c. If any of the required submittals are returned to Contractor for corrections or revisions, they shall be resubmitted within 10 Calendar Days after the return mailing date.
Resubmittals shall include all information and media included in the first submittal.
Review and response by Engineer will be given within 10 Calendar Days after receipt of each resubmittal.
d. Schedules shall show Contract completion of the Work on the Contract completion date and with zero or positive total float even if the Contractor plans to finish early. In no event shall acceptance of the schedule be a basis for a claim for delay against Agency or Engineer by Contractor for an early finish. A Progress Schedule containing activities with negative float or that extend beyond the Contract completion date will not be acceptable. e. Acceptance of the Progress Schedule by Engineer does not relieve Contractor of responsibility for accomplishing the Work by the Contract completion date. Omissions and errors in the accepted Progress Schedule shall not relieve the Contractor of obligations under the Contract. Acceptance by Engineer in no way makes Engineer or Agency an ensurer of the Schedule's success or liable for time or cost overruns. Engineer and Agency disclaim any obligation or liability by reason of acceptance of the Progress Schedule by the Engineer.
1.13 RESPONSIBILITY OF SCHEDULE COMPLIANCE
a. Whenever it becomes apparent from the current Progress Schedule that the Critical Path is delayed and the Contract completion date will not be met, Contractor shall mitigate the delay by taking some or all of the following actions at no additional cost to Agency.
1. Increase construction labor force in such quantities and crafts as will bring the Project back on schedule within the completion dates and milestones.
2. Increase the number of working hours per shift, shifts per day, Working Days per week, and the amount of construction equipment, or any combination of the foregoing, to substantially eliminate the backlog of Work.
3. Re-schedule activities to achieve maximum practical concurrence of activities and to comply with the schedule date(s).
b. Within 10 Calendar Days of the Engineer’s request, Contractor shall submit a recovery schedule and written statement of the steps intended to remove or arrest the delay to the Critical Path in the schedule. If the Contractor fails to submit the required information or should fail to take measures acceptable to the Engineer, the Engineer with Agency concurrence may direct Contractor to increase labor force , equipment and scheduled Work hours to remove or arrest the delay to the Critical Path and the Contractor shall promptly provide such level of effort at no additional cost to Agency. c. In the event Contractor fails to follow the updated or revised recovery schedule, Agency may elect to withhold progress payments until Contractor complies with the revised schedule.
d. Should Contractor’s efforts not remove or arrest the delay to the Critical Path of the accepted schedule, then Agency shall be entitled to supplement Contractor’s workforce and equipment to remove and arrest any delay, and shall be entitled to deduct all costs and expenses associated with the supplemental workforce and equipment from
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payments due to the Contractor. If insufficient Contract funds remain, Agency may recover such funds from Contractor and its Surety.
1.14 CHANGE ORDERS, DELAYS, AND EXTENSIONS OF TIME
a. When Change Orders or delays are experienced by Contractor and Contractor requests an extension of time, Contractor shall submit a written time impact analysis to the Engineer illustrating the influence of each change or delay to the current Contract Schedule completion date. Each time impact analysis shall include a fragment incorporating the Change Order or delay into the Progress Schedule to demonstrate how Contractor was delayed.
b. Each time impact analysis shall demonstrate the estimated time impact based on the events of the change or the delay; the date the change was given to Contractor or the delay incurred, the status of construction at that point in time, and the event time computation of all activities affected by the change or delay. The event times used in the analysis shall be those included in the latest update of the Progress Schedule or as adjusted for the events of delay.
c. Three copies of the time impact analysis and an electronic copy on compact disk shall be submitted within 7 Calendar Days of delay occurrence or direction to proceed with a change is given to Contractor. No time extensions will be considered if the time impact analysis is not submitted within the specified time.
d. The Engineer will review Contractor’s time impact analysis. Contractor shall furnish such justification and supporting evidence as the Engineer deems necessary to determine whether Contractor is entitled to an extension of time. Engineer’s review of each time impact analysis will be made within 5 Working Days of receipt of the time impact analysis and additional information as required by the Engineer, unless subsequent meetings and negotiations are necessary.
e. The Contract completion time will be adjusted only for causes specified in paragraph 15.
Time extensions will be granted only to the extent that equitable time adjustments for the activity or activities affected exceed the total or remaining float along the Critical Path at the time of actual delay. Delays in activities which are not on the Critical Path and do not affect Contract completion dates, will not be considered for an extension of time.
1.15 CAUSES FOR EXTENSIONS OF TIME
a. Additional positive total float in the Progress Schedule generated by efficiencies of Agency or Contractor is a shared commodity to be reasonably used by either party, and belongs exclusively to the Project. The Contractor is not entitled to any additional compensation for completion of the Project prior to expiration of the Contract Times. b. Agency-Initiated Changes. Agency initiated changes to the Contract Work that absorb float time will not be considered for an extension of time. Agency-initiated changes that affect the Critical Path of the Progress Schedule shall be grounds for extending or shortening completion dates. Use of float time for Contractor initiated changes will
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require Agency’s concurrence. Contractor’s changes, however, shall give way to Agency- initiated changes competing for the same float time.
c. Outside Contractor’s Control. Events outside of the Contractor’s control that affect the Critical Path of the Progress Schedule will be considered for an extension or reduction of the Contract Times.
d. Weather Delays. Engineer will obtain weather data during construction from a reputable source, and will maintain weather records.
1. Engineer will determine Contractor’s entitlement to an extension of the Contract Time as a result of weather delays. Extensions of time will be granted at the discretion of the Engineer for circumstances not covered by the flow chart.
2. Any weather -related extension of Contract Time shall be non- compensable.
Efficiencies gained as a result of favorable weather within a calendar month, where the number of days of normally anticipated weather days is less than expected, shall contribute to the Project float and shall not affect the Contract Times.
3. Application for a weather- related extension of time shall be submitted to the Engineer, and shall state the extension requested and be supported by the relevant weather data.
1.16 AS-BUILT SCHEDULE
a. As a condition precedent to release of final payment, the last update to the Progress Schedule submitted shall be identified by the Contractor as the “As -Built Schedule.” The “As-Built Schedule” shall reflect the exact manner in which the Project was actually constructed (including actual start and completion dates, activities, sequences, and logic) and shall be signed and certified by the Contractor’s Project manager.
1.17 SCHEDULE SOFTWARE SETTINGS AND RESTRICTIONS
a. Contractor shall consult with Engineer for acceptable Primavera Project Manager software settings and restrictions. The following shall apply unless otherwise directed by the Engineer.
1. Schedule Options:
i. Shall be defined only to “Use expected finish dates”; ii. Scheduling progressed activities to be set to “Use only retained logic,” not progress override option;
iii. Critical Path activities defined as Total Float less than or equal to zero; iv. Calculating start-to-start lag from “early start” dates; and computing total float as “finish float = late finish – early finish”;
v. Calendar to be set for scheduling relationship lag as “Predecessor Activity Calendar.”
2. Activity progress shall be shown using Remaining Duration. Date format shall be DDMMYY.
3. Default activity type shall be set to “Independent Task.”
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4. Date/time activity constraint(s), other than those required by the Contract, will not be allowed unless accepted by Engineer. Contractor shall identify proposed constraints and explain the constraint purpose in the Narrative Report.
5. Lags shall not be used in the creation of an activity that will perform the same function, e.g., concrete cure time. Lag durations contained in the Project Schedule shall not have a negative value. Contractor shall identify any lag proposed and explain the purpose of the lag in the Narrative Report.
6. Actual Start and Finish dates shall not be automatically updated by default mechanism that may be included in the CPM scheduling software system. Actual Start and Actual Finish dates on the CPM schedule shall be updated by actual Work progression.
1.18 ACTIVITY CODES
a. The Primavera (P6) activity codes and WBS to be confirmed or revised by the Engineer are listed below. Confirmation or revision of the activity codes and WBS will be provided to the Contractor within 3 Working Days of the Effective Date of the Contract . Use of the Engineer prescribed activity codes and WBS is mandatory. b. “Project Codes” as defined by Primavera P6 is reserved for the Agency . Only “Activity Codes” at Project Level will be permitted for Contractor use.
Activity Code
Code
Value Description
Phase 0005 Construction Phase
Construction Phase A
BC
D
E
Milestones
Administrative
Submittals
Construction Activities
Closeout Phase
Submittals SUB
R&A
F&D
Submittals
Review & Approve
Fabricate & Deliver
Other Codes to be prescribed by
Engineer or requested by
Contractor for Project specific
criteria.
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1.19 ACTIVITY RELATIONSHIPS
a. Relationships between activities shall be identified with the following information:
1. Predecessor and successor activity ID.
2. Relationship types:
i. FS Finish to start
ii. SS Start to start
iii. FF Finish to finish
iv. SF Start to finish – This relationship is not allowed, unless authorized by Engineer.
1.20 PROJECT CALENDARS
a. Project Calendars shall use Working Days and Calendar Days as the planning unit for the schedule. Use of Global Calendars is reserved for Agency. Each calendar shall be set to start on Mondays with holidays in accordance with Agency policy. The following calendars shall be used for each activity except as otherwise accepted by Engineer:
1. 5-Day x 8 Hour Workweek (with holidays) shall be used for 5 -day 40 -hour workweek activities: Monday through Friday. All holidays and non-work days shall be assigned to this calendar. This calendar shall be used for all normal work activities, submittals, and fabricate and delivery activities. This calendar shall be the default calendar for the Project unless otherwise specified.
2. 5-Day x 10 -Hour Workweek (with holidays) shall be used for 5 -day 50 -hour workweek activities: Monday through Friday. All holidays and non-work days shall be assigned to this calendar.
3. 6-Day x 10 -Hour Workweek (with holidays) shall be used for 6 -day 60 -hour workweek activities. Monday through Saturday. All holiday and non- work days shall be assigned to this calendar.
4. 7-Day Calendar (no holidays) shall be used for 7-day workweek activities. No non- work days shall be entered into this calendar.
5. Additional Calendars may be assigned depending on need. However, Contractor shall consult with the Engineer before other calendars are entered and/or used in the Project schedule.
b. The workday to calendar day correlation shall be based on a single shift and 5 -day work week with adequate allowance for holidays, adverse weather, and all other special requirements of the Work. Contractor may, at his option, propose alternate baseline calendars to allow a second shift and/or a single shift on Saturdays subject to the concurrence and acceptance of Agency . Under no circumstances will a schedule be accepted which allows regularly scheduled Work on Sundays.
1.21 FLOAT
a. Contractor shall not use float suppression techniques, including preferential sequencing (arranging Critical Path through activities more susceptible to Agency caused delay); lag logic restraints; zero total or free float constraints; extended activity times; or imposing constraint dates other than as required by the Contract. Float suppression will be cause
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for rejection of the preliminary Progress Schedule or full Progress Schedule and its updates.
1.22 MANDATORY MILESTONES
a. The Contract duration shall be equal to the time period between the Notice to Proceed and the completion milestone. The following milestones are mandatory.
1. Project Award Milestone
2. Notice to Proceed Milestone
3. Substantial Completion is [Insert number and type (i.e., Working or Calendar) ] days from Notice to Proceed
4. Completion is [Insert number and type i.e., Working or Calendar] days from Notice to Proceed
b. The following additional milestones are to be considered and incorporated into the Progress Schedule in accordance with the Contract terms, if applicable.
1. Permit constraints
2. Facility shut down or outage milestone requirements
3. Applicable phasing milestones
4. Other milestones deemed appropriate by the Engineer.
PART 2 EXECUTION
2-1.1 Preconstruction Meeting
After, or upon, notification of Contract award, the Engineer will set the time and location for the Preconstruction Meeting. Attendance of the Contractor’s management personnel responsible for the management, administration, and execution of the Project is mandatory for the meeting to be convened. Failure of the Contractor to have the Contractor’s responsible Project personnel attend the Preconstruction Meeting will be grounds for default by Contractor per Supplemental General Provisions Section 6 -7. No separate payment will be made for the Contractor’s attendance at the meeting. The Notice to Proceed will only be issued on or after the completion of the Preconstruction Meeting.
2-1.2 Preparation and Review of the Baseline Construction Schedule The Contractor shall prepare the Baseline Construction Schedule as a CPM Schedule in the precedence diagram method (activity-on-node) format. The Baseline Construction Schedule shall depict a workable plan showing the sequence, duration, and interdependenc e of all activities required to represent the complete performance of all Project Work as well as periods where Work is precluded. The Baseline Construction Schedule shall begin with the projected date of issuance of the Notice to Proceed and conclude with the date of final completion per the Contract duration. The Baseline Construction Schedule shall include detail of a ll Project phasing, staging, and sequencing, including all milestones necessary to define beginning and ending of each phase or stage.
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2-1.2.1 Time-Scaled Network Diagram
As a part of the Baseline Construction Schedule the Contractor shall prepare and submit to the Engineer a complete time -scaled network diagram showing all of the activities, logic relationships, and milestones comprising the schedule.
2-1.2.2 Tabular Listing
As a part of the Baseline Construction Schedule the Contractor shall prepare and submit to the Engineer a tabular listing of all of the activities, showing for each activity the identification number, the description, the duration, the early start, the early finish, the late start, the late finish, the total float, and all predecessor and successor activities for the activity described. 2-1.2.3 Bar Chart
As a part of the Baseline Construction Schedule the Contractor shall prepare and submit to the Engineer a chart showing individual tasks and their durations arranged with the tasks on the vertical axis and duration on the horizontal axis. The bar chart shall use differing texture patterns or distinctive line types to show the Critical Path.
2-1.2.4 Schedule Software
The Contractor shall use commercially available software equal to the Windows 2000 compatible “Suretrak” program by Primavera or “Project” program by Microsoft Corporation to prepare the Baseline Construction Schedule and all updates thereto. The Contracto r shall submit to the Agency a digital file with all network information contained on it , in a format readable by a Microsoft Windows 2000 system. The Agency will use a “Suretrak,” “Project” or equal software program for review of the Contractor’s schedule. Should the Contractor elect to use a scheduling program other than the “Suretrak” prog ram by Primavera or “Project” program by Microsoft Corporation, the Contractor shall provide the Engineer 3 copies of the substituted program that are fully licensed to the Agency and 32 class hours of on -site training by the program publisher for up to 8 Agency staff members. The classes shall be presented on Mondays through Thursdays, inclusive, between the hours of 8:00 a.m. and 5:00 p.m. The on-site training shall be held at 1635 Faraday Avenue, Carlsbad, California. The dates and times of the on -site t raining shall be submitted to the Engineer for approval 5 Working Days before the start of the on- site training.
The on-site training shall be completed prior to the submittal of the first Baseline Construction Schedule.
2-1.2.5 Schedule Activities
Except for submittal activities, activity durations shall not be shorter than 1 Working Day nor longer than 15 Working Days, unless specifically and individually allowed by the Engineer. The Baseline Construction Schedule shall include between 100 and 500 activities, including submittals, interfaces between utility companies and other agencies, Project milestones and equipment and material deliveries. The number of activities will be sufficient, in the judgment of the Engineer, to communicate the Contractor’s plan for Project execution, to accurately describe the Project Work, and to allow monitoring and evaluation of progress and of time impacts. Each
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activity’s description shall accurately define the work planned for the activity and each activity shall have recognizable beginning and end points.
2-1.2.6 Float
Float or slack time within the schedule is available without charge or compensation to whatever party or contingency first exhausts it.
2-1.2.7 Restraints to Activities
Any submittals, utility interfaces, or any furnishing of Agency supplied materials, equipment, or services, which may impact any activity’s construction shall be shown as a restraint to those activities. Time periods to accommodate the review and correctio n of submittals shall be included in the schedule.
2-1.2.8 Late Completion
A Baseline Construction Schedule showing a Project duration longer than the specified Contract duration will not be acceptable and will be grounds for determination of default by Contractor, per Agency Supplemental General Provisions Section 6-4. 2-1.2.9 Early Completion
The Baseline Construction Schedule will show the Contractor’s plan to support and maintain the Project for the entire contractual time span of the Project. Should the Contractor propose a Project duration shorter than Contract duration, a complete Baseline Construction Schedule must be submitted, reflecting the shorter duration, in complete accordance with all schedule requirements of Agency Supplemental General Provisions Section 6-1. The Engineer may choose to accept the Contractor’s proposal of a Project duration shorter than the duration specified; provided the Agency is satisfied the shortened Baseline Construction Schedule is reasonable and the Agency and all other entities, public and private, which interface with the Project are able to support the provisions of the shortened Baseline Construction Schedule. The Agency’s acceptance of a shortened duration Project will be confirmed through the execution of a Contract Change Order revising the Project duration and implementing all contractual requirements including liquidated damages in accordance with the revised duration. 2-1.2.10 Engineer’s Review
The Construction Schedule is subject to the review of the Engineer. The Engineer’s determination that the Baseline Construction Schedule proposed by the Contractor complies with the requirements of these supplemental provisions shall be a condition precedent to issuance of the Notice to Proceed by the Engineer. If the Engineer determines that the Construction Schedule does not meet the requirements of these specifications the Contractor shall correct the Construction Schedule to meet these specifications and resubmit it to the Engineer. Failure of the Contractor to obtain the Engineer’s determination that the initial Construction Schedule proposed by the Contractor complies with the requirements of these supplemental provisions within 30 Working Days after the date of the Preconstruction Meeting shall be grounds for termination of the Contract per Agency Supplemental General Provisions Section 6-4. Days used
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by the Engineer to review the initial Construction Schedule will not be included in the 30 Working Days.
The Engineer will review and return to the Contractor, with any comments, the Baseline Construction Schedule within 15 Working Days of submittal. The Baseline Construction Schedule will be returned marked as per Sections 2-1.2.10.1 through 2-1.2.10.3. 2-1.2.10.1 “Accepted”
The Contractor may proceed with the Project Work upon issuance of the Notice to Proceed, and will receive payment for the schedule in accordance with Section 2-1.8.1. 2-1.2.10.2 “Accepted with Comments”
The Contractor may proceed with the Project Work upon issuance of the Notice to Proceed. The Contractor must resubmit the schedule incorporating the comments prior to receipt of payment per Section 2-1.8.1.
2-1.2.10.3 “Not Accepted”
The Contractor must resubmit the schedule incorporating the corrections and changes of the comments prior to receipt of payment per Section 2 -1.8.1. The Notice to Proceed will not be issued by the Engineer if the changes of the comments are not submitted as required and marked “Accepted” or “Accepted with Comments” by the Engineer. The Contractor, at the sole option of the Engineer, may be considered as having defaulted the Contract under the provisions of Supplemental General Provisions Section 2-7 TERMINATION OF THE CONTRACT FOR DEFAULT if the changes of the comments are not submitted as required and marked “Accepted” by the Engineer.
2-1.3 Preparation of Schedule Updates and Revisions
The Contractor shall meet with the Engineer during the last week of each month to agree upon each activity’s schedule status and shall submit monthly updates of the Baseline Construction Schedule confirming the agreements no later than the fifth Working Day of the following month.
The monthly update will be submitted on hard (paper) copy and electronic media conforming to Section 6 -1.3.3 Electronic Media per the submittal requirements of Section 1.05 (Electronic Progress Schedule Format and Reporting) and will include each item and element of Sections 2 -
1.2 through 2-1.2.9 and 2-1.3.1 through 2-1.3.7.
2-1.3.1 Actual Activity Dates
The actual dates each activity was started and/or completed during the month. After first reporting an actual date, the Contractor shall not change that actual date in later updates without specific notification to the Engineer with the update.
2-1.3.2 Activity Percent Complete
For each activity underway at the end of the month, the Contractor shall report the percentage determined by the Engineer as complete for the activity.
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2-1.3.3 Electronic Media
The schedule data disk shall be a digital file , labeled with the Project name and number, the Contractor’s name and the date of preparation of the schedule data disk. The schedule data disk shall be readable by the software specified in Section 6 -1.2.4 “Schedule Software” and shall be free of file locking, encryption or any other protocol that woul d impede full access of all data stored on it.
2-1.3.4 List of Changes
A list of all changes made to the activities or to the interconnecting logic, with an explanation for each change.
2-1.3.5 Change Orders
Each monthly update will include the addition of the network revisions reflecting the Change Orders approved in the previous month. The network revisions will be as agreed upon during the review and acceptance of the Contractor’s Change Orders. 2-1.3.6 Bar Chart
Each monthly update will include a chart showing individual tasks and their durations arranged with the tasks on the vertical axis and duration on the horizontal axis. The bar chart shall use differing texture patterns or distinctive line types to show the Critical Path. 2-1.4 Engineer’s Review of Updated Construction Schedule The Engineer will review and return the Updated Construction Schedule to the Contractor, with any comments, within 5 Working Days of submittal. The Updated Construction Schedule will be returned marked as per Sections 6 -1.4.1 through 6- 1.4.3. Any Updated Construction Schedule marked “Accepted with Comments” or “Not Accepted” by the Engineer will be returned to the Contractor for correction. Upon resubmittal the Engineer will review and return the resubmitted Updated Construction Schedule to the Contractor, with any comments, within 5 Working Days .
Failure of the Contractor to submit a monthly Updated Construction Schedule will invoke the same consequences as the Engineer returning a monthly Updated Construction Schedule marked “Not Accepted.”
2-1.4.1 “Accepted”
The Contractor may proceed with the Project Work upon issuance of the Notice to Proceed, and will receive payment for the schedule in accordance with Section 2-1.8.1. 2-1.4.2 “Accepted with Comments”
The Contractor may proceed with the Project Work upon issuance of the Notice to Proceed. The Contractor must resubmit the schedule incorporating the comments prior to receipt of payment per Section 2-1.8.1.
2-1.4.3 “Not Accepted”
The Contractor must resubmit the Updated Construction Schedule to the Engineer incorporating the corrections and changes noted in the Engineer’s comments prior to receipt of payment per
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Section 6-1.8.2. The Contractor, at the sole option of the Engineer, may be considered as having defaulted the Contract under the provisions of Agency Supplemental General Provisions Section 6-7 TERMINATION OF THE CONTRACT FOR DEFAULT if the changes of the comments are not submitted and marked “Accepted” by the Engineer before the last day of the month in which the Updated Construction Schedule is due. I f the Contractor fails to submit the corrected Updated Construction Schedule as required the Contractor may elect to proceed with the Project at its own risk. Should the Contractor elect not to proceed with the Project, any resulting delay, impact, or disruption to the Project will be the Contractor’s responsibility. 2-1.5 Late Completion or Milestone Dates
Should the Schedule Update indicate a completion or contractually required milestone date later than the properly adjusted Contract or milestone duration, the Agency may withhold liquidated damages for the number of Calendar D ays late. Should a subsequent “Accepted” Schedule Update remove all or a portion of the delay, all or the allocated portion of the previously held liquidated damages shall be released in the monthly payment to the Contractor immediately following the “Accepted” schedule.
2-1.6 Interim Revisions
Should the actual or projected progress of the Work become substantially different from that depicted in the Project Schedule, independently of and prior to the next monthly update, the Contractor will submit a revised Baseline Construction Schedule, with a list and explanation of each change made to the schedule. The Revised Construction Schedule will be submitted per the submittal requirements of Section 1.05 (Electronic Progress Schedule Format and Reporting) and per the schedule review and acceptance re quirements of Agency Supplemental General Provisions Section 6 -1, including but not limited to the acceptance and payment provisions. As used in this section “substantially different” means a time variance greater than 5 percent of the number of Calendar Days of duration for the Project.
2-1.7 Final Schedule Update
The Contractor shall prepare and submit a Final Schedule Update when 100% of the Construction Work is completed. The Contractor’s Final Schedule Update must accurately represent the actual dates for all activities. The Final Schedule Update shall be prepared and reviewed per Sections 6-
1.3. Preparation of Schedule Updates and Revisions and 6 -1.4 Engineer’s Review of Updated Construction Schedule. Acceptance of the Final Schedule Update is required for completion of the Project and release of any and all funds retained per Section 9-3.2. 2-1.8 Measurement and Payment
N/A. No compensation will be provided for delivering the Construction Schedule.
2.1.8.1 Initial Payment
N/A. No compensation will be provided for delivering the Construction Schedule.
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2-1.8.2 Monthly Updated Construction Schedule Payments
N/A. There will be no additional compensation provided for Monthly Updated Construction Schedules.
2-1.8.3 Concluding Payment
N/A. There will be no compensation provided for the Final Construction Schedule. 2-1.8 Measurement and Payment of Construction Schedule
The Contractor’s preparation, revision and maintenance of the Construction Schedule are incidental to the Work and no separate payment will be made for them.
END OF SECTION
01 41 26 PERMIT REQUIREMENTS Date Printed: January 7, 2026 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, ins pection fees, and Federal, State and local taxes shall be borne by the Contractor and shall be included in prices Bid for Work for which such costs are appurtenant. b. The Contractor shall obtain and pay for all costs incurred for permits necessitated by its operations such as, but not limited to, permits required for sewage bypass pumping or discharge; Night Work; overload; blasting or demolition or for any permit related to the operation of equipment used in such Work.
c. The Contractor shall obtain and pay for all permits for the disposal of all waste or surplus materials removed from the Project. The cost of the permit(s) shall be included in the price for the Bid items requiring the permits and no additional compensation will be allowed for them.
d. The Contractor shall provide a copy of the permit or license to the Agency prior to performing the Work requiring the permit or license.
e. Contractor shall pay for all fees applicable to Contractor’s operations. f. Contractor shall not begin Work until all permits applicable to the Work are obtained.
Permits shall be maintained in valid status until acceptance of the Work by the Agency. g. The Contractor shall pay all business taxes or license fees that are required for the Work.
1. To the extent that there is a change in the type or cost of any permits, fees, licenses, or inspections after Contract award, there shall be an equitable adjustment in the Contract Price on account of such change under the Extra Work provisions.
2. The Contractor shall comply with and give notices required by A pplicable Laws.
The Contractor is not entitled to damages or additional payment for delays attributable to the acquisition of permits.
3. The Contractor shall pay the Agency for regulatory fees, fines, or penalties imposed on the Agency arising from the Contractor’s failure to complete the Work in accordance with the Contract Documents.
h. The Contractor shall obtain, pay for, and comply with required permits, licenses, work permits, and authorizations from appropriate agencies, including the following:
1. Licenses
i. Before submitting Bids, Contractors shall be licensed in accordance with provisions of Chapter 9, Division 3, of the Business and Professions Code.
01 41 26 PERMIT REQUIREMENTS Date Printed: January 7, 2026 Document Version: 1.0 Current Update: May 2023
ii. City of Carlsbad Business License.
2. State and Federal permits:
i. Excavation and Dirt Moving Permit from Cal/OSHA
ii. Safety permit from California Division of Industrial Safety iii. NPDES General Permit for Storm Water Discharges Associated with Construction and Land Disturbance Activities (LUP Type 2) iv. NPDES Permit for discharge of hydrostatic test water and potable water
3. Resource Agency Permits:
i. California Coastal Commission permit number.
ii. California Department of Fish and Game permit number. iii. California Water Quality Control Board permit number. iv. United States Army Corps of Engineers permit number. v. United States Fish and Wildlife Service permit number.
4. Other permits:
i. City Haul Route Permit
ii. Traffic Control Plan Permit
iii. Grading Permit
iv. Right of Way Permit
v. Oversize Load Permit
vi. Blasting Permit
vii. Written authorization from private property owners for property utilized for staging
i. The Agency will obtain for the Contractor, the following:
1. CEQA Notice of Exemption
2. NEPA documents
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.
1.03 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.
1.04 RAILROAD
a. The Contractor shall cooperate with NCTD, the BNSF and AMTRAK (collectively “Railroad”). It is understood the Railroad shall have absolute authority and right to cause the Contractor’s Work on the Railroad Property to cease. b. It shall be the responsibility of the Contractor to obtain a “Right of Entry” Permit from the NCTD Board, prior to the commencement of any Work. A sample permit is included with this specification. All fees and costs associated with obtaining and complying with the
01 41 26 PERMIT REQUIREMENTS Date Printed: January 7, 2026 Document Version: 1.0 Current Update: May 2023
terms of this permit, including but not limited to engineering review, submittal review, railway flaggers and construction inspection, shall be the responsibility of the Contractor, and no other payment will be allowed, except as specified in the Contract. c. All fees and costs associated with obtaining and complying with the terms of the Right of Entry permit shall be the responsibility of the Contractor. Contractor shall be required to make deposits as required to NCTD. The deposit to NCTD will be required prior to the issuance of the Right of Entry permit. Any portion of the deposit remaining after acceptance of the Contract by the Agency will be returned to the Contractor. Payment to the Contractor for all costs associated with obtaining and complying with the Right of Entry permit shall be considered as included in various items of Work and no additional compensation will be allowed for the permit. The Contractor after receipt of the Right of Entry Permit approved by the NCTD Board shall furnish the Engineer with 2 copies of the executed Right of Entry permit.
d. The Contractor shall notify NCTD in writing at least 10 W orking Days prior to commencement of Work on Railroad Right of Way at: North County Transit District, 810 Mission Avenue, Oceanside, CA 92504, Phone: (760) 966-6504; Fax: (760) 754-9403. e. The details of construction, including proposed method of setup to perform the Work shall be submitted to the R ailroad for approval and shall not be undertaken without approval and shall not be undertaken until approval by the Railroad is given. f. All persons entering into the Railroad right of way will be required to attend a preconstruction Railroad Safety Training course conducted by NCTD. No additional compensation to Contractor will be allowed for attendance at a Railroad Safety Training course.
g. Railway Flaggers will not be required on this Project. Note that the presence of equipment, materials, or labor force will not be allowed within 25 feet of the centerline of any track without the presence of Railway Flaggers. The Contractor shall be responsible for coordination with NCTD to schedule Railway Flaggers. Costs for Railway Flaggers shall be the responsibility of the Contractor and subtracted from the deposit made to NCTD.
The Contractor shall verify the cost for Railway Flaggers and include such costs in the Bid.
1.05 STORMWATER POLLUTION PREVENTION PLAN (SWPPP)/ GENERAL PERMIT This project is anticipated to be a TIER 1 SWPPP Risk Level.
A. Water Pollution Prevention. The Contractor shall plan for and implement temporary construction BMPs to mitigate the water quality impacts of land disturbance and non- storm water discharges related to construction activities in accordance the Agency’s current Municipal Stormwater Permit and Carlsbad Municipal Code Chapter 15.12. BMPs are the schedules of activities, prohibitions of practices, maintenance procedures and other management practices employed during construction activities to prevent or reduce pollution of bodies of water protected by the federal Clean Water Act (33 U.S.C. § 1251 et seq. ) and the state Porter -Cologne Water Quality Control Act (Water Code , § 13000 et seq.), which include oceans, lagoons, lakes, streams and other sensitive water
01 41 26 PERMIT REQUIREMENTS Date Printed: January 7, 2026 Document Version: 1.0 Current Update: May 2023
bodies and water courses. Construction BMPs also include physical devices and structural construction control measures designed to prevent soil erosion from occurring on the Work Site, or that are designed to prevent sediment from leaving the Work S ite, both of which are referred to hereafter as “Water Pollution .” BMPs are also intended to protect the health, safety and welfare of the public and to prevent damage to adjoining public and private property resulting from construction activities.
B. Pollution prevention practices and the minimum BMPs are required during all 12 months of the year. BMPs and other erosion control practices must be implemented as the most important “first line of defense .” The Agency has adopted the CASQA ‘Stormwater Best Management Practices Handbook: Construction ,’ latest edition, as its preferred source for adopting construction BMPs. All BMPs must correspond to the BMP Fact Sheets included in the CASQA Construction Handbook. With the approval of the Engineer, or designee, the Agency may accept comparable BMPs fro m reputable alternative sources.
As used in this section, “Engineer” shall have the same meaning as “Construction Manager.”
C. The Contractor shall utilize the Agency’s Tier 1 or Tier 2 SWPPP templates and include all applicable elements provided in the template. The SWPPP templates are available on the Agency’s website:
https://library.carlsbadca.gov/home/showpublisheddocument/20242/63878406902863 0000. Tier 1 and Tier 2 SWPPP templates include standard storm water prevention construction notes, a Project information block, a Storm Water Compliance Statement, Agency approval block and a BMP Checklist Table. The BMP Checklist Table is intended to help the Contractor select appropriate BMPs best suited to the P roject and the Work.
Additionally, the SWPPP shall include a S ite plan showing the proposed P roject Site and depicting the areas of proposed construction and proposed locations of construction BMPs. The Tier 1 and Tier 2 SWPPP plans shall be submitted as additional sheets to the construction plan set.
D. The Engineer may require Contractor to adopt additional BMPs if the Engineer determines the selected BMP(s) are ineffective or incapable of preventing Water Pollution from escaping the Work site. Tier 1 and Tier 2 SWPPPs must be combined with proper and timely installation of the BMPs, thorough and frequent inspections, maintenance, and documentation. The Contractor shall ensure that the selected BMPs are appropriately incorporated into the Site design and, if required by the Engineer, must employ a qualified professional to ensure proper installation and maintenance of the BMPs.
E. The Engineer may suspend the Work, consistent with Supplemental General Provisions Section 6 -6, at the Contractor’s cost, that create Water Pollution or otherwise violate water quality standards required by the federal Clean Water Act (33 U.S.C. § 1251 et seq.) and the state Porter-Cologne Water Quality Control Act (Water Code , § 13000 et seq.) if the Engineer determines that the Contractor has failed to satisfy all requirements of this section. If the Contractor violates any provisions of this subsection, or if Water Pollution occurs in the Work S ite for any reason, the Contractor shall immediately notify the Engineer.
01 41 26 PERMIT REQUIREMENTS Date Printed: January 7, 2026 Document Version: 1.0 Current Update: May 2023
F. The Contractor shall immediately notify the Agency if there is a non-stormwater discharge to the storm drain conveyance system resulting from the Work or P roject-related activities. In addition, the Contractor shall, within 24 hours, submit a written report to the Engineer describing the incident and corrective actions taken. If for any reason the Engineer detects Water Pollution, before notification by the Contra ctor, this written report shall also include an explanation of why the Contractor had not timely notified the Engineer.
G. Implementation Costs. Preparation, implementation and management of Water Pollution prevention activities are incidental to the items of Work and Agency shall not make additional payment to Contractor for these costs.
PROJECTS GREATER THAN ONE ACRE (TIER 3) – Not Maintenance Only Projects Section Not Applicable.
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 n ot 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 for use in preparing the Project SWPPP for approval by the Agency. See
https://library.carlsbadca.gov/home/showpublisheddocument/20242/638784069028630000.
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 Calendar 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 Engineer, the Contractor shall revise and resubmit the SWPPP within 15 Calendar Days of receipt of the Engineer’s comments and shall allow 5 Calendar 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
01 41 26 PERMIT REQUIREMENTS Date Printed: January 7, 2026 Document Version: 1.0 Current Update: May 2023
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 Engin eer 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 C ontractor'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 no t shown in the initially accepted SWPPP, which are required on the P roject 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
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
01 41 26 PERMIT REQUIREMENTS Date Printed: January 7, 2026 Document Version: 1.0 Current Update: May 2023
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. I f the Contractor violates any provisions of t his subsection, or if Water Pollution occurs in the Work Site for any reason, the Contractor shall immediately notify the Engineer.
The Contractor s hall 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.
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
01 41 26 PERMIT REQUIREMENTS Date Printed: January 7, 2026 Document Version: 1.0 Current Update: May 2023
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. No other permits are Expected.
PART 2 PRODUCTS (NOT USED)
PART 3 EXECUTION (NOT USED)
END OF SECTION
01 50 00 TEMPORARY FACILITIES AND CONTROLS Date Printed: January 7, 2026 Document Version: 1.0 Current Update: May 2023
01 50 00 TEMPORARY FACILITIES AND CONTROLS
PART 1 GENERAL
1.01 PAYMENT
a. Payment for Field Office will not be provided for this project.
1.02 FIELD OFFICE
a. Not Applicable. No Field Office/Remote office will be funded for this project.
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.
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. 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 XXX building, 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.
d. 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. e. 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.
f. 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.
g. These provisions shall not be construed as a guarantee by Agency of the uninterrupted continuation of power, and interruptions beyond the control of Agency shall not be reason for claims for additional costs nor for extensions of time. Contractor shall provide,
01 50 00 TEMPORARY FACILITIES AND CONTROLS Date Printed: January 7, 2026 Document Version: 1.0 Current Update: May 2023
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. Contractor shall enforce the use of such sanitary facilities by all personnel at the Site.
1.06 VOICE AND DATA SERVICES
a. Not Applicable
1.07 CONSTRUCTION AIDS
a. Contractor shall furnish, install, maintain, and operate all construction aids required by it and its Subcontractors in the performance of the Work, except as otherwise provided in the Contract.
b. Contractor under Contract shall provide construction aids necessary for the performance of Work by other Contractors on the Project. Such construction aids shall be suitable for conditions encountered and shall include:
1. Elevators and hoists
2. Cranes
3. Temporary enclosures
4. Swing staging
5. Scaffolding
6. Temporary stairs
c. Construction aids shall be furnished without charge to the other Contractors, and all necessary erection, maintenance, and operating personnel shall be included. In the event of conflict, the Contractor furnishing the equipment shall determine priorities in the best interest of the Project.
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.
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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 nec essary on shoulders.
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 vic inity 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, 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.
1.09 BARRICADES AND LIGHTS
a. All streets, roads, highways, and other public thoroughfares which are closed to traffic shall be protected by effective barricades on which shall be placed acceptable warning signs. Barricades shall be located at the nearest intersecting public highway o r street on each side of the blocked section.
b. All open trenches and other excavations shall have suitable barricades, signs, and lights to provide adequate protection to the public. Obstructions, such as material piles and equipment, shall be provided with similar warning signs and lights. c. All barricades and obstructions shall be illuminated with warning lights from sunset to sunrise. Material storage and conduct of the Work on or alongside public streets and highways shall cause the minimum obstruction and inconvenience to the traveling public. d. All barricades, signs, lights, and other protective devices shall be installed and maintained in conformity with applicable statutory requirements and, where within railroad and highway rights-of-way, as required by the authority having jurisdiction thereover.
1.10 FENCES
a. All existing fences affected by the Work shall be maintained by Contractor until completion of the Work. Fences which interfere with construction operations shall not be relocated or dismantled until written permission is obtained from the owner of the fence,
01 50 00 TEMPORARY FACILITIES AND CONTROLS Date Printed: January 7, 2026 Document Version: 1.0 Current Update: May 2023
and the period the fence may be left relocated or dismantled has been agreed upon.
Where fences must be maintained across the construction easement, adequate gates shall be installed. Gates shall be kept closed and locked at all times when not in use. b. On completion of the Work across any tract of land, Contractor shall restore all fences to their original or to a better condition and to their original locations.
1.11 PROTECTION OF PUBLIC AND PRIVATE PROPERTY
a. Contractor shall protect, shore, brace, support, and maintain all underground pipes, conduits, drains, and other underground construction uncovered or otherwise affected by its construction operations. All pavement, surfacing, driveways, curbs, walks, buildings, utility poles, guy wires, fences, and other surface structures affected by construction operations, together with all sod and shrubs in yards, parkways, and medians, shall be restored to their original condition, whether within or outside the 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 in yards and parking lots when on or near the line of trench. Hand excavation shall be employed as 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.
Contractor shall protect all existing structures and property from damage and shall provide bracing, shoring, or other work necessary for such protection.
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
01 50 00 TEMPORARY FACILITIES AND CONTROLS Date Printed: January 7, 2026 Document Version: 1.0 Current Update: May 2023
unnecessarily removed unless their removal is indicated on the Drawings. All trees and plants not removed shall be protected against injury from construction operations. b. Trees considered by Engineer to have any significant effect on construction operations are indicated on the Drawings and those which are to be preserved are so indicated. c. Contractor shall take extra measures to protect trees designated to be preserved, such as erecting barricades, trimming to prevent damage from construction equipment, and installing pipe and other Work by means of hand excavation or tunneling methods. Such trees shall not be endangered by stockpiling excavated material or storing equipment against their trunks.
d. When injuring or removal of trees designated to be preserved cannot be avoided, or when removal and replacement is indicated on the Drawings, each tree injured beyond repair or removed shall be replaced with a similar tree of the nearest size possible. e. All trimming, repair, and replacement of trees and plants shall be performed by qualified nursery workers or horticulturists.
1.14 SECURITY
a. Contractor shall be responsible for protection of the Site, and all Work, materials, equipment, and existing facilities thereon, against vandals and other unauthorized persons.
b. No claim shall be made against Agency by reason of any act of an employee or trespasser, and Contractor shall make good all damage to Agency’s property resulting from Contractor's failure to provide security measures as specified. c. Security measures shall be at least equal to those usually provided by Agency’s to protect Agency’s existing facilities during normal operation, but shall also include such additional security fencing, barricades, lighting, watchman services, and other measures as required to protect the Site.
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, 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 -
01 50 00 TEMPORARY FACILITIES AND CONTROLS Date Printed: January 7, 2026 Document Version: 1.0 Current Update: May 2023
muffling devices, and operated in a manner to cause the least noise consistent with efficient performance of the Work.
b. During construction activities on or adjacent to occupied buildings, and when appropriate, Contractor shall erect screens or barriers effective in reducing noise in the building and shall conduct its operations to avoid unnecessary noise which might interfere with the activities of building occupants.
1.18 DUST CONTROL
a. Contractor shall take reasonable measures to prevent unnecessary dust. Earth surfaces subject to dusting shall be kept moist with water or by application of a chemical dust suppressant. When practicable, dusty materials in piles or in transit shall be cove red to prevent blowing dust.
b. Buildings or operating facilities which may be affected adversely by dust shall be adequately protected from dust. Existing or new machinery, motors, instrument panels, or similar equipment shall be protected by suitable dust screens. Proper ventilation shall be included with dust screens.
1.19 TEMPORARY DRAINAGE PROVISIONS
a. Contractor shall provide for the drainage of storm water and such water as may be applied or discharged on the Site in performance of the Work. Drainage facilities shall be adequate to prevent damage to the Work, the Site, and adjacent property. b. Existing drainage channels and conduits shall be cleaned, enlarged, or supplemented as necessary to carry all increased runoff attributable to Contractor's operations. Dikes shall be constructed as necessary to divert increased runoff from entering adjacent property (except in natural channels), to protect Agency’s facilities and the Work, and to direct water to drainage channels or conduits. Ponding shall be provided as necessary to prevent downstream flooding.
1.20 EROSION CONTROL
a. Contractor shall prevent erosion of soil on the Site and adjacent property resulting from its construction activities. Effective measures shall be initiated prior to the commencement of clearing, grading, excavation, or other operation that will disturb the natural protection.
b. Work shall be scheduled to expose areas subject to erosion for the shortest possible time, and natural vegetation shall be preserved to the greatest extent practicable. Temporary storage and construction buildings shall be located, and construction traffic routed, to minimize erosion. Temporary fast-growing vegetation or other suitable ground cover shall be provided as necessary to control runoff.
1.21 POLLUTION CONTROL
a. Contractor shall prevent the pollution of drains and watercourses by sanitary wastes, sediment, debris, and other substances resulting from construction activities. No sanitary wastes shall be permitted to enter any drain or watercourse other than sanitary sewers.
01 50 00 TEMPORARY FACILITIES AND CONTROLS Date Printed: January 7, 2026 Document Version: 1.0 Current Update: May 2023
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. Not Applicable. Contact City Project Manager if pests are encountered.
1.23 RODENT CONTROL
a. Not Applicable. Contact City Project Manager if rodents are encountered.
PART 2 PRODUCTS (NOT USED)
PART 3 EXECUTION (NOT USED)
END OF SECTION