100%_MAPS_Rehabilitation_Project_Specifications.pdf

0012685.00 MAPS Rehabilitation

Issue Date: June 2026 City of Santa Monica, CA

PROJECT TITLE PAGE

WOODARD & CURRAN 00 01 01-1

SECTION 00 01 01

PROJECT TITLE PAGE

1.01 PROJECT MANUAL VOLUME: Released for Construction

A. Moss Avenue Pump Station Rehabilitation Project

B. City of Santa Monica

C. Santa Monica, California

D. Owner Project No. SP2767

E. Owner Drawing No. 7176

F. Woodard & Curran

G. 515 Flower Street | 18th Floor

H. Los Angeles, CA 90071

I. Phone: 800.426.4262

J. Website: www.woodardcurran.com

K. Issued: 05/14/2026

END OF SECTION

June 2026

PROJECT TITLE PAGE

WOODARD & CURRAN 00 01 01-2

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SEALS PAGE

WOODARD & CURRAN 00 01 07-1

SECTION 00 01 07

SEALS PAGE

1.01 DESIGN PROFESSIONALS OF RECORD

A. Civil Engineer

1. David Moering, PE

2. No. C83242

3. Responsible for Sheets 1-5 and 18-23 of the Project Plans.

B. Structural Engineer

1. Caleb Brown, PE

2. No. S92461

3. Responsible for Sheets 6-17 of the

Project Plans.

C. Electrical Engineer

1. Andrew Fitzpatrick, PE

2. No. E20004

3. Responsible for Sheets 24-33 of the

D. Instrumentation and Controls Engineer

1. John Trinward, Jr., PE

2. No. C7561

3. Responsible for Sheets 34-70 of the

John Greenleaf Trinward, Jr

Digitally signed by John Greenleaf Trinward, Jr

DN: C=US,

E=jtrinward@woodardcurran.com, O=Woodard & Curran, CN="John Greenleaf Trinward, Jr" Date: 2026.05.15 08:49:29-04'00'

Digitally signed by Andrew J.

Fitzpatrick Location: Bangor, ME Reason: I agree to the terms defined by the placement of my signature on this document Contact Info: 800.426.4262 Date: 2026.05.15 09:47:34-04'00'

Caleb S. Brown

Digitally signed by Caleb S.

Brown DN: CN=Caleb S. Brown, OU=WCTestUsers, OU=WCUsers, DC=woodardcurran, DC=net Date: 2026.05.14 15:39:44-06'00'

David Moering

Digitally signed by David Moering DN: CN=David Moering, OU=WCTestUsers, OU=WCUsers, DC=woodardcurran, DC=net Date: 2026.05.14 14:44:02-07'00'

SEALS PAGE

WOODARD & CURRAN 00 01 07-2

TABLE OF CONTENTS

WOODARD & CURRAN 00 01 10-1

SECTION 00 01 10

SPECIFICATIONS, APPENDICES, AND DRAWINGS

SPECIFICATIONS

DIVISION 01 – GENERAL REQUIREMENTS

01 00 00 General Requirements

01 10 00 Summary of Work

01 10 00A Sequence of Work Requirements

01 21 00 Allowances

01 22 00 Unit Prices

01 33 00 Submittal Procedures

01 55 26 Traffic Control

01 60 00 Product Requirements

01 70 00 Execution and Closeout Requirements

01 71 13 Mobilization

DIVISION 02 – EXISTING CONDITIONS

02 41 00 Demolition

02 41 14 Selective Site Demolition and Restoration

DIVISION 03 – CONCRETE

03 01 05 Concrete Repair

03 11 00 Concrete Forming

03 16 00 Concrete Specialties

03 20 00 Concrete Reinforcing

03 30 00 Cast-In-Place Concrete

03 30 20 Cast-In-Place Concrete Placing, Curing, and Finishing

03 63 00 Injection Grouting – Crack Repair

DIVISION 05 – METALS

05 50 00 Metal Fabrications

DIVISION 07 – THERMAL AND MOISTURE PROTECTION

07 92 00 Joint Sealants

DIVISION 08 – OPENINGS

08 11 00 Metal Doors and Frames

08 71 00 Door Hardware

DIVISION 09 – FINISHES

09 90 00 Painting and Coating

09 96 12 Secondary Containment Coating System

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DIVISION 13 – SPECIAL CONSTRUCTION

13 22 10 Container Buildings

13 48 50 Seismic Restraint Requirements for Non-Structural Components

DIVISION 21 – FIRE SUPPRESSION

21 13 00 Wet Pipe Sprinkler System – Fire Protection

DIVISION 23 – HEATING, VENTILATION, AND AIR CONDITIONING

23 35 16 Engine Exhaust Systems

DIVISION 26 – ELECTRICAL

26 05 00 Common Work Results for Electrical

26 05 00A Conduit and Cable Schedule

26 05 19 Low-Voltage Electrical Power Conductors and Cables

26 05 26 Grounding and Bonding for Electrical Systems

26 05 33 Raceways and Boxes for Electrical Systems

26 05 36 Cable Trays for Electrical Systems

26 05 43 Underground Ducts and Raceways for Electrical Systems

26 05 73 Electrical Study

26 08 00 Commissioning of Electrical Systems

26 22 00 Low-Voltage Transformers

26 24 13 Switchboards

26 24 16 Panelboards

26 24 19 Motor-Control Centers

26 25 13 Low-Voltage Busway

26 29 23 Variable-Frequency Motor Controllers

26 33 53 Static Uninterruptible Power Supply

26 35 26 Active Harmonic Correction Unit

26 36 00 Automatic Transfer Switches

26 43 00 Surge Protective Devices

DIVISION 27 – COMMUNICATIONS

27 00 00 Communications

DIVISION 28 – ELECTRONIC SAFETY AND SECURITY

28 31 00 Fire Alarm and Detection System

DIVISION 31 – EARTHWORK

31 00 00 Earthwork

31 11 00 Clearing and Grubbing

31 13 00 Tree and Shrub Removal and Trimming

31 23 00 Excavation and Fill

DIVISION 33 – UTILITIES

33 05 63 Concrete Vaults and Chambers

WOODARD & CURRAN 00 01 10-3

DIVISION 40 – PROCESS INTEGRATION

40 00 00 Basic Process Materials and Methods

40 05 13 Process Pipe and Fittings

40 05 23 Process Valves

40 61 01 Instrumentation and Controls General Requirements

40 62 70 SCADA Computers and Software

40 63 43 Programmable Logic Controllers

40 67 00 Control System Equipment Panels and Racks

40 70 00 Instrumentation for Process Systems

40 81 00 System Integrator Qualifications and Summary of Work

40 81 35 SCADA System Programming

40 81 40 SCADA System Reporting

40 81 50 SCADA System Factory Testing

40 81 51 SCADA System Checkout and Startup

DIVISION 43 – PROCESS GAS AND LIQUID HANDLING AND STORAGE EQUIPMENT

43 28 00 Custom Engine-Driven Solids Handling Pump

43 41 13 Welded Steel Diesel Storage Tank

APPENDICES

Appendix A Procedures and Requirements for Temporary Traffic Control

Appendix B MAPS Record Drawings

Appendix C Geotechnical Evaluation Report

Appendix D Potholing Test Hole Data Summary

Appendix E EA SCADA Integration Scope and Fee

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WOODARD & CURRAN 00 01 10-5

DRAWING

NUMBER

DRAWING NAME

GENERAL

G-000 COVER SHEET

G-001 GENERAL NOTES

CIVIL

C-101 EXISTING SITE PLAN

C-102 PROPOSED SITE PLAN

C-103 GRADING PLAN

STRUCTURAL

S-001 STRUCTURAL ABBREVIATIONS & GENERAL NOTES

S-002 STRUCTURAL REPAIR NOTES, SCHEDULE & DETAILS

S-003 SPECIAL INSPECTIONS

S-101 STRUCUTRAL LOWER LEVEL PLAN

S-102 STRUCTURAL UPPER LEVEL PLAN

S-103 PUMP STATION GROUND LEVEL SLAB PLAN

S-104 CONTROL ROOM PLAN, ELEVATIONS, AND NOTES

S-105 ELECTRICAL ROOM HATCH REPLACEMENT PLANS

S-301 STRUCTURAL SECTIONS 1

S-302 STRUCTURAL SECTIONS 2

S-901 STRUCTURAL DETAILS

S-902 RAILING, LADDER, & CONCRETE DETAILS

MECHANICAL

M-001 MECHANICAL NOTES, LEGEND, AND ABBREVIATIONS

M-101 LOWER FLOOR – MECHANICAL PLAN

M-102 MECHANICAL SECTION A

M-103 MECHANICAL SECTION B

M-104 FUEL PIPE ROUTING AID

M-901 MECHANCICAL DETAILS

ELECTRICAL

E-001 LEGENDS, ABBREVIATIONS, AND GENERAL NOTES

ES-011 SITE DEMOLITION, POWER, CONTROLS, AND GROUNDING PLANS

ED-051 DEMOLITION ONE-LINE DIAGRAM

E-051 ONE-LINE DIAGRAM SHEET 1

E-052 ONE-LINE DIAGRAM SHEET 2

ED-101

PUMP STATION DEMOLITION PLANS, PANEL SCHEDULE, AND WIRING

DIAGRAM

E-101

PUMP STATION PLANS, SECTION, PANEL SCHEDULE, AND WIRING

DIAGRAM

E-701 SUPPLY AND EXHAUST FAN WIRING DIAGRAMS

E-901 DETAILS – SHEET 1

E-902 DETAILS – SHEET 2

INSTRUMENTATION

I-001 INSTRUMENTATION LEGEND & NOTES

I-002 EXISTING NETWORK ARCHITECTURE

I-003 PROPOSED NETWORK ARCHITECTURE

I-101 MAPS SCADA PANEL CP-1 BILL OF MATERIALS

I-102 MAPS SCADA PANEL CP-1 EQUIPMENT LAYOUT

I-103 MAPS SCADA PANEL CP-1 TERMINAL BLOCK LAYOUT (1 OF 2)

I-104 MAPS SCADA PANEL CP-1 TERMINAL BLOCK LAYOUT (2 OF 2)

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DRAWING

NUMBER

DRAWING NAME

I-105 MAPS SCADA PANEL CP-1 POWER DISTRIBUTION (1 OF 3)

I-106 MAPS SCADA PANEL CP-1 POWER DISTRIBUTION (2 OF 3)

I-107 MAPS SCADA PANEL CP-1 POWER DISTRIBUTION (3 OF 3)

I-108 MAPS SCADA PANEL CP-1 COMMUNICATIONS

I-109 MAPS SCADA PANEL CP-1 PLC DIGITAL INPUTS (1 OF 3)

I-110 MAPS SCADA PANEL CP-1 PLC DIGITAL INPUTS (2 OF 3)

I-111 MAPS SCADA PANEL CP-1 PLC DIGITAL INPUTS 3 OF 3)

I-112 MAPS SCADA PANEL CP-1 PLC DIGITAL OUTPUTS

I-113 MAPS SCADA PANEL CP-1 PLC SPARE SLOT 6

I-114 MAPS SCADA PANEL CP-1 PLC ANALOG INPUTS

I-115 MAPS SCADA PANEL CP-1 PLC ANALOG OUTPUTS

I-116

MAPS INTRINSIC BARRIER PANEL COMPONENT LAYOUT & WIRING

DIAGRAM

I-117

MAPS CP-1 & EP-160 WET WELL LEVEL CONTROL RELAY WIRING

DIAGRAMS

I-201 LCP-100 SCADA PANEL BILL OF MATERIALS

I-202 LCP-100 SCADA PANEL EQUIPMENT LAYOUT

I-203 LCP-100 SCADA PANEL TERMINAL BLOCK LAYOUT (1 OF 3)

I-204 LCP-100 SCADA PANEL TERMINAL BLOCK LAYOUT (2 OF 3)

I-205 LCP-100 SCADA PANEL TERMINAL BLOCK LAYOUT (3 OF 3)

I-206 LCP-100 SCADA PANEL POWER DISTRIBUTION (SHEET 1 OF 2)

I-207 LCP-100 SCADA PANEL POWER DISTRIBUTION (SHEET 2 OF 2)

I-208 LCP-100 SCADA PANEL COMMUNICATIONS

I-209 LCP-100 SCADA PANEL PLC ANALOG INPUTS (SHEET 1 OF 2)

I-210 LCP-100 SCADA PANEL PLC ANALOG INPUTS (SHEET 2 OF 2)

I-211 LCP-100 SCADA PANEL PLC ANALOG OUTPUTS

I-212 LCP-100 SCADA PANEL PLC DIGITAL INPUTS (SHEET 1 OF 4)

I-213 LCP-100 SCADA PANEL PLC DIGITAL INPUTS (SHEET 2 OF 4)

I-214 LCP-100 SCADA PANEL PLC DIGITAL INPUTS (SHEET 3 OF 4)

I-215 LCP-100 SCADA PANEL PLC DIGITAL INPUTS (SHEET 4 OF 4)

I-217 LCP-100 SCADA PANEL PLC DIGITAL OUTPUTS

GENERAL REQUIRMENTS

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SECTION 01 00 00

GENERAL REQUIREMENTS

PART 1 – ADDITIONS TO THE GENERAL CONDITIONS:

1.01 SUMMARY OF WORK

A. The project shall be constructed per the approved plans and specifications.

B. Project Location:

1. Appian Way between Colorado Avenue and Seaside Terrace.

2. Owner: City of Santa Monica, 1685 Main Street, Santa Monica, CA 90401

3. Engineer: Woodard & Curran

4. Construction Manager: The City of Santa Monica

C. The Contractor’s operations shall cause no unnecessary inconvenience to facilities and establishments. The access rights of the public shall be considered at all times, unless otherwise authorized. Delivery vehicles shall be permitted to pass through the Work. Access to these facilities shall be continuous and unobstructed.

D. Safe and adequate pedestrian and vehicular access shall be provided and maintained to: fire hydrants; commercial establishments; and parking lots. Work shall be limited to impact only one drive aisle at all times. Traffic circulation must be maintained at all times.

E. Safe and adequate pedestrian zones as well as pedestrian crossings of the Work area shall be maintained unless otherwise approved by the Engineer.

F. The Contractor shall cooperate with the various parties involved in the delivery of mail and the collection and removal of trash and garbage to maintain existing schedules for these services.

1.02 COMMENCEMENT OF THE WORK

A. The City’s working hours are as follows:

Monday through Friday 8:00 AM to 6:00 PM

Saturdays (if approved by the Construction Manager) 9:00 AM to 5:00 PM

B. No construction work shall be allowed during the major holidays. All field operations shall be halted and all staging areas shall be restored to normal traffic and pedestrian use.

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C. City Holiday Schedule:

New Years Day, Martin Luther King Day, Presidents Day, Cesar Chavez Day, Memorial Day, Juneteenth, Independence Day, Labor Day, Veteran’s Day, Thanksgiving, Friday after Thanksgiving, Christmas Day

D. All work hours to comply with Santa Monica Municipal Code Section 4.12, and the

Excessive Noise Ordinance SMMC 4.12.110.

1.03 LIQUIDATED DAMAGES

A. Refer to Construction Contract and General Conditions

1.04 PARKING

A. The City of Santa Monica does not provide for parking for Contractors and their employees outside of the construction work area limits. All associated costs and difficulties of parking off site are the responsibility of the contractor and shall be included in the bid price.

1.05 OPERATIONS IN PUBLIC RIGHT-OF-WAY

A. Work in public right-of-way shall be done in accordance with the requirements of the Approved Plans, Standard Specifications and local City ordinances.

1.06 STORMWATER POLLUTION PREVENTION PLAN (SWPPP) REQUIREMENTS

A. The Contractor shall abide by the conditions of the Regional Water Quality Control

Board, and General Construction Activity Storm Water Permit.

B. Refer to GENERAL CONDITION Articles 3.24 for additional requirements.

1.07 ORDER OF PRECEDENCE

A. Refer to GENERAL CONDITIONS Article 1.4, Interpretations of Contract

Documents.

1.08 EXAMINATION OF APPROVED PLANS, SPECIFICATIONS, AND SITE

A. The Contractor shall carefully examine the site and conditions of the proposed work, the Approved Drawings, the Specifications, and all other pertinent documents prior to the proposal bid date. Contractor shall be satisfied as to the character, quality and quantities of work to be furnished, and as to the requirements of the Approved Plans and these Standard Specifications. Project site shall be visited physically by the Contractor and the field conditions evaluated prior to the bid date with the intent of providing a qualified bid proposal. The City will not be liable for any loss sustained by the Contractor as a result of any variance between

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conditions as shown on the Approved Plans and the actual conditions revealed during the progress of the work or otherwise.

B. Refer to GENERAL CONDITIONS Article 3.1.

1.09 QUALITY OF WORK AND MATERIALS

A. The work shall be performed in a thorough, worker-like manner in accordance with the Approved Plans and these Standard Specifications. All work shall conform to the lines and grades shown on said plans.

B. At least one member of the Contractor’s workforce who is thoroughly familiar with the specified requirements of work and who is completely trained and experienced in the construction skills necessary for satisfactory completion of the work shall be present at the site, directing the work, at all times.

C. Adequate number of skilled workers and sufficient and appropriate equipment shall be present at the site prior to commencing daily construction operations.

D. The Engineer may inform the Contractor if any person in the employ of the

Contractor fails to or refuses to comply with the requirements of these

Specifications, or appears to the Engineer to be incompetent or unfit, or acts in a disorderly, improper or unsafe manner. It shall be the Contractor’s responsibility to dismiss any such person from the work site or take any other action deemed appropriate by the Contractor.

E. All equipment, materials, and supplies to be incorporated in the work shall be new.

All equipment, material and supplies shall be produced in a good and worker-like manner. Materials to be used within the scope of work on the project shall be those listed on the approved Plans or these Standard Specifications. When the quality of a material, process, or article is not specifically set forth in the approved Plans or these Standard Specifications, the best available quality of the material, process, or article shall be provided as determined by the City Engineer.

F. Refer to GENERAL CONDITIONS Article 3.2, 3.3 and 3.5

1.10 MATERIALS

A. All materials shall be new and unused, of the quality defined in these Standard

Specifications, and approved by the City Engineer. All materials to be used within a specific project and intended for equivalent uses shall be identical as to manufacturer and model number. Materials not identical as to manufacturer and model number to those approved by the City Engineer, materials that are damaged, or materials that are otherwise unacceptable to the City Engineer shall be rejected and immediately removed from the job site.

1. All materials shall be of the makes and models tested and approved for use.

It is the Contractor’s responsibility to verify that materials received for the

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job conform to the approved Plans or these Standard Specifications.

Products may be disqualified at any time if the quality of the product is no longer judged as acceptable by the Engineer or if a higher-quality product becomes available.

2. Job-specific approval of materials not shown on the approved Plans or these

Standard Specifications is solely at the discretion of the City Engineer, and materials so approved shall not be construed as approved for general use.

For job-specific consideration of materials not shown on the approved Plans or these Standard Specifications, the shop drawing procedures outlined within this Section Requirements shall be followed.

1.11 PRE-CONSTRUCTION CONFERENCE

A. The Contractor shall attend a Pre-Construction Conference called for and organized by the City, with the City's representatives and other project participants prior to beginning of the project. As a minimum, the attendees at this conference shall include:

1. The Contractor's Superintendent

2. Contractor’s Competent Person

3. Contractor Firm’s Owner

B. The purpose of this meeting is to review the plans for the project relative to the requirements of the City's Standard Specifications and the Approved Plans. The

Contractor shall be prepared to discuss, in detail, the project schedule, and shall provide the City with any schedules, submittals, lists, permits, or other information required by the Engineer, by these Standard Specifications or by the job specifications.

1.12 INSPECTION

A. All work and materials furnished shall be subject to inspection for compliance with these Standard Specifications and all other appropriate specifications.

B. The Contractor shall make application to the City for inspection at least five (5) days in advance of starting any work. Inspectors shall be recognized as authorized agents of the City, and their duties shall be to evaluate materials used and work performed. Instructions given by the Inspector shall be respected and executed by the Contractor.

C. The City shall at all times have access to the work wherever it is in preparation or progress and the Contractor shall provide proper facilities for such access and for inspection. The Contractor shall provide adequate safe means by which to inspect the work.

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D. Failure or oversight of any Inspector to condemn defective materials at the time of use, or to condemn improper work at the time it is performed, shall not diminish the Contractor’s obligations to meet the requirements of the Approved Plans and these Standard Specifications. The Contractor shall remove and replace any faulty materials and work at no additional cost to the City upon discovery of the defects or upon receipt of notice from the City to do so.

E. Defective work or material may be rejected prior to the date of acceptance of the work notwithstanding that such defective work or material may have been previously inspected. Acceptance shall not constitute approval of latent defects or waiver of maintenance requirements.

F. Any work covered up or otherwise rendered inaccessible without approval or consent of the City must, if required by the City, be uncovered for examination at the Contractor's expense. Any work done in the absence of the Inspector without written permission shall be subject to rejection.

1.13 TESTING LABORATORY SERVICES

A. The City will provide on-site inspection services. Contractor shall be responsible for all testing, retesting and additional inspection services, if necessary.

1.14 CONSTRUCTION STAKING AND PRESERVATION OF MONUMENTS

A. Staking of the various public improvements required shall be performed by the

Contractor's surveyor, if required by project. The survey shall conform to the lines, grades, and dimensions shown on the Approved Plans. The City shall give an account of the adequacy, readability, and frequency of the stakes provided and shall comment on any remedies required. The Contractor shall preserve all monuments, benchmarks, survey marks, and stakes. In case of their removal or destruction by

Contractor or its employees, agents or subcontractors, the Contractor shall be liable for the cost of their replacement. All survey work for the project must be provided by a California Licensed Professional Surveyor.

1.15 ENVIRONMENTAL CONTROL

A. The Contractor shall abide by all applicable local, state and federal regulations, and by the conditions of the Regional Water Quality Control Board. The Contractor shall provide effective measures where necessary to prevent operations from producing dust in an amount damaging to property or causing a nuisance as determined by the City. The Contractor shall be responsible for any damage due to dust originating from its operations.

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1.16 PUBLIC SAFETY

A. The Contractor shall at all times conduct operations in a manner causing the minimum obstruction and inconvenience to the general public, businesses, traffic, and the City’s operations. The Contractor shall not interfere with the normal operation of public transit vehicles unless otherwise authorized. Open trenches and excavations shall be covered and provided with adequate barricades in accordance with the approved traffic control plan or the requirements of the agency of jurisdiction. At night, lights shall mark all open work and obstructions. The

Contractor shall install and maintain all signs, lights, flares, barricades, traffic plates, railings, runways, stairs, bridges and other equipment necessary to safeguard the public. Safety instructions received from governmental authorities shall be followed, but compliance with such instructions shall not diminish the Contractor’s responsibility or liability for accidents to workers or damage or injury to persons or property. In accordance with generally accepted construction practices, the

Contractor shall be solely and completely responsible for conditions of the job site, including safety of all persons and property during performance of the work, and the Contractor shall fully comply with all state, federal, and other laws, rules, regulations, and orders relating to the safety of workers and others. The right of the

City to conduct construction review or observation of the Contractor's performance does not include review or observation of the adequacy of the Contractor's safety measures in, on, or near the construction site.

B. The Contractor shall take immediate action to correct any condition adversely affecting public safety.

C. Refer to GENERAL CONDITIONS Article 10.2 for additional Safety

Requirements.

1.17 PROTECTION OF WORKERS IN TRENCH EXCAVATION

A. Whenever work involves trench excavation, the Contractor shall provide all necessary shoring, bracing, sloping, or other provisions to be made for worker protection from hazard of caving ground during the excavation. If such plan varies from the shoring system standards established by the Construction Safety Orders of the Division of Industrial Safety, a Civil Engineer or Structural Engineer registered in the State of California shall prepare the plans.

B. Contractor shall comply with the Safety Orders of California, Code of Regulations:

Title 8, Section 1539 (Excavation, Trenches, Earthwork).

1.18 WORK WITHIN CONFINED SPACES

A. The Contractor shall comply with all Federal and State regulations for confined space entry. Work inside confined spaces as defined by the applicable regulations shall not be undertaken until all the tests and safety provisions of the Code of

Federal Regulations 1910.146, and the Safety Orders of the California Code of

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Regulations Title 8 Article 108 sections 5156 et seq. for confined space entry have been performed and the area is verified as safe to enter.

1.19 CONSTRUCTION EQUIPMENT

A. The Contractor shall furnish appropriate construction equipment to perform the work in accordance with the Approved Plans and Specifications. Such equipment shall be in a good state of repair and shall be maintained in such state during the progress of the work. In no case shall the manufacturer's rating or capacity limitations for any equipment be exceeded.

1.20 STORAGE OF MATERIALS

A. All materials for use in the work shall be stored by the Contractor in such manner as to prevent damage from exposure to the elements, admixture of foreign materials, or from any other cause. The Contractor shall be entirely responsible for damage or loss by weather or other causes. The Material Safety Data Sheets

(MSDS) for all products to be used in the work shall be kept on-site by the

Contractor, and the material manufacturer's recommendations for proper storage of its products shall be strictly followed.

B. Materials shall not be stored on City property without the written permission of the

City. The Contractor shall be responsible to provide its own storage area or property. Materials for use on the work shall be stored on private property only as allowed by law and with the written permission of the property owner, and a copy of such permission shall be provided to the City. In addition, a release letter signed by said property owner and stating that materials are no longer stored on the property and that Contractor has restored the area to original condition is required prior to the filing of the Notice of Completion.

1.21 WATER AND POWER FOR CONSTRUCTION PURPOSES

A. Water for construction purposes refer to GENERAL CONDITIONS Article 3.24.2

1. All water used on the project shall be obtained from City’s sources using a check valve construction meter.

2. The construction meter and service connection shall be obtained from the

City. The Contractor shall make arrangements with the City for payment of the deposit and installation of the meter.

3. The Contractor shall pay for all construction water used in accordance with

City’s Rules and Regulations.

4. Damage caused to the meter will be charged to the Contractor.

5. Water used for construction purposes shall not leave the site in any manner not previously approved by the City.

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B. Contractor shall make all arrangements for electrical power required during construction if required.

1.22 HOUSEKEEPING DURING CONSTRUCTION AND FINAL CLEAN-UP

Refer to GENERAL CONDITIONS Articles 3.23, 3.24 and 6.3.

A. The Contractor shall, at all times during the course of the work, maintain work areas and all adjacent properties and public access roads free from accumulations of waste, debris, rubbish or construction materials.

B. Steel plates used to protect trenches in vehicular area shall be secured as not to make noise and move under vehicle traffic.

C. The Contractor shall conduct cleaning and disposal operations to comply with local ordinances and anti-pollution laws.

D. Dry materials and rubbish shall be moistened to prevent blowing dust. Loads of excavated materials leaving the site or being imported to the site shall be covered or moistened to prevent blowing dust.

E. Upon completion of the work, and before making application for acceptance of the work, the Contractor shall clean all rights-of-way, streets, borrow pits, and all other grounds occupied by him in connection with the work. All rubbish, excess materials, temporary structures and equipment shall be removed. All parts of the work shall be left in a neat and presentable condition, as determined by the

Engineer, prior to acceptance of the work by City.

1.23 HAZARDOUS WASTE AND UNKNOWN PHYSICAL CONDITIONS

A. If conditions listed below are found during construction, or if any other conditions are found during construction that may be detrimental to the City's facilities being constructed, or to the health and safety of the public, the Contractor shall promptly notify the City.

B. Refer to GENERAL CONDITIONS Article 3.24.7 Special Hazardous Substances and processes.

1.24 WORK TO BE DONE

A. Refer to GENERAL CONDITIONS Article 3.3.

1.25 CHANGES TO THE WORK

A. Refer to GENERAL CONDITIONS Article 7.1, 7.2, 7.3 and 7.4.

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1.26 PROJECT CLOSEOUT AND FINAL ACCEPTANCE

A. The City’s Engineer or designee shall be responsible for final acceptance of all projects. The following items of work shall be completed prior to final acceptance by City:

1. The project has been completed in accordance with the Approved Plans, the job specifications and these Standard Specifications.

2. Final inspection has been performed by City. Any “punch list” items generated by preliminary inspection shall have been completed.

3. Record drawings reflecting all and any changes made to the project must have been submitted to the City’s Engineer in accordance with these

Specifications and GENERAL CONDITION Article 3.11. Record

Drawings (As-built drawings) shall be submitted in CAD and PDF format.

4. Refer to GENERAL CONDITION Articles 9.5, 9.7 and 9.8.

5. All costs and fees relevant to the work have been paid to City by the

Contractor.

6. All aspects of the Construction Agreement have been completed to the satisfaction of the City.

B. Following final acceptance by the City, the City will prepare a Notice of

Completion and will have such Notice recorded by the County Recorder.

1.27 WARRANTY

A. The work shall be guaranteed against failure due to defective materials or workmanship for a period of one (1) year, unless longer warranty period is specified herein, from the recording date of the Notice of Completion. The one-year warranty period shall not, in any way, affect the liability of any party for latent or patent defects allowed for under State law. All repairs shall be made pursuant to the contract with the City and in accordance with the City’s Rules and Regulations and these Specifications.

B. Refer to GENERAL CONDITIONS Articles 3.5 and 12.2 for additional requirements.

1.28 WARRANTY INSPECTION

A. The City will perform a warranty inspection prior to the expiration of the warranty period. The Contractor will be notified in writing of any deficiencies revealed by this inspection. The warranty bond will not be released until the required repairs are completed. If the warranty inspection is satisfactory, the City will release the warranty bond at the end of the warranty period.

WOODARD & CURRAN 01 00 00-10

B. Refer to GENERAL CONDITION Articles 3.5 and 12.2 for additional

1.29 LOCAL CODES AND ORDINANCES

A. The Work shall be performed in accordance will all local codes, including but not limited to the City of Santa Monica Noise Ordinances and work hour restrictions.

B. Refer to GENERAL CONDITION Articles 3.8 for additional requirements.

PART 2 – PRODUCTS (NOT USED)

PART 3 – EXECUTION (NOT USED)

SUMMARY OF WORK

WOODARD & CURRAN 01 10 00-1

SECTION 01 10 00

SUMMARY OF WORK

PART 1 – GENERAL

1.01 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and

Supplementary Conditions and other Division 01 Specification Sections, apply to this

Section.

1.02 SUMMARY

A. Section includes:

1. Project information.

2. Work covered by Contract Documents.

3. Phased construction.

4. Work by Owner.

5. Work under separate contracts.

6. Access to site.

7. Work restrictions.

B. Related Requirements:

1. Appendix 01 10 00A –Sequence of Work Requirements

1.03 PROJECT INFORMATION

A. Project Identification: Moss Avenue Pump Station Rehabilitation Project - SP2767.

B. Project Location: Northeast corner of the intersection between Moss Avenue and

Appian Way

C. Owner: City of Santa Monica, 1685 Main Street, Santa Monica, CA 90401.

D. Owner's Representative: Chris Aguillon

E. Engineer of Record: Woodard & Curran

F. Contractor: TBD.

WOODARD & CURRAN 01 10 00-2

G. Construction Manager: City of Santa Monica

1.04 WORK COVERED BY CONTRACT DOCUMENTS

A. The Work of Project is defined by the Contract Documents and as shown on the approved plans.

B. Type of Contract:

1. Project will be constructed under a single prime contract.

C. Project Summary

1. The Project is generally described as the rehabilitation of the existing Moss

Avenue Pump Station (MAPS) facility, including the installation of a new backup engine driven pump, structural repairs to improve watertightness, electrical equipment upgrades, and construction of a new operations control room.

D. Description of Work

1. The Work includes labor, material and equipment, services required for construction, testing, and commissioning of the Project in accordance with the

Contract Documents and as more specifically described in the Specifications and

Drawings and includes, but is not limited to, the following principal features.

a. Pump station interior concrete spalling and rebar repairs.

b. Pump station ground level cleaning and protective sealant application.

c. Construction of a new control room container building, including fire protection and alarm systems design and installation

d. Installation of new diesel engine-powered backup pump and associated above ground diesel fuel tank and fuel piping.

e. Installation of new landing platform in pump room.

f. Electrical room modifications, including access hatch enlargement and new equipment pads.

g. Replacement of major power distribution equipment including the main service switchboard, motor control center and automatic transfer switch including consolidation of a switchboard and panelboard.

h. The installation of the new control room container building required relocation of the service feeders which required the main service switchboard to be located at grade level.

WOODARD & CURRAN 01 10 00-3

i. Provisions for a portable generator connection are provided at the main service switchboard.

j. Replacement of power and control wiring.

k. The addition of a large UPS system to provide additional standby power to the supply and exhaust fans in the pump room.

l. Instrumentation and Control Work; and

m. All material and equipment, construction and services inherent to the Work.

2. Work Site locations: generally as shown on the Drawings and as described herein.

1.05 CONTRACT DAYS AND CONTRACT PHASING

A. Construction shall commence after the issuance date of the Notice to Proceed and shall be completed within the calendar days as shown on the Notice Inviting Bids.

B. Refer to Appendix A for Sequence of Work Plan and requirements.

C. Coordination

1. In general, ensure that the Moss Avenue Pump Station (MAPS) service is always maintained and remains in service unless otherwise noted.

a. Obtain written approval of the Engineer for shutdowns. Notify Engineer and

Owner a minimum of two weeks prior to any required shutdowns.

b. The Contractor shall coordinate a shutdown schedule for each requested shutdown indicating specifically what systems will be offline and for an agreed upon length of time.

c. Coordinate Work with the City and Engineer, as required.

2. Maintain access to facilities for the Owner throughout the Project.

3. Coordinate with the electric utility SCE to provide the required electrical work at the MAPS Facility.

4. Coordinate with the City Fire Department during design and development of the fire protection system.

D. Sequence

1. Sequence Work to achieve Project objectives and maintain pump station operations. Refer to Appendix A for draft sequence of work plan and coordination

WOODARD & CURRAN 01 10 00-4

2. Plan Work connecting with, cutting into, and reconstructing existing pipes or structures to minimize interference with the operation of the existing facilities and when the demands on the facilities best permit such interference, working outside of normal working hours to meet these requirements if necessary.

3. Before starting Work which will interfere with the operation of existing facilities, conduct preparatory Work and ensure labor, tools, materials, and equipment are ready. Assist in instructing City operations and maintenance personnel in any new operating procedures.

4. Contractor shall perform electrical room access hatch enlargement prior to installation of the electrical equipment.

5. When Work requires that a portion of the pump station be shut down, execute Work expeditiously. Plan the Work, taking into consideration potential problems. Provide that spare pumps, pipe and fittings, and any other equipment are readily available for use in an emergency. Be prepared to Work continuously (24 hours per day, 7 days per week) during the time when any units or pipelines are out of service that affect the pump station operations.

6. Before commencing Work of each phase, submit an updated copy of Contractor's construction schedule showing the sequence, commencement, and completion dates for all phases of the Work to the Engineer and coordinate with the City

1.06 TEMPORARY CONSTRUCTION FACILITIES

A. Barriers

1. Furnish barriers to prevent unauthorized entry to and clear delineation of construction areas, to allow for Owner’s use of Site, and to protect existing facilities and adjacent properties from damage from construction operations as recommended by OHSA and as otherwise required for the protection of life and property during construction.

2. Construct barricades and protective facilities in accordance with local and state regulations. Furnish and install signs, lights, reflectors, and such protection facilities as may be required.

3. Furnish barricades required by governing authorities for public rights of way.

4. Provide protection for plant life designated to remain. Replace damaged plant life.

5. Protect non owned vehicular traffic, stored materials, Site and structures from damage.

6. Furnish sound wall/barrier along the southern edge of Site between construction area and adjacent apartment complex.

WOODARD & CURRAN 01 10 00-5

B. Protection of Work

1. Protect Work during working and non-working hours.

2. Provide special protection where specified in Specifications or Drawings and in accordance with manufacturer recommendations.

3. Furnish temporary and removable protection for installed equipment and material.

Control activity in immediate Work area to minimize damage.

4. Protect exterior areas of Work from damage.

C. Security

1. Provide protection to stored items, the Work and Owner's operations from unauthorized entry, vandalism, or theft, and against fire, storms and other losses during working and non-working hours.

2. Coordinate with Owner's security program.

D. Safety Facilities

1. Provide first aid and other safety facilities required by Laws and Regulations during working and non-working hours.

E. Parking: as specified below.

1. Do not allow construction vehicle parking on existing pavement or sidewalks.

2. At area designated by Owner.

F. Temporary Facilities

1. Contractor is required to provide separate portable restrooms with appropriate security to prevent public use.

2. A temporary staging area shall be provided onsite or withing Appian Way. The contractor shall be permitted to use an area approximately 15 feet wide by 100 feet long (maximum of 1,500 square feet) within Appian Way right-of-way.

Staging areas shall be incorporated within the limits of the approved Traffic

Control Plan. The Contractor shall fully clear and vacate the designated temporary staging area during the following periods:

February 6, 2027 through February 14, 2027

September 15, 2027 through September 26, 2027

WOODARD & CURRAN 01 10 00-6

3. “Clear and vacate” shall mean the complete removal of all equipment, materials, debris, temporary facilities, and personnel from the staging area, restoring it to a clean and unobstructed condition acceptable to the City.

4. The above dates are subject to modification at the sole discretion of the City. The

Contractor shall comply with any revised schedule upon written notice from the

City, with no additional compensation unless otherwise specified in the Contract.

5. Use of Appian Way for staging shall be subject to approval by the City and is not guaranteed for the duration of the Project. The Contractor shall coordinate with the City for periods during which the Appian Way right-of-way must remain clear of all equipment, materials, and obstructions, as directed by the City.

6. The sidewalk along Appian Way serves as an accessible route to the pier and shall be maintained in a safe, unobstructed, and ADA-compliant condition at all times for public use.

1.07 WORK BY OWNER

A. General: Cooperate fully with Owner so work may be carried out smoothly, without interfering with or delaying work under this Contract or work by Owner. Coordinate the Work of this Contract with work performed by Owner.

1.08 WORK UNDER SEPARATE CONTRACTS

A. General: Cooperate fully with other contractors working in general areas so work on those contracts may be carried out smoothly, without interfering with or delaying work under this Contract or other contracts.

B. Contractor shall submit traffic control plans for Owner review and approval. Traffic impacts or closures shall be coordinated with Pier Bridge Construction Management

Staff.

1.09 ACCESS TO SITE

A. General: Contractor shall have full use of Project site for construction operations during construction period. Contractor's use of Project site is limited only by Owner's right to perform work or to retain other contractors on portions of Project.

1.10 WORK RESTRICTIONS

A. Work Restrictions, General: Comply with restrictions on construction operations.

1. Comply with limitations on use of public streets and with other requirements of authorities having jurisdiction.

2. The contractor is responsible for protecting existing utility services, public or private, from damage. If damage occurs, the contractor is required to

WOODARD & CURRAN 01 10 00-7

promptly repair the damage. Irrigation sprinklers shall be repaired within 48 hours of the damage. If work is not completed within the required time period, the City may hire another contractor to perform the repair work and deduct payment from the contractor’s pay request.

3. Night work is not permitted unless approved in advance by the Project

Manager.

4. Contractor shall use sod to restore damaged lawn areas.

5. Damaged caused by the contractor to buildings, fences, block-walls, or existing concrete areas as a result of the work shall be repaired within 10 calendar days.

6. If contractor fails to comply with any of these restrictions the City may arrange for the work to be done by other means and may deduct 150% of the cost from the contractor’s next pay estimate.

7. Contractor is not permitted to close any street without written approval by the

City.

8. Grinding and paving work shall be completed within 2 working days.

9. Contractor to complete the layout of cat tracks within 10 days of completing the paving work for inspection. Striping work shall start immediately upon final inspection, and no later than 15 days after the completion of paving work.

10. Systems or individual equipment items shall be isolated, decommissioned, deenergized, or depressurized in accordance with the approved work sequence plan and outage schedule.

B. On-Site Work Hours: Limit work to normal business working hours of 8:00 a.m. to

6:00 p.m., Monday through Friday, unless otherwise indicated.

1. Weekend Hours: Saturday 9:00 am to 5:00 p.m. with prior authorization and no work on Sundays and Holidays.

2. No street or sidewalk work shall be allowed during the week of Thanksgiving and during the period from December 22, 2025 to January 2, 2026. Prior to these shutdowns, the site shall be made safe and clean with minimum barricades left in place and shall be maintained by the contractor until the resumption of work.

C. Public Noticing

1. The City will prepare a project general information letter and other

Construction Notices for distribution by the Contractor. The Contractor shall

WOODARD & CURRAN 01 10 00-8

be responsible for duplication and delivery of these informational letters to all residents, business establishments, and institutions to be chosen by the

City including within 500 feet of the Project site(s) and otherwise directly affected by the Project. Distribution of the Notices shall be done by the U.S.

Postal Service (USPS) in addition to being hand delivered. The costs of duplication, distribution via USPS and hand delivery, address listing and confirmation of address lists, mailings, re-mailings and re-distributions of notices due to Contractor rescheduling or weather delay, shall be included in the cost of the Project. The following noticing will be required:

a. A “Notice of Proposed Work” shall be mailed and hand delivered to the businesses and residents of the general area that will be affected by this Project at beginning of the construction phase prior to work on the site.

b. A “Two-Week Notice of Proposed Work” shall be mailed and hand delivered to the businesses and residents of the site specific area that will be affected by this Project, including street closures, lane closures, and parking closures, to be received at least two weeks or

14 calendar days prior to work on the site.

c. If a project location interferes with bus services, the Contractor shall, prior commencing work, notify the Santa Monica Municipal Bus

System (Big Blue Bus) at (310) 458-8647, and/or the Metropolitan

Transit Authority (MTA) at (213) 972-6007 at least four (4) calendar days prior to work on the site.

D. Existing Utility Interruptions: Do not interrupt utilities serving facilities occupied by

Owner or others unless permitted under the following conditions and then only after providing temporary utility services according to requirements indicated:

1. Notify Construction Manager not less than two days in advance of proposed utility interruptions.

2. Obtain Construction Manager's written permission before proceeding with utility interruptions.

E. Noise, Vibration, and Odors: Coordinate operations that may result in high levels of noise and vibration, odors, or other disruption to Owner occupancy with Owner.

1. Notify Construction Manager not less than two days in advance of proposed disruptive operations.

2. Obtain Construction Manager's written permission before proceeding with disruptive operations.

Construction Management Software: This project will utilize Procore’s

(www.procore.com) project management and collaboration system for all project

WOODARD & CURRAN 01 10 00-9

documentation. The prime contractor and applicable team members (subcontrators) will be required to create a Procore username (email) and password if they do not already have one. This contractor and subcontractors will be expected to obtain drawings, sketches, RFIs, meeting minutes, coordination drawings, change order information, etc. via this application. City will notify contractor as relevant items are added. It will be the responsibility of the contractor to regularly check and review updated documents as they are added. If unfamiliar or not previously trained with software, contractor and applicable team members shall complete a free, one-hour training certification course located at http://learn.procore.com/procore-certification-subcontractor within prior to issuance of the Notice to Proceed. There will be no cost to the contractor for use of Procore.

It is recommended that the contractor provide mobile iOS or Android devices with the Procore App installed to at least one individual on-site to provide real-time access to current posted drawings, specifications, RFIs, submittals, project documents, as well as any deficient observations or punch list items. Providing mobile access will improve communication, efficiency, and productivity for all parties. This section does not relieve the contractor of the requirements of Section 3.11 of the General

Conditions.

F. Special Events

1. The Contractor is hereby advised that other Contractors may be performing work at the same or adjacent location(s) to the site that he/she is working. The Contractor shall cooperate and coordinate his/her activities with these other Contractors and

City staff.

2. The Contractor shall be responsible for ascertaining the nature and extent of any simultaneous, collateral, and essential work by others. The City, its workers and

Contractors and others, shall have the right to operate within or adjacent to the

Project during the performance of work.

3. The Contractor shall coordinate operations and cooperate with other forces to minimize interference.

4. The Contractor shall include in its Bid all costs involved as a result of coordinating its work with others. The Contractor shall not be entitled to additional compensation for damages resulting from such simultaneous, collateral and/or essential work. If necessary to avoid or minimize such damage or delay, the Contractor shall redeploy its work force to other parts of the Project.

5. Special events with anticipated dates are as follows:

a. World Cup: June 11 to July 19, 2026

b. Super Bowl: February 14, 2027

c. Olympics: July 14 to July 30, 2028

WOODARD & CURRAN 01 10 00-10

6. During special events:

a. Appian Way will be closed to vehicle traffic

b. No contractor access from Appian Way

c. No contractor staging in public right-of-way; street and sidewalk must remain open and unobstructed.

PART 2 – PRODUCTS (NOT USED)

Issue Date: April 2026 City of Santa Monica, CA

WOODARD & CURRAN SEQUENCE OF WORK REQUIREMENTS

01 10 00A APPENDIX A-1

SECTION 01 10 00A – APPENDIX A

SEQUENCE OF WORK REQUIREMENTS

PART 1 – GENERAL

1.01 GENERAL REQUIREMENTS

A. Work Includes

1. This section outlines procedures and guidelines for the Contractor to implement during the replacement of equipment while keeping the pump station operational.

2. The Contractor is required to submit to the City for review and approval a proposed sequence of work plan for the pump station that details construction sequence, necessary shutdown periods and temporary facilities to keep the pump station operational such as standby power systems, pumping systems including temporary motor controls, piping equipment, etc.

3. The following information provides constraints and minimum operational requirements as determined by the City. The City has the right to modify the constraints in order to meet customer demands or other operational constraints during construction. All proposed changes to the sequence of work shall be approved by the City prior to the commencement of any field work.

B. Constraints

1. Refer to Table 1 for required number of pumps to be operational during electrical equipment replacement:

2. Refer to Table 2 for maximum shutdown period allowed per 24-hour day.

The term “shutdown” refers to complete loss of power to operate the facility.

PART 2 – MATERIALS (Not Used)

PART 3 – EXECUTION

3.01 UTILITY POWER COORDINATION – SOUTHERN CALIFORNIA EDISON

(SCE)

A. Provide SCE notice to replace and relocate the existing main service switchboard including replacing the utility metering equipment, modifying or replacing existing service feeders and shut off power where the main switchboard is being replaced.

01 10 00A APPENDIX A-2

B. The Contractor shall submit notice of intent 12 weeks prior to the work for SCE to disconnect the power to the pump station and shall request specific dates and time for disconnect, remove existing service feeders, reconnect, and meter installation services. The contractor shall be responsible for coordinating with SCE to guarantee that SCE lineman crew are scheduled when needed.