACCESS
A. Site Access: Use of designated existing streets and driveways for construction traffic is permitted. Contractor shall prepare a haul route plan and obtain approval from City of Carlsbad and any other applicable Agency prior to site mobilization. Review access routes with Engineer and comply with Engineer's directions.
1. Tracked vehicles shall not use paved areas.
2. Provide unimpeded access for emergency vehicles. Maintain 24 foot width driveways with turning space between and around combustible materials.
3. Provide and maintain access to fire hydrants free of obstructions.
4. Clean and restore paving and other site features after construction use.
B. Traffic Control:
1. Contractor shall comply with all traffic regulations, including speed limits. Contractor shall pay all parking and traffic fines.
2. Employ trained and equipped flag persons to regulate traffic when construction operations or traffic encroach on vehicular and pedestrian traffic lanes. Comply with regulations of authorities having jurisdiction.
3. Provide signage, cones, and other suitable devices to direct traffic. Use flares and lights during hours of low visibility to delineate traffic lanes and to guide traffic.
1.4 TRAFFIC SIGNS AND SIGNALS
A. Traffic Signs and Signals: Provide temporary signs and signals as required by Authorities Having Jurisdiction. Relocate signs and signals as necessary during construction.
1.5 CONSTRUCTION PARKING
A. Construction Parking: Contractor shall prepare a parking plan and obtain approval from Engineer and comply with directions of Engineer.
1. Provide parking in designated locations for construction purposes. Do not park on public roadways unless approved by local police and fire authorities. Overnight parking is prohibited. Maintain clear access ways and parking for emergency vehicles, as required by local police and fire authorities.
2. Do not park on streets of adjoining residential community.
PART 2 – PRODUCTS (NOT USED)
PART 3 – EXECUTION (NOT USED)
END OF SECTION
01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISCPOSAL Date Printed: October 17, 2025 Document Version: 1.0 Current Update: May 2023
01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL
PART 1 GENERAL
1.01 SUMMARY
A. The Owner requires this project to generate the least practicable waste. Employ planning, handling, and installation methods that minimize waste from error, breakage, contamination, and mishandling.
B. Hierarchy: Prevent waste first; then reuse, salvage, or recycle; dispose to landfill only as a last resort and only where permitted.
1.02 REFERENCES
A. SB 1383 – Short-Lived Climate Pollutants: Organic Waste Methane Emissions Reductions.
B. CALGreen – California Green Building Standards Code: Residential § 4.408; Nonresidential § 5.408.
C. Carlsbad Municipal Code (CMC) Ch. 6.08 – Solid Waste Management.
D. City C&D Program Guidance – including Green Halo requirements and forms (e.g., Form B-59).
E. Other applicable federal, state, and local laws and regulations governing C&D waste.
F. Compliance Note: Where these References impose differing requirements, the most G. restrictive shall govern.
1.03 DEFINITIONS
A. Approved Facility: Transfer station, materials-recovery facility (MRF), recycling facility, or landfill listed as approved in Green Halo for the applicable material stream.
B. B-59 (Construction Waste Management Plan Form): City form required at closeout (used with Green Halo) to document C&D diversion performance. Form B-59 can be located here: https://www.carlsbadca.gov/departments/community- development/permit-center/applications-and-forms/building-applications-forms- applications.
C. B-59A (Final Construction Waste Management Report: The City of Carlsbad form used to document final project-wide construction and demolition (C&D) debris diversion performance at closeout. Form B-59A summarizes all material types generated, quantities diverted and disposed (by weight), approved facilities used, and the final diversion rate achieved. Form B-59A can be located here:
https://www.carlsbadca.gov/departments/community-development/permit- center/applications-and-forms/building-applications-forms-applications.
D. CALGreen: California Green Building Standards Code (Residential §4.408; Nonresidential §5.408) establishing minimum C&D diversion requirements.
E. C&D (C&D Debris): Discarded materials generated by construction, renovation, and demolition, including concrete, asphalt, metals, wood, gypsum, roofing, plastics, cardboard, soil, and site debris; excludes hazardous waste.
F. Clean (Material): Untreated, unpainted, and free of contaminants (oils, solvents, mastics, adhesives, lead-based paint, asbestos, etc.).
G. Commingled C&D: Mixed C&D debris placed in a single container for processing at an
01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISCPOSAL Date Printed: October 17, 2025 Document Version: 1.0 Current Update: May 2023
approved MRF to recover recyclables.
H. Contamination: Presence of incompatible materials that reduce recyclability or cause rejection by the receiving facility.
I. CWMP (Construction Waste Management Plan): Plan prepared and maintained in Green Halo describing diversion strategies, quantities, designated haulers/facilities, tracking methods, and subcontractor compliance.
J. Diversion / Diversion Rate: Proportion of total C&D debris (by weight) that is reused, salvaged, or recycled and not landfilled or incinerated.
K. Final Construction Waste Report: Final Green Halo report summarizing disposition and diversion by material, supported by all tickets/receipts; required for final inspection and payment.
L. Franchised Hauler: City-authorized solid-waste hauler for C&D debris (Republic Services or successor) required unless self-haul is expressly authorized.
M. Green Halo: City-required online platform for project registration, CWMP submission, ticket/receipt uploads, and diversion reporting.
N. Hazardous Waste: Material defined as hazardous by federal/state law (ignitable, corrosive, reactive, toxic) including asbestos- or lead-containing materials and certain solvents; excluded from commingled C&D streams.
O. Inert Material: Concrete, brick, block, asphalt concrete, ceramics, and rock/soil that does not undergo significant physical, chemical, or biological change.
P. Organics (C&D Context): Plant-derived wood and green waste generated by construction activities subject to SB 1383 source-separation and contamination limits.
Q. Residuals: Portion of a load delivered to an approved facility that remains after processing and is ultimately landfilled or incinerated.
R. Salvage / Salvaged Material: Materials removed from the project for resale or reuse off site by others.
S. Self-Haul: Contractor or subcontractor transport of C&D debris directly to an Approved Facility when authorized in writing by the City; requires uploading scale tickets.
T. Source Separation: Keeping specific material streams (e.g., clean wood, metal, cardboard, concrete) separate at the point of generation to maintain value and increase diversion.
U. Treated Wood Waste (TWW): Wood treated with preservatives (e.g., CCA, ACQ) subject to special handling and disposal requirements; excluded from clean wood recycling streams.
V. Universal Waste: Common hazardous wastes (fluorescent lamps, batteries) subject to simplified rules but excluded from commingled C&D containers.
W. Waste (Construction): Materials remaining after prevention, reuse, salvage, and recycling options are exhausted, including contaminated materials that cannot be feasibly diverted.
X. Weight Ticket (Scale Ticket): Facility-issued document recording material type, origin, date, and net weight; must be uploaded to Green Halo to substantiate diversion/disposal.
1.04 ADMINISTRATIVE REQUIREMENTS
A. Coordination:
01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISCPOSAL Date Printed: October 17, 2025 Document Version: 1.0 Current Update: May 2023
1. Coordinate with Section 01 50 00 – Temporary Facilities and Controls for collection areas and services.
2. Coordinate with demolition, cutting and patching, protection, and cleaning requirements in the Contract Documents.
B. Prohibited Practices: Open burning, burying on site, dumping/burying on other property, or any illegal disposal.
C. City Platform – Mandatory: For all qualifying projects, register and manage the project in Green Halo for CWMP, ticket uploads, interim, and final reporting.
D. Minimum Diversion: Achieve ≥ 65 percent diversion (by weight) of total C&D debris, unless a higher project-specific requirement is stated.
E. Scope of Documentation (Project-Wide): C&D documentation and diversion compliance apply to the entire Project, including but not limited to the prefab building, foundations, site/civil, underground utilities, grading, paving, flatwork, landscape/hardscape, demolition, and incidental work. Form B-59 by itself does not satisfy the Project’s C&D documentation requirements unless it encompasses all scopes of work.
F. Green Halo Project Structure:
1. Single Project Preferred: Register one Green Halo project covering all C&D activity and tickets across all trades/phases; or
2. Sub-Projects (if approved by Owner): Create Green Halo sub-projects per phase or major trade. If used, Contractor shall roll up all sub-project reports into a single project-wide final package at closeout.
3. Loads/tickets shall be tagged (e.g., by phase, trade, area) to enable reconciliation to the pay-application schedule of values.
1.05 SUBMITTALS
A. Action Submittals
1. Construction Waste Management Plan (CWMP): Submit via Green Halo before permit issuance or Notice to Proceed. Include diversion pledge; estimated quantities; designated haulers/facilities; tracking method; and subcontractor compliance procedures.
B. Informational Submittals
1. Interim Waste Disposal Reports: Submit with each Application for Progress Payment. Show cumulative and current-period quantities (tons or cubic yards) by disposition with tickets and receipts uploaded to Green Halo. Failure to submit will delay payment.
C. Closeout Submittals
1. Project-Wide Final Construction Waste Report (Green Halo): A single, consolidated report covering all scopes on the Project (see 1.04.E) with complete supporting documentation.
2. Form B-59 (and B-59A if applicable): Submit for the prefab building and any other elements if required by the City.
3. C&D Documentation Matrix: Provide a matrix listing each phase/trade, material stream, facility/hauler, total weights diverted/disposed, diversion rate, and Green Halo ticket IDs.
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4. Receiving Facility Certifications: Approvals/certifications for each Approved Facility used.
5. Franchise/Self-Haul Evidence: a) Franchise service confirmation or invoices; b) Self-haul authorization plus scale tickets.
6. Subcontractor Affidavits of C&D Participation: Each first-tier subcontractor shall certify accuracy of its C&D reporting and identify off-site salvage/reuse.
7. Photo Verification: Representative photos of on-site separation areas and stockpiles (before haul-off).
8. Nonconformance and Corrections Log (if any): Summary of contamination events, rejected loads, and corrective actions.
Condition of Final Inspection/Payment: Owner acceptance of Items 1–8 is required for final inspection approval and release of final payment.
PART 2 PRODUCTS (NOT USED)
PART 3 EXECUTION
3.01 WASTE MANAGEMENT PLAN IMPLEMENTATION
A. Manager: Designate an on-site Waste Manager responsible for training, oversight, documentation, and Green Halo entries.
B. Communication: Distribute the CWMP to Owner, Architect, foremen, and subcontractors.
C. Meetings: Review waste goals and procedures at pre-bid, preconstruction, and regular meetings.
a. HAULING AND FACILITIES
A. Use the City’s franchised C&D hauler (Republic Services) unless self-haul is authorized in writing.
B. If self-hauling, deliver to Palomar Transfer Station or other Approved Facilities listed in Green Halo and upload all scale tickets.
C. Use only approved/certified facilities; unauthorized haulers or facilities are prohibited.
D. Load Delineation / Ticketing: All loads shall show date, material stream, origin (area/phase/trade), and destination facility. Commingled loads must go to an Approved Facility with recovery factors reflected in Green Halo. Do not combine unrelated scopes if it prevents reconciliation to the C&D Documentation Matrix.
3.03 ON-SITE SEPARATION AND CONTAINERS
A. Maintain clearly labeled containers to prevent contamination and support SB 1383 compliance. Provide at least three:
1. Trash (Landfill)
2. Recycling
3. C&D Debris (mixed or source-separated streams)
B. Provide adequate space for service access and keep areas neat and clean.
3.04 MATERIALS HANDLING
A. Recycling: Separate and protect recyclables; schedule timely pick-ups/deliveries to
01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISCPOSAL Date Printed: October 17, 2025 Document Version: 1.0 Current Update: May 2023
avoid contamination.
B. Reuse On Site: Set aside and safeguard materials for on-site reuse; document quantities and use.
C. Salvage Off Site: Set aside materials for salvage; record receiving party and quantities.
D. Hazardous Wastes: Manage per law and exclude from commingled C&D streams.
3.05 RECORD-KEEPING AND REPORTING
A. Upload tickets, manifests, receipts, and invoices to Green Halo within 5 business days of each haul.
B. Provide Green Halo interim summaries with each pay application.
C. Submit the Final Construction Waste Report in Green Halo with complete supporting documentation and B-59 at closeout.
D. Green Halo Tagging and Reconciliation: Tag each ticket by phase/trade/material stream; summaries shall reconcile to the Schedule of Values and the C&D Documentation Matrix.
E. Training and Toolbox Talks: Maintain records of site training/toolbox talks covering separation practices, contamination control, and hauler/facility rules; upload summary logs to Green Halo or include in Closeout package.
F. Subcontractor Flow-Down: Contractor shall incorporate the Project’s C&D requirements into all subcontracts and require subcontractors to submit timely tickets/receipts and affidavits (see 1.05 C 6).
3.06 NON-COMPLIANCE AND REMEDIES
A. Failure to register in Green Halo, meet diversion targets, use approved haulers/facilities, maintain separation, or submit documentation may result in:
1. Withholding of progress payments.
2. Correction at Contractor’s expense.
3. City code enforcement actions, fines, or stop-work orders.
B. B Where City requirements are more restrictive than CALGreen, City requirements govern.
END OF SECTION
01 78 23 OPERATION AND MAINTENANCE DATA Date Printed: October 17, 2025 Document Version: 1.0 Current Update: May 2023
01 78 23 OPERATION AND MAINTENANCE DATA
PART 1 – GENERAL
1.1 SECTION INCLUDES
A. Format and content of operation and maintenance manuals.
1. Data requirements for materials and finishes.
2. Data requirements for equipment and operating systems.
B. Submission of operation and maintenance manuals.
1.2 QUALITY ASSURANCE
A. Documentation: Preparation of operation and maintenance data shall be done by persons:
1. Trained and experienced in maintenance and operation of the described products.
2. Familiar with requirements of this Section.
3. Skilled in technical writing to the extent required to communicate essential data.
4. Skilled as drafters that are competent to prepare required drawings.
1.3 FORMAT AND CONTENT OF OPERATION AND MAINTENANCE MANUALS A. Format for Operation and Maintenance Data Manuals: Prepare data in the form of an instructional manual. Comply with the general requirements specified below and comply with specific requirements for types of products in Articles following. See Article titled "SUBMISSION OF OPERATION AND MAINTENANCE MANUALS" for number of copies of manuals.
B. Operation and Maintenance Data Organization: Organize operation and maintenance data in 3-ring binders and organize the contents of each binder following the organization of the Contract Specifications.
1. Organize the group of binders and the contents of individual binders in sequence according to the Section numbers and titles as listed in the Table of Contents of the Project Manual. Number the binders consecutively; coordinate with Paragraph below titled "Tables of Contents."
2. Organize each binder with color-coded tabbed dividers for each distinct product and system, with typed inserts in tabs identifying the product or system.
3. Organize the contents of each tabbed division according to the Article headings in PART 2 – PRODUCTS in each product Specification Section. a. Within each tabbed division, organize the information according to major component parts of equipment and systems, as applicable, and to facilitate locating information.
b. Separate operation and maintenance data for each product under separate tabbed divisions, where feasible.
c. Within each tabbed division, include a cover sheet identifying the specific products and component parts included in the tabbed division.
4. If the products of more than one Specification Section are included in the binder, provide separate, heavy cover stock dividers to separate information for each Section.
C. Binders: 8-1/2 x 11 inch, standard three-ring binders with heavy duty vinyl covers with hard cardboard backing, black color, clear view cover, with provision on binder spine for inserting identification card; maximum binder ring size shall be 3-inches. Use multiple
01 78 23 OPERATION AND MAINTENANCE DATA Date Printed: October 17, 2025 Document Version: 1.0 Current Update: May 2023
binders as necessary to avoid overfilling. When multiple binders are used, correlate data into related consistent groupings.
D. Cover: Identify each binder with typed or printed card inserted on binder spine and cover, stating OPERATION AND MAINTENANCE DATA, the Project name, and the general subject matter of the contents of the binder.
E. Title Page: In each volume (binder) of operation and maintenance data, include a title page with the following:
1. Name of the Project.
2. Names, addresses and telephone numbers of the responsible design professionals (Owner’s Representative and consultant of Owner’s Representative or Owner, as applicable).
3. Name, address, and telephone numbers of Contractor, including names of contact persons.
F. Table of Contents: In each volume (binder) of operation and maintenance data, include a listing of the contents of the volume. In a separate, first binder, provide a master Table of Contents of operation and maintenance data, identifying the product and systems, the applicable Specification Section number and title, and the operation and maintenance data binder number.
G. Schedule of Products and Systems: In the first volume of the set of operation and maintenance data, include a schedule of products and systems, indexed to the Table of Contents of the volumes (binders), and cross-referenced to the Contract Drawings and Specifications.
H. Operation and Maintenance Data: In each tabbed division of operation and maintenance data for each product or system, provide the following:
1. On a cover page for each tabbed division, provide the following:
a. Identify by name, address and telephone number, the manufacturer, supplier, and installer. Include names of contact persons, if known.
b. Identify by name, address and telephone number, local sources of supplies, replacement parts and factory-authorized service.
2. Within each tabbed division, include complete operation and maintenance data as published by the product manufacturer where feasible. Otherwise, present all data neatly typewritten on 20 pound, correspondence quality bond paper. Strike-through information on printed literature where not applicable.
3. Supplement the manufacturer's printed data with neatly typewritten text and professionally drafted diagrams as necessary to suit the particular installation for the Project and to fully explain operation and maintenance procedures. Provide logical sequence of instructions for each procedure.
I. Drawings: Supplement operation and maintenance data to illustrate configurations and relationships of component parts of equipment and systems, and to show control and flow diagrams, as applicable.
1. Do not use Project Record Documents as maintenance drawings.
2. Neatly fold drawings to size of text pages and provide reinforced, punched binding edge. Add binding strip as necessary to avoid punching through drawing content.
J. Additional Data: As specified in individual product Specification Sections.
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K. Warranty and Guaranty: Include copy of each warranty, guaranty, bond, and service contract issued. Provide information sheet identifying:
1. Proper procedures in event of failure.
2. Instances that might affect validity of warranties or bonds.
L. Material Safety Data Sheet (MSDS): For products requiring MSDS, according to CCR Title 8, include copy of each applicable Material Safety Data Sheet (MSDS) for products delivered to the site and incorporated into the completed construction.
1.4 DATA REQUIREMENTS FOR MATERIALS AND FINISHES
A. Data for Building Products, Applied Materials and Finishes: Include product data, with catalog number, size, composition, and color and texture designations. Provide information for re-ordering custom manufactured Products.
B. Instructions for Care and Maintenance: Include manufacturer's recommendations for cleaning agents and methods, precautions against detrimental agents and methods, and recommended schedule for cleaning and maintenance.
C. Data for Moisture Protection and Weather-Exposed Products: Include product data listing applicable reference standards, chemical composition, and details of installation. Provide recommendations for inspections, maintenance, and repair.
D. Additional Requirements: As specified in individual product Specification Sections.
1.5 DATA REQUIREMENTS FOR EQUIPMENT AND OPERATING SYSTEMS A. Data for Equipment and Operating Systems: Include description of each unit or system, and component parts.
1. Include manufacturer's printed operation and maintenance instructions.
2. Identify function, normal operating characteristics and limiting conditions.
3. Include performance curves, with engineering data and tests.
4. Include sequence of operation by controls manufacturer, as applicable.
5. Provide diagrams by controls manufacturer for control systems, as applicable and as installed.
B. Piping Data: Provide Contractor's coordination drawings, with piping diagrams as installed.
Provide charts of valve tag numbers, with location and function of each valve, keyed to flow and control diagrams. Color code diagrams as necessary for clarity.
C. Reports: Include test and balancing reports, as applicable and as specified in individual product Specification Sections.
D. Panelboard Circuit Directories: Provide electrical service characteristics, controls, and communications.
E. Wiring Diagrams: Include diagrams of wiring as installed, with color coding as necessary for clarity.
F. Operating Procedures: Include:
1. Start-up, break-in, and routine normal operating instructions and sequences.
2. Regulation, control, stopping, shut-down, and emergency instructions.
3. Summer and winter operating instructions.
4. Special operating instructions.
G. Maintenance Requirements: Include:
01 78 23 OPERATION AND MAINTENANCE DATA Date Printed: October 17, 2025 Document Version: 1.0 Current Update: May 2023
1. Routine maintenance procedures and guide for trouble-shooting.
2. Disassembly, repair, and reassembly instructions.
3. Alignment, adjusting, balancing, and checking instructions.
H. Servicing and Lubrication: Provide servicing and lubrication schedule, and list of lubricants required.
I. Parts Data: Provide original manufacturer's parts list, illustrations, assembly drawings, and diagrams as necessary for service and maintenance.
1. Include complete nomenclature and catalog numbers for consumable and replacement parts.
2. Provide list of original manufacturer's spare parts, current prices, and recommended quantities to be maintained in stock by Owner.
J. Software: All programming codes, access codes and other data necessary for operation, maintenance, future functioning, and modifications of microprocessor-controlled products, independent of Original Equipment Manufacturer (OEM).
K. Additional Requirements: As specified in individual product Specification Sections.
1.6 DATA REQUIREMENTS FOR ELECTRIC AND ELECTRONIC SYSTEMS A. Date Requirements for Electrical and Electronic Systems: Description of each system and component parts, including:
1. Function, normal operating characteristics and limiting conditions.
2. Performance curves, engineering data and tests.
3. Complete nomenclature and commercial number of replaceable parts.
B. Circuit Directories of Panel Boards: Include:
1. Electrical service.
2. Controls.
3. Communications.
C. Wiring Diagrams: As-installed, color-coded wiring diagrams.
D. Operating procedures:
1. Routine and normal operating instructions.
2. Sequences required.
3. Special operating instructions.
E. Maintenance procedures:
1. Routine operations.
2. Guide to "trouble-shooting."
3. Disassembly, repair, and reassembly.
4. Adjustment and checking.
F. Manufacturer's printed operating and maintenance instructions.
G. List of original manufacturer's spare parts, manufacturer's current prices, and recommended quantities to be maintained in storage.
H. Prepare and include additional data when the need for such data becomes apparent during instruction of Owner's personnel. Refer to Section 01 79 00 – Demonstration and Training.
I. Additional requirements for operating and maintenance data: Respective sections of specifications.
01 78 23 OPERATION AND MAINTENANCE DATA Date Printed: October 17, 2025 Document Version: 1.0 Current Update: May 2023
1.7 INSTRUCTION OF OWNER'S PERSONNEL
A. Instruction of Owner's Personnel: As specified in Section 01 79 00 – Demonstration and Training.
B. Basis for Instruction: Use operation and maintenance manuals as basis for instruction.
Review contents of manual with personnel in detail to explain all aspects of operation and maintenance.
C. Instructional Material: Prepare and insert additional data in Operation and Maintenance Manual when need for such data becomes apparent during instruction.
1.8 SUBMISSION OF OPERATION AND MAINTENANCE MANUALS
A. Submittal: Submit three hard copies and one (1) PDF scan of entire document to Owner through Construction Manager prior to submission of final Application for Payment.
PART 2 – PRODUCTS (NOT USED)
PART 3 – EXECUTION (NOT USED)
END OF SECTION
01 78 33 PRODUCT WARRANTIES AND BONDS Date Printed:October 17, 2025 Document Version: 1.0 Current Update: May 2023
01 78 33 PRODUCT WARRANTIES AND BONDS
PART 1 – GENERAL
1.1 SECTION INCLUDES
A. General administrative and procedural requirements for preparation and submission of warranties and bonds required by the Contract Documents, including manufacturer's standard warranties on products and special Project warranties.
1. Refer to the General Provisions and General Conditions of the Contract for terms of Contractor's special warranty of workmanship and materials.
2. Certifications and other commitments and agreements for continuing services to Owner are specified elsewhere in the Contract Documents.
1.2 RELATED DOCUMENTS AND SECTIONS
A. Section 01 33 00 – Submittals Procedures: General administrative requirements for submittals, applicable to warranties and bonds.
B. Section 01 78 23 – Operation and Maintenance Data: Operating and maintenance data binders, to include copies of warranties and bonds.
C. Product Specifications Sections in Divisions 2 through 33: Special Project warranty requirements for specific products or elements of the Work; commitments and agreements for continuing services to Owner.
1.3 DEFINITIONS
A. Warranty: Assurance to Owner by Contractor, installer, supplier, manufacturer, or other party responsible as warrantor, for the quantity, quality, performance and other representations of a product, system service of the Work, in whole or in part, for the duration of the specified period of time.
B. Guaranty: Assurance to Owner by Contractor or product manufacturer or other specified party, as guarantor, that the specified warranty will be fulfilled by the guarantor in the event of default by the warrantor.
C. Standard Product Warranty: Preprinted, written warranty published by product manufacturer for particular products and specifically endorsed by manufacturer to Owner.
D. Special Project Warranty: Written warranty required by or incorporated into Contract Documents, to extend time limits provided by standard warranty or to provide greater rights for Owner.
E. Guaranty Period: As defined in the General Provisions of the Contract guaranty period shall be synonymous with "warranty period," "correction period" and similar terms used in the Contract Specifications.
1.4 WARRANTIES AND GUARANTIES
A. Warranties and Guaranties, General: Provide all warranties and guaranties with Owner named as beneficiary. For equipment and products, or components thereof, bearing a manufacturer's warranty or guaranty that extends for a period of time beyond the Contractor's warranty and guaranty, so state in the warranty or guaranty.
B. Provisions for Special Warranties: Refer to General Provisions of the Contract for terms of the Contractor's special warranty of workmanship and materials.
C. General Warranty and Guaranty Requirements: Warranty shall be an agreement to repair or replace, without cost and undue hardship to Owner, Work performed under the
01 78 33 PRODUCT WARRANTIES AND BONDS Date Printed:October 17, 2025 Document Version: 1.0 Current Update: May 2023
Contract which is found to be defective during the guaranty period (warranty or guaranty) period. Repairs and replacements due to improper maintenance or operation, or due to normal wear, usage and weathering are excluded from warranty requirements unless otherwise specified.
D. Specific Warranty and Guaranty Requirements: Specific requirements are included in product Specifications Sections of Divisions 2 through 33, including content and limitations.
E. Disclaimers and Limitations: Manufacturer’s disclaimers and limitations on product warranties and guaranties shall not relieve Contractor of responsibility for warranty and guaranty requirements for the Work that incorporates such products, nor shall they relieve suppliers, manufacturers, and installers required to countersign special warranties with Contractor.
F. Related Damages and Losses: When correcting warranted Work that has been found defective, remove, and replace other Work that has been damaged as a result of such defect or that must be removed and replaced to provide access for correction of warranted Work.
G. Reinstatement of Warranty: When Work covered by a warranty has been found defective and has been corrected by replacement or rebuilding, reinstate the warranty by written endorsement. The reinstated warranty shall be equal to the original warranty with an equitable adjustment for depreciation.
H. Replacement Cost: Upon determination that Work covered by a warranty has been found to be defective, replace or reconstruct the Work to a condition acceptable to Engineer, complying with applicable requirements of the Contract Documents. Contractor shall be responsible for all costs for replacing or reconstructing defective Work regardless of whether Owner has benefitted from use of the Work through a portion of its anticipated useful service life.
I. Owner's Recourse: Written warranties made to Owner shall be in addition to implied warranties, and shall not limit the duties, obligations, rights, and remedies otherwise available under law, nor shall warranty periods be interpreted as limitations on time in which Owner can enforce such other duties, obligations, rights, or remedies.
1. Rejection of Warranties: Owner reserves the right to reject warranties and to limit selections to products with warranties not in conflict with requirements of the Contract Documents.
J. Warranty as Condition of Acceptance: Owner reserves the right to refuse to accept Work for the Project where a special warranty, certification, or similar commitment shall be required on such Work or part of the Work, until evidence is presented that entities required to countersign such commitments are willing to do so.
1.5 PREPARATION OF WARRANTY AND BOND SUBMITTALS
A. Project Warranty and Guaranty Forms: Forms for special Project warranties and guaranties are included at the end of this Section. Prepare written documents utilizing the appropriate form, ready for execution by the Contractor, or the Contractor and subcontractor, supplier, or manufacturer. Submit a draft to Engineer for approval prior to final execution.
1. Refer to product Specifications Sections of Divisions 2 through 33 for specific content requirements, and particular requirements for submittal of special warranties.
01 78 33 PRODUCT WARRANTIES AND BONDS Date Printed:October 17, 2025 Document Version: 1.0 Current Update: May 2023
2. Prepare standard warranties and guaranties, excepting manufacturers' standard printed warranties and guaranties, on Contractor's, subcontractor's, material supplier's, or manufacturer's own letterhead, addressed to Owner as directed by Construction Manager.
3. Warranty and guaranty letters shall be signed by all responsible parties and by Contractor in every case, with modifications only as approved in advance by Engineer to suit the conditions pertaining to the warranty or guaranty.
B. Manufacturer's Guaranty Form: Manufacturer’s guaranty form may be used instead of special Project form included at the end of this Section. Manufacturer's guaranty form shall contain appropriate terms and identification, ready for execution by the required parties.
1. If proposed terms and conditions restrict guaranty coverage or require actions by Owner beyond those specified, submit draft of guaranty to Engineer for review and acceptance before performance of the Work.
2. In other cases, submit draft of guaranty to Engineer for approval prior to final execution of guaranty.
C. Signatures: Signatures shall be by person authorized to sign warranties, guaranties, and bonds on behalf of entity providing such warranty, guaranty, or bond.
D. Co-Signature: All installer's warranties and bonds shall be co-signed by Contractor.
Manufacturer's guaranties will not require co-signature.
1.6 FORM OF WARRANTY AND BOND SUBMITTALS
A. Form of Warranty and Bond Submittals: Prior to final Application and Certificate for Payment, collect and assemble all written warranties and guaranties into binders and deliver binders to Owner, as directed by Construction Manager, for final review and acceptance.
1. Prior to submission, verify that documents are in proper form and contain all required information and are properly signed by Contractor, subcontractor, supplier, and manufacturer, as applicable.
2. Organize warranty and guaranty documents into an orderly sequence based on the Table of Contents of the Project Manual.
3. Include Table of Contents for binder, neatly typed, following order and Section numbers and titles as used in the Project Manual.
4. Bind warranties, guaranties and bonds in heavy-duty, commercial quality, durable 3- ring vinyl covered loose-leaf binders, thickness as necessary to accommodate contents, with clear front and spine to receive inserts, and sized to receive 8-1/2 inch by 11 inch paper.
5. Provide heavy paper dividers with celluloid or plastic covered tabs for each separate warranty. Mark tabs to identify products or installation, and Section number and title.
6. Include on separate typed sheet, if information is not contained in warranty or guaranty form, a description of the product or installation, and the name, address, telephone number and responsible person for applicable installer, supplier, and manufacturer.
7. Identify each binder on front and spine with typed or printed inserts with title "WARRANTIES AND BONDS," the Project title or name, and the name of the Contractor.
01 78 33 PRODUCT WARRANTIES AND BONDS Date Printed:October 17, 2025 Document Version: 1.0 Current Update: May 2023
If more than one volume of warranties, guaranties and bonds is produced, identify volume number on binder.
8. When operating and maintenance data manuals are required for warranted construction, include additional copies of each required warranty and guaranty in each required manual. Coordinate with requirements specified in Section 01 78 23 – Operation and Maintenance Data.
1.7 TIME OF WARRANTY AND BOND SUBMITTALS
A. Submission of Preliminary Copies: Unless otherwise specified, obtain preliminary copies of warranties, guaranties, and bonds within ten days of completion of applicable item or Work. Prepare and submit preliminary copies for review as specified herein.
B. Submission of Final Copies: Submit fully executed copies of warranties, guaranties, and bonds within ten days of date identified in Notice of Completion but no later than three days prior to date of final Application for Payment.
C. Date of Warranties and Bonds: Unless otherwise directed or specified, commencement date of warranty, guaranty and bond periods shall be the date established in the Notice of Completion.
1. Warranties for Work accepted in advance of date stated in Notice of Completion:
When a designated system, equipment, component parts or other portion of the Work is completed and occupied , by separate agreement with Contractor, prior to completion date established in the Notice of Completion, submit properly executed warranties to Owner, as directed by Engineer, within ten working days of completion of that designated portion of the Work. List date of commencement of warranty, guaranty or bond period as the date established in the Notice of Completion.
2. Warranties for Work not accepted as of date established in the Notice of Completion:
Submit documents within ten days after acceptance, listing date of acceptance as beginning of warranty, guaranty, or bond period.
D. Duration of Warranties and Guaranties: Unless otherwise specified or prescribed by law, warranty and guaranty periods shall be not less than the guaranty period required by the General Provisions of the Contract but in no case less than one year from the date established for completion of the Project in the Notice of Completion. See product Specifications Sections in Divisions 2 through 33 of the Project Manual for extended warranty and guaranty beyond the minimum one year duration.
PART 2 – PRODUCTS (NOT USED)
PART 3 – EXECUTION (NOT USED)
END OF SECTION
01 78 39 PROJECT RECORD DOCUMENTS Date Printed: October 17, 2025 Document Version: 1.0 Current Update: May 2023
01 78 39 PROJECT RECORD DOCUMENTS
PART 1 – GENERAL
1.1 SECTION INCLUDES
A. Requirements for Project record documents to be submitted for Contract closeout.
1.2 RELATED SECTIONS
A. Section 01 33 00 – Submittals Procedures: General requirements for submission for shop drawings, product data, samples, and quality control reports.
1.3 PROJECT RECORD DOCUMENTS
A. Project Record Documents, General: Do not use record documents for construction purposes; protect from deterioration and loss in a secure, fire-resistive location; provide access to record documents for the reference by Engineer and Owner during normal working hours.
B. Record Drawings: Record information continuously as Work progresses. Do not conceal Work permanently until all required information is recorded.
1. Maintain a clean, undamaged set of blue or black line white-prints of Contract Drawings and Shop Drawings. Mark the set to show the actual installation where the installation varies substantially from the Work as originally shown. Mark whichever drawing is most capable of showing conditions fully and accurately.
2. Where Shop Drawings are used, record a cross-reference at the corresponding location on the Contract Drawings. Give particular attention to concealed elements that would be difficult to measure and record at a later date.
3. Legibly and to scale, mark record sets with red erasable pencil. Use other colors to distinguish between variations in separate categories of the work.
4. Mark new information that is important to the Owner's operation and maintenance of the Work but was not shown on Contract Drawings or Shop Drawings. Record actual construction, including:
a. Measured depths of foundations and footings encountered, measured in relation to finish First Floor datum.
b. Measured horizontal and vertical locations of underground utilities and appurtenances, referenced to permanent ground improvements. c. Field changes of dimension and detail.
d. Details not on original Contract Drawings. Application of copies of details produced and provided by Owner’s Representative during construction will be accepted.
e. Permanent Room names and Room numbers.
5. Note related Change Order numbers where applicable.
6. Organize record drawing sheets into manageable sets, bind with durable paper cover sheets, and print suitable titles, dates, and other identification on the cover of each set.
7. Store Record Documents separate from documents used for construction.
C. Record Specifications: Record changes made by Addenda and Change Orders. In PART 2 – PRODUCTS in each Section, legibly mark and record in red ink actual Products installed or used, including:
01 78 39 PROJECT RECORD DOCUMENTS Date Printed: October 17, 2025 Document Version: 1.0 Current Update: May 2023
1. Manufacturer's name and product model or catalog number.
2. Product substitutions or alternates utilized.
D. Submission:
1. Project Record Documents shall be kept current and will be reviewed for completeness by Engineer as condition for certification of each Progress Payment Application.
2. Submit marked record documents to Engineer prior to final Application for Payment, for approval. Submit 2 sets of documents xerographically reproduced on white bond paper.
3. Submit ‘As-Built Certification’ on a monthly basis by inspector Must accompany progress payment form provided in specifications.
PART 2 – PRODUCTS (NOT USED)
PART 3 – EXECUTION (NOT USED)
END OF SECTION
01 79 00 DEMONSTRATION AND TRAINING Date Printed: October 17, 2025 Document Version: 1.0 Current Update: May 2023
01 79 00 DEMONSTRATION AND TRAINING
PART 1 – GENERAL
1.1 SECTION INCLUDES
A. Administrative and procedural requirements for instructing Owner's personnel, including the following:
1. Demonstration of operation of systems, subsystems, and equipment.
2. Training in operation and maintenance of systems, subsystems, and equipment installed under the Contract.
3. Demonstration and training visual presentation media and notes.
1.2 RELATED SECTIONS
A. Section 01 31 00 – Project Management and Coordination: Requirements for pre- instruction conferences.
B. Section 01 75 00 – Starting and Adjusting Procedures: Coordination of start-up and adjusting of systems, subsystems and equipment with demonstration and training of Owner's personnel.
C. Section 01 78 23 – Operation and Maintenance Data: Operating and maintenance instructions to be used during training and demonstration.
D. Divisions 2 through 33 Sections for specific requirements for demonstration and training for Work specified in those Sections.
1.3 SUBMITTALS
A. Instruction Program: Submit two copies of outline of instructional program for demonstration and training, including a schedule of proposed dates, times, length of instruction time, and instructors' names for each training module. Include learning objective and outline for each training module.
1. Receipt, review, and acceptance of instruction program by Owner, through Construction Manager (CM), shall be condition precedent to approval of Contractor's application partial payment
2. Submission of instruction program shall be scheduled to allow sufficient time for receipt, review, and acceptance of instruction program by Owner, through Construction Manager (CM), and shall be not less than 3 weeks prior to proposed date of first training session.
3. At completion of training, submit two complete training manual(s) to Owner, through Construction Manager, for Owner's use.
B. Qualification Data: For persons specified in "Quality Assurance" Article to demonstrate their capabilities and experience. Include lists of completed projects with project names and addresses, names and addresses of Owner, and other information specified.
C. Attendance Record: For each training module, submit list of participants and length of instruction time.
D. Evaluations: For each participant and for each training module, submit results and documentation of performance-based test.
E. Demonstration and Training Video Presentations: Submit one (1) digital copy via flash drive/USB storage device and upload one (1) digital copy within seven days of end of each training module.
01 79 00 DEMONSTRATION AND TRAINING Date Printed: October 17, 2025 Document Version: 1.0 Current Update: May 2023
1. Identification: On each copy, provide an applied label with the following information:
a. Name of Project.
b. Name and address of videographer.
c. Name of Owner.
d. Name of Contractor.
e. Date video was recorded.
f. Description of vantage point, indicating location, direction (by compass point), and elevation or story of construction.
2. Transcript: Prepared on 8-1/2 by 11 inch (215 by 280 mm) paper, punched and bound in heavy-duty, 3-ring, vinyl-covered binders. Mark appropriate identification on front and spine of each binder. Include a cover sheet with same label information as the corresponding videotape. Include name of Project and date of videotape on each page.
1.4 QUALITY ASSURANCE
A. Facilitator Qualifications: A firm or individual experienced in training or educating maintenance personnel in a training program similar in content and extent to that indicated for this Project, and whose work has resulted in training or education with a record of successful learning performance.
B. Instructor Qualifications: Factory-authorized service representative and other qualified instructors, complying with requirements in Section 01 45 00 – Quality Control, experienced in operation and maintenance procedures and training.
C. Photographer/Videographer Qualifications: A professional photographer who is experienced photographing construction projects.
D. Pre instruction Conference: Conduct conference at Project site to comply with requirements in Section 01 31 00 – Project Management and Coordination. Review methods and procedures related to demonstration and training including, but not limited to, the following:
1. Inspect and discuss locations and other facilities required for instruction.
2. Review and finalize instruction schedule and verify availability of educational materials, instructors' personnel, audiovisual equipment, and facilities needed to avoid delays.
3. Review required content of instruction.
4. For instruction that must occur outside, review weather and forecasted weather conditions and procedures to follow if conditions are unfavorable.
1.5 COORDINATION
A. Coordination of Instruction Schedule: Coordinate instruction schedule with Owner's operations. Adjust schedule as required to minimize disrupting Owner's operations.
Coordinate with Owner through Engineer.
B. Coordination of Instructors: Coordinate instructors, including providing notification of dates, times, length of instruction time, and course content. Allow for 20 working days notice to Owner through Engineer
C. Coordination with Operation and Maintenance Data: Coordinate content of training modules with content of approved emergency, operation, and maintenance manuals. Do not submit instruction program until operation and maintenance data has been reviewed and approved by Owner.
01 79 00 DEMONSTRATION AND TRAINING Date Printed: October 17, 2025 Document Version: 1.0 Current Update: May 2023
1. Do not submit instruction program until operation and maintenance data have been reviewed by Owner or other responsible design professional and accepted by Owner through Engineer.
2. Coordinate review of operation and maintenance data to make operation and maintenance data available at least 30 days prior to date scheduled for initial training session.
PART 2 – PRODUCTS
2.1 INSTRUCTION PROGRAM
A. Program Structure: Develop an instruction program that includes individual training modules for each system and equipment not part of a system, as required by individual Specification Sections, and as follows:
1. Motorized doors, including overhead coiling doors.
2. Equipment, including athletic, audio-visual, food service, and laboratory equipment as applicable.
3. Fire-protection systems, including fire alarm, and fire-extinguishing systems.
4. Intrusion detection systems, if applicable.
5. Conveying systems, including elevators and wheelchair lifts, as applicable.
6. Heat generation, including boilers, pumps, and water distribution piping, as applicable.
7. Refrigeration systems, including chillers, cooling towers, condensers, pumps, and distribution piping, as applicable.
8. HVAC systems, including air-handling equipment, air distribution systems, and terminal equipment and devices, as applicable.
9. HVAC instrumentation and controls, as applicable.
10. Electrical service and distribution, including transformers, switchboards, panelboards, uninterruptible power supplies, and motor controls, as applicable.
11. Lighting equipment and controls, as applicable.
12. Communication systems, including voice and data systems, and video equipment, as applicable.
13. Motorized window coverings.
B. Schedule of Training Sessions: Arrange to have training conducted on consecutive days, with no more than 6 hours of training scheduled for any one day. Concurrent classes will not be acceptable.
C. Training Modules, General: Develop a learning objective and teaching outline for each module. Develop an instruction program that includes individual training sessions for each system and operating products not part of a system, as required by Division 2 through 33 Specification Sections. Include a description of specific skills and knowledge that participant is expected to master.
D. Training Module Content: Training modules shall progress logically. Each training module shall be comprised of time spent both in the classroom and at specific location of subject equipment or system. As a minimum, cover the following subjects for each item of equipment and system:
1. Familiarization:
01 79 00 DEMONSTRATION AND TRAINING Date Printed: October 17, 2025 Document Version: 1.0 Current Update: May 2023
a. Review catalog, parts lists, drawings, etc., which have been previously provided for the plant files and operation and maintenance manuals. b. Check out the installation of the specific equipment items. c. Demonstrate the unit and indicate how all parts of the specifications are met. d. Answer questions.
2. Safety:
a. Using material previously provided, review safety references. b. Discuss proper precautions around equipment.
3. Operation:
a. Using material previously provided, review reference literature. b. Explain all modes of operation (including emergency). c. Check out Owner's personnel on proper use of equipment and controls.
4. Preventive Maintenance:
a. Using material previously provided, review preventive maintenance (PM) lists including:
1) Reference material.
2) Daily, weekly, monthly, quarterly, semiannual, and annual jobs. b. Demonstrate how to perform Preventative Maintenance tasks. c. Demonstrate to Owner's personnel what to look for as indicators of equipment problems.
5. Corrective Maintenance:
a. List possible problems.
b. Discuss repairs point out special problems.
c. Open up equipment and demonstrate procedures, where practical.
6. Parts:
a. Show how to use previously provided parts list and order parts. b. Check over spare parts on hand. Make recommendations regarding additional parts that should be available.
7. Local Representatives:
a. Where to order parts: Name, address, telephone.
b. Service problems:
1) Who to call.
2) How to get emergency help.
8. Operation and Maintenance Manuals:
a. Review any other material submitted.
b. Update material, as required.
E. Classroom Training for Operations Personnel:
1. Using projected drawings and photographs, describe and discuss equipment locations in plant and present operational overview of systems. Thoroughly discuss operating and maintenance manuals.
2. Describe purpose and plant function of equipment and systems.
3. Describe operating theory of equipment.
4. Describe start up, shutdown, normal operation and emergency operating procedures, including discussion of system integration and electrical interlocks, if any.
01 79 00 DEMONSTRATION AND TRAINING Date Printed: October 17, 2025 Document Version: 1.0 Current Update: May 2023
5. Identify and discuss safety items and procedures.
6. Describe routine preventative maintenance, including specific details on lubrication and maintenance of corrosion protection of the equipment and ancillary components.
7. Describe operator detection, without test instruments, of specific equipment trouble symptoms.
8. Describe required equipment performance test procedures and intervals.
9. Describe routine disassembly and assembly of equipment if applicable (as determined by Owner on case by case basis) for purposes such as operator inspection of equipment.
F. Classroom Training for Maintenance and Repair Personnel:
1. Theory of operation.
2. Description and function of equipment.
3. Start up and shutdown procedures.
4. Normal and major repair procedures.
5. Equipment inspection and troubleshooting procedures including the use of applicable test instruments and the "pass" and "no pass" test instrument readings.
6. Routine and long-term calibration procedures.
7. Safety procedures.
8. Preventative maintenance such as lubrication; normal maintenance such as belt, seal, and bearing replacement; and up to major repairs such as replacement of major equipment part(s) with the use of special tools, bridge cranes, welding jigs, etc.
G. Field Training for Operations Personnel:
1. Identify locations of equipment components and controls.
2. Review of component functions and theory of operation.
3. Identifying piping and flow options.
4. Identifying valves and explain their functions at various settings.
5. Identifying instrumentation:
a. Location of primary element.
b. Location of instrument readout.
c. Discuss purpose, basic operation, and information interpretation.
6. Discuss, demonstrate, and perform standard operating procedures and round checks, including system start up and shutdown procedures.
7. Review and perform safety procedures.
8. Perform the required equipment exercise procedures.
9. Discuss and perform preventative maintenance activities.
10. Identify and review safety items and perform safety procedures, if feasible.
H. Field Training for Maintenance and Repair Personnel: In addition to field training specified above for operations personnel, include the following:
1. Describe normal repair procedures.
2. Perform routine disassembly and assembly of equipment, if applicable, for inspections and tests.
3. Perform routine maintenance and repair tasks, including mechanical and electrical operations for troubleshooting, adjustments, and calibration.
I. Presentation Media:
01 79 00 DEMONSTRATION AND TRAINING Date Printed: October 17, 2025 Document Version: 1.0 Current Update: May 2023
1. Presentations shall utilize computer-generated, projected graphics utilizing Microsoft PowerPoint software, including animation as appropriate to enhanced presentation and viewer interest. Graphics shall include text and still and moving images.
PowerPoint presentation shall be suitable for incorporation into video record of instruction.
2. Each session shall include mock-ups, samples, and other visual aids as appropriate.
3. Each session shall include printed handouts and notes for each participant.
4. Produce sufficient printed materials to provide minimum of 5 unused copies for Owner's use in subsequent training programs.
J. Video Record: Each training session shall be recorded and reproduced digitally to both a flash drive/USB storage device and uploaded digitally to the Owner. USB storage device shall be labeled with legible, permanent computer-printed labels.
PART 3 – EXECUTION
3.1 PREPARATION
A. Preparation:
1. Assemble educational materials necessary for instruction, including documentation and training module. Assemble training modules into a combined training manual.
2. Set up instructional equipment at instruction location.
3.2 INSTRUCTION
A. Facilitator: Engage a qualified facilitator to prepare instruction program and training modules, to coordinate instructors, and to coordinate between Contractor and Owner (through Construction Manager) for number of participants, instruction times, and location.
B. Engage qualified instructors to instruct Owner's personnel to adjust, operate, and maintain systems, subsystems, and equipment not part of a system.
1. Contractor will furnish a qualified instructor to describe basis of system design, operational requirements, criteria, and regulatory requirements.
2. Owner' will furnish through Construction Manager (CM) to Contractor names and positions of participants.
C. Scheduling: Provide instruction at mutually agreed on times. For equipment that requires seasonal operation, provide similar instruction at start of each season.
1. Schedule training with Owner through Construction Manager (CM), with at least ten working days advance notice.
D. Evaluation: At conclusion of each training module, assess and document each participant's mastery of module by use of a written performance-based test.
E. Cleanup: Collect used and leftover educational materials and deliver to Owner through Construction Manager (CM). Remove instructional equipment. Restore systems and equipment to condition existing before initial training use.
END OF SECTION
01 81 13 SUSTAINABLE DESIGN REQUIREMENTS Date Printed: October 17, 2025 Document Version: 1.0 Current Update: May 2023
01 81 13 SUSTAINABLE DESIGN REQUIREMENTS
PART 1 – GENERAL
1.1 SECTION INCLUDES
A. General requirements and procedures for compliance during construction with requirements of CCR Title 24, Part 11: 2022 California Green Building Standards Code (CALGreen Code), or latest version.
B. Contractor shall be responsible for completion and transmission to Owner’s Representative through Construction Manager documents developed during construction (submittals) necessary for completion and verification of the Application Checklist for Building Standards Code (BCS), in compliance with CALGreen Code or latest version.
1.2 RELATED SECTIONS
A. Section 01 81 19 – Indoor Air Quality Management: Indoor Air Quality (IAQ) management procedures and requirements.
B. Section 01 35 43 – Environmental Management: Special requirements for noise and acoustics management during demolition and new construction operations.
C. Section 01 74 19 – Construction Waste Management and Disposal: Waste management controls and systems
D. Section 01 60 00 – Product Requirements: Environmental requirements for construction products, including packaging.
E. Section 01 74 00 – Cleaning and Waste Management: Requirements for cleaning agents and procedures.
F.
G. Section 01 79 00 – Demonstration and Training: Requirements for instructing Owner's personnel in use and maintenance of facilities.
H. Divisions 2 through 33 Sections: Specific requirements for submittals demonstrating compliance with CALGreen requirements specific to the Work specified in each of these Sections.
1.3 DEFINITIONS
A. Chain-of-Custody Certificates: Certificates signed by manufacturers certifying that wood used to make products was obtained from forests certified by an FSC-accredited certification body to comply with FSC STD-01-001, "FSC Principles and Criteria for Forest Stewardship." Certificates shall include evidence that manufacturer is certified for chain of custody by an FSC-accredited certification body.
B. Rapidly Renewable Materials: Materials made from agricultural products that are typically harvested within a ten-year or shorter cycle. Rapidly renewable materials include products made from bamboo, cotton, flax, jute, straw, sunflower seed hulls, vegetable oils, or wool.
C. Regionally Manufactured Materials: Materials that are manufactured within a radius of 500 miles from the Project location. Manufacturing refers to the final assembly of components into the building product that is installed at the Project site.
D. Regionally Extracted, Harvested, or Recovered Materials: Materials that are extracted, harvested, or recovered and manufactured within a radius of 500 miles from the Project site.
01 81 13 SUSTAINABLE DESIGN REQUIREMENTS Date Printed: October 17, 2025 Document Version: 1.0 Current Update: May 2023
E. Recycled Content: The recycled content value of a material assembly shall be determined by weight. The recycled fraction of the assembly is then multiplied by the cost of assembly to determine the recycled content value.
1. "Post-consumer" material is defined as waste material generated by households or by commercial, industrial, and institutional facilities in their role as end users of the product, which can no longer be used for its intended purpose.
2. "Pre-consumer" material is defined as material diverted from the waste stream during the manufacturing process. Excluded is reutilization of materials such as rework, regrind, or scrap generated in a process and capable of being reclaimed within the same process that generated it.
1.4 SUBMITTALS
A. CALGreen Compliance Submittals: Make sustainable design-related submittals as specified in Division 2 through 33 Sections.
1. Comply with general requirements for submittals specified in Section 01 33 00 – Submittal Procedures.
2. Prepare and submit Checklist for California Green Building Standards Code (CALGreen) including specific items specified in Article 3.1, below.
3. Sustainable design (CALGreen) submittals are in addition to submittals specified in other Sections.
4. Make submittals as Adobe Acrobat Portable Document Format (PDF) electronic files.
1.5 CONFERENCES
A. Coordination Meetings: Comply with general requirements for project meetings specified in Section 01 31 00 – Project Management and Coordination. Conduct two onsite CALGreen Coordination Meetings.
1. Initial Coordination Meeting: Conduct pre-construction meeting to review CALGreen Implementation Plan. This includes mandatory participation by critical subcontractors.
2. Second CALGreen Coordination Meeting: Conduct Contract Closeout meeting to exchange outstanding documentation and to confirm final performance data.
PART 2 – PRODUCTS (NOT USED)
PART 3 – EXECUTION
3.1 CHECKLIST FOR CALIFORNIA GREEN BUILDING STANDARDS CODE (CALGREEN) A. Completion of Checklist for California Green Building Standards Code (CALGreen):
Contractor shall complete this checklist for materials and equipment, with additional input from Owner’s Representative for design-related requirements.
B. Construction Waste Reduction, Disposal and Recycling: In compliance with CALGreen
5.408.1, as specified in Section 01 74 19 – Construction Waste Management and Disposal.
C. Finish Materials Pollutant Control:
1. Indoor Air Quality (IAQ) Control: In compliance with CALGreen A5.405.1 and as specified in Section 01 81 19 – Indoor Air Quality Requirements.
2. Adhesives, sealants, and caulks: Comply with CALGreen 5.504.4.1, including South Coast Air Quality Management District (SCAQMD) Rule 1168 for VOC limits and CALGreen Tables 5.504.4.1 and 5.504.4.2.
01 81 13 SUSTAINABLE DESIGN REQUIREMENTS Date Printed: October 17, 2025 Document Version: 1.0 Current Update: May 2023
3. Paints and coatings: Comply with CALGreen 5.504.4.3, including South Coast Air Quality Management District (SCAQMD) Rule 1116 for VOC limits, unless more stringent requirements are specified.
4. Carpet system: Comply with CALGreen 5.504.4.4, including testing and product requirements of CALGreen 5.504.4.4.
a. If used, carpet cushion shall comply with Carpet and Rug Institute Green Label Program.
b. Adhesives used for carpet installation shall comply with requirements of CALGreen Table 804.4.1.
5. Composite wood products: Comply with CALGreen 5.504.4.5, including limitations on formaldehyde content in CALGreen Table 5.504.4 and in compliance with California Air Resources Board (CARB) Air Toxic Control Measure (ATCM) for Formaldehyde Emissions from Composite Wood Products.
6. Resilient flooring system: Comply with CALGreen 5.504.4.6, including compliance with material list or product registry under 2009 Edition, California CHPS (Collaborative for High Performance Schools) (CA-CHPS) or certification under Floor Score Program of the Resilient Floor Covering Institute, for Tier 1.
END OF SECTION
01 81 19 INDOOR AIR QUALITY REQUIREMENTS Date Printed: October 17, 2025 Document Version: 1.0 Current Update: May 2023
01 81 19 INDOOR AIR QUALITY REQUIREMENTS
PART 1 – GENERAL
1.1 SECTION INCLUDES
A. This Section specifies Indoor Air Quality (IAQ) management procedures during construction, in compliance with CCR Title 24, Part 11: 2022 California Green Building Standards Code (CALGreen Code),or latest version.
B. Contractor shall develop procedures and maintain the project site to eliminate and mitigate potential sources of indoor air pollutants to enhance the indoor air quality of the project site and the finished, occupiable building.
1.2 DEFINITIONS
A. Definitions: Pertaining to sustainable development, as defined in ASTM E 2114.
B. Adequate Ventilation: Ventilation, including air circulation and air changes, required to cure materials, dissipate humidity, and prevent accumulation of particulates, dust, fumes, vapors, or gases.
C. Hazardous Materials: Any material that is regulated as a hazardous material in accordance with 49 CFR 173, requires a Material Safety Data Sheet (MSDS) in accordance with 29 CFR 1910.1200, or which during end use, treatment, handling, storage, transportation, or disposal meets or has components which meet or have the potential to meet the definition of a Hazardous Waste in accordance with 40 CFR 261. Throughout this specification, hazardous material includes hazardous chemicals.
1. Hazardous materials include: pesticides, biocides, and carcinogens as listed by recognized authorities, such as the Environmental Protection Agency (EPA) and the International Agency for Research on Cancer (IARC).
D. Indoor Air Quality (IAQ): The composition and characteristics of the air in an enclosed space that affect the occupants of that space. The indoor air quality of a space refers to the relative quality of air in a building with respect to contaminants and hazards and is determined by the level of indoor air pollution and other characteristics of the air, including those that impact thermal comfort such as air temperature, relative humidity, and air speed.
E. Interior Final Finishes: Materials and products that will be exposed at interior, occupied spaces; including flooring, wallcovering, finish carpentry, and ceilings.
F. Packaged Dry Products: Materials and products that are installed in dry form and are delivered to the site in manufacturer's packaging; including carpets, resilient flooring, ceiling tiles, and insulation.
G. Wet Products: Materials and products installed in wet form, including paints, sealants, adhesives, special coatings, and other materials which require curing.
1.3 SUBMITTALS
A. Indoor Air Quality (IAQ) Management Plans: Prepare and submit IAQ Management Plans demonstrating compliance with CCR Title 24, Part 11: 2010 California Green Building Standards Code (CALGreen Code).
1. Confirm whether permanently installed air handling equipment was used during construction
01 81 19 INDOOR AIR QUALITY REQUIREMENTS Date Printed: October 17, 2025 Document Version: 1.0 Current Update: May 2023
2. Submit product data for temporary filtration media and filtration media used during occupancy (include manufacturer, model #, MERV rating, and location of installed filter)
PART 2 – PRODUCTS (NOT USED)
PART 3 – EXECUTION
3.1 INDOOR AIR QUALITY (IAQ) MANAGEMENT
A. Indoor Air Quality (IAQ) Management: Contractor shall manage and protect indoor air quality, including performance of the following:
1. During construction meet or exceed the recommended Control Measures of the Sheet Metal and Air Conditioning Contractors National Association (SMACNA) IAQ Guidelines for Occupied Buildings under Construction, Second Edition – November 2007, Chapter
3. a. Minimize accumulation of dust and debris which may become airborne and infiltrate the heating, ventilating and air conditioning system. b. Conduct thorough progress and final completion cleaning to remove dust from interior surfaces. Refer to Section 01 74 00 - Cleaning and Waste Management.
2. Protect stored on-site or installed absorptive materials from moisture damage, including materials such as insulation, carpeting, ceiling tile and gypsum wallboard.
Coordinate with requirements for temporary dust and debris barriers specified in Section 01 50 00 – Temporary Facilities and Controls.
3. Protect from intrusion by dust, water, and debris all heating, ventilating and air conditioning equipment, ductwork, and other related air distribution component openings by closing all openings with tape, durable plastic sheeting, sheet metal or other methods as acceptable to Authority Having Jurisdiction (AHJ). Provide protection during shipping and handling, storage on the construction site, installation and operational adjustments and testing, until final startup.
4. If permanently installed air handlers are used during construction, filtration media with a Minimum Efficiency Reporting Value (MERV) of 8 shall be used at each return air grille, as determined by ASHRAE 52.2-1999
5. Replace all filtration media immediately prior to Completion review.
END OF SECTION
APPENDIX A Date Printed: October 17, 2025
Document Version: 1.0 Current Update: October 2025
FEDERAL AND STATE GRANT REQUIREMENTS
APPENDIX A Date Printed: October 17, 2025
Document Version: 1.0 Current Update: October 2025
APPENDIX A
FEDERAL AND STATE GRANT REQUIREMENTS
Grant Requirements & Environmental Applicability
The provisions in this Exhibit are grant requirements for the HUD CPF award B-23-CP-CA-0155 and the CA DPR/OGALS award C5055056. Except where expressly stated otherwise below, these grant requirements apply regardless of the project’s environmental pathway. However, the CEQA and NEPA procedural obligations in the “Environmental Review” section apply only to the extent CEQA/NEPA review is required for the project’s scope. If the City issues a CEQA Notice of Exemption (NOE) for the work and the Responsible Entity (or HUD under Part 50) documents that the project is Exempt (24 CFR 58.34) or Categorically Excluded Not Subject to §58.5 (CENST) (24 CFR 58.35(b)), or HUD determines the equivalent under Part 50,then the RROF/AUGF condition and related choice-limiting actions restrictions do not apply to that exempt scope, subject to the written confirmation described below. All non-environmental grant conditions (e.g., 2 CFR Part 200, Section 3 if applicable, labor standards, 2 CFR § 200.216 (covered telecommunications ban), BABA, FFATA, records/audit, etc.) still apply.
This Appendix forms an integral part of the Contract Documents. The requirements set forth herein are federally mandated or grant-related provisions that apply to this Project. Strict compliance is required. Failure to comply may render a Bid nonresponsive or result in disqualification, termination, or repayment of grant funds.
Flow-Down. Contractor shall insert all applicable provisions of this Appendix A (and any required certifications) in every lower-tier subcontract and purchase order at any dollar value required by 2 CFR part 200 (including Appendix II) and other grant conditions, and shall obtain written acknowledgement.
GRANT COMPLIANCE SUMMARY
Project Funding
• Department of Housing and Urban Development (HUD) Community Development Fund (Community Project Funding (CPF)/Congressionally Directed Spending) (B-23-CP-CA- 0155) Grant | $3,000,000
• State of California Department of Parks and Recreation Grant (C5055056) (DPR) Specified Grant – Contract No. C5055056 | $5,000,000
FEDERAL COMPLIANCE REQUIREMENTS
Department of Housing and Urban Development (HUD) Community Development Fund (Community Project Funding (CPF)/Congressionally Directed Spending) (B-23-CP-CA-0155)
1. Environmental Review & Limitation on Activities (NEPA; 24 CFR Part 58 or Part 50).
APPENDIX A Date Printed: October 17, 2025
Document Version: 1.0 Current Update: October 2025