20260925_Gonyea_Playfield_Specifications.pdf

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Attached to
Gonyea Playfield
Solicitation number
2026-MPW-244
Issued by
Pierce County, Washington

About this file

This is a specifications document for the Gonyea Playfield project in Washington, detailing comprehensive improvements to an existing community park. The project scope includes construction and installation of an inclusive play area, nature play area, basketball courts, perimeter loop path, flexible lawn areas, a comfort station, stormwater management improvements, right-of-way improvements, utility improvements, site furnishings, signage, and landscape enhancements. The specifications document establishes technical requirements and standards for all materials, construction methods, and installations necessary to complete the project improvements and associated pathways throughout the park facility.

The document provides detailed specifications for site preparation, grading, drainage systems, athletic court construction, playground equipment installation, hardscape features, vegetation and planting standards, and utility connections. All work is to be performed in accordance with applicable Washington state codes and local requirements, with specifications addressing accessibility standards, safety requirements, and environmental considerations relevant to public park construction and improvements.

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Gonyea_Field_Bid_Packet.pdf PDF
PC_Hot_Work_Procedure.pdf PDF
Ref_Doc_-_Sample_ACM_Compliance.docx DOCX document
Gonyea_Playfield_Geotechnical_Report.pdf PDF
20260925_Gonyea_Playfield_Drawings.pdf PDF

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GONYEA PLAYFIELD DIVISION 01

TECHNICAL SPECIFICATIONS

Gonyea Playfield Parkland, WASHINGTON

Pierce County Parks

13422 10th Ave. S.

Parkland, Washington 98444

DIVISION 01 GENERAL REQUIREMENTS

SECTION 01 11 00 SUMMARY OF WORK

SECTION 01 14 00 WORK RESTRICTIONS

SECTION 01 23 00 ALTERNATES

SECTION 01 26 00 CONTRACT MODIFICATION PROCEDURES

SECTION 01 27 00 UNIT PRICES

SECTION 01 29 00 PAYMENT PROCEDURES

SECTION 01 29 73 SCHEDULE OF VALUES

SECTION 01 31 00 PROJECT MANAGEMENT AND COORDINATION

SECTION 01 32 00 CONSTRUCTION PROGRESS DOCUMENTATION

SECTION 01 32 22 PHOTOGRAPHIC DOCUMENTATION

SECTION 01 33 00 SUBMITTAL PROCEDURES

SECTION 01 40 00 QUALITY REQUIREMENTS

SECTION 01 42 00 REFERENCES

SECTION 01 50 00 TEMPORARY FACILITIES AND CONTROLS

SECTION 01 55 00 MAINTENANCE OF TRAFFIC

SECTION 01 57 13 TEMPORARY EROSION AND SEDIMENTATION CONTROL

SECTION 01 60 00 PRODUCT REQUIREMENTS

SECTION 01 70 00 EXECUTION REQUIREMENTS

SECTION 01 73 29 CUTTING AND PATCHING

SECTION 01 77 00 CLOSEOUT PROCEDURES

SECTION 01 78 23 OPERATION AND MAINTENANCE DATA

SECTION 01 78 39 PROJECT RECORD DOCUMENTS

DIVISION 02 EXISTING CONDITIONS

SECTION 02 41 13 SELECTIVE SITE DEMOLITION

SECTION 02 41 16 SELECTIVE BUILDING DEMOLITION

DIVISION 03 CONCRETE

SECTION 03 00 13 BUILDING CONCRETE

SECTION 03 30 01 CAST IN PLACE CONCRETE

SECTION 03 55 00 CONCRETE FINISHING

DIVISION 05 METALS

SECTION 05 12 00 STRUCTURAL STEEL FRAMING

SECTION 05 31 00 STEEL DECK

SECTION 05 40 00 COLD FORMED METAL FRAMING

SECTION 05 50 00 METAL FABRICATIONS

SECTION 05 53 00 METAL GRATINGS

DIVISION 06 WOOD, PLASTICS, AND COMPOSITES

SECTION 06 10 00 ROUGH CARPENTRY

SECTION 06 16 43 GYPSUM SHEATHING

DIVISION 07 THERMAL AND MOISTURE PROTECTION

SECTION 07 27 00 WEATHER RESISTIVE BARRIERS

SECTION 07 46 46 MINERAL-FIBER CEMENT SIDING

SECTION 07 54 00 THERMOPLASTIC MEMBRANE ROOFING

SECTION 07 62 00 SHEET METAL FLASHING AND TRIM

SECTION 07 92 00 JOINT SEALANTS

DIVISION 08 DOORS AND WINDOWS

SECTION 08 11 13 HOLLOW METAL DOORS AND FRAMES

SECTION 08 33 23 OVERHEAD COILING DOORS

SECTION 08 45 00 TRANSLUCENT WALL ASSEMBLIES

SECTION 08 71 00 DOOR HARDWARE

SECTION 08 73 00 DOOR HARDWARE INSTALLATION

SECTION 08 80 00 GLAZING

DIVISION 09 FINISHES

SECTION 09 22 00 LIGHTGAGE METAL SUPPORT FRAMING

SECTION 09 29 00 GYPSUM BOARD

SECTION 09 67 23 RESINOUS FLOORING

SECTION 09 77 33 REINFORCED PLASTIC PANEL WALL COVERINGS

SECTION 09 81 00 ACOUSTICAL INSULATION

SECTION 09 90 00 PAINTING AND COATING

SECTION 09 96 00 HIGH PERFORMANCE COATINGS

SECTION 09 96 20 ANTI-GRAFFITI COATING

DIVISION 10 SPECIALTIES

SECTION 10 14 00 SIGNAGE

SECTION 10 28 13 TOILET ACCESSORIES

SECTION 10 44 00 FIRE PROTECTION SPECIALTIES

DIVISION 11 EQUIPMENT

SECTION 11 68 13 PLAY AREA EQUIPMENT

DIVISION 12 FURNISHINGS

SECTION 12 93 00 SITE FURNISHINGS

DIVISION 22 PLUMBING

SECTION 22 05 00 COMMON WORK PLUMBING

SECTION 22 05 17 SLEEVES AND SLEEVE SEALS FOR PLUMBING PIPING

SECTION 22 05 23.12 BALL VALVES FOR PLUMBING PIPING

SECTION 22 05 53 PIPE IDENTIFICATION

SECTION 22 11 16 DOMESTIC WATER PIPING

SECTION 22 11 19 DOMESTIC WATER PIPING SPECIALTIES

SECTION 22 13 16 SANITARY WASTE AND VENT PIPING

SECTION 22 13 19 SANITARY WASTE PIPING SPECIALTIES

SECTION 22 33 00 ELECTRIC, DOMESTIC-WATER HEATERS

SECTION 22 42 00 COMMERCIAL PLUMBING FIXTURES

DIVISION 23 HEATING, VENTILATING, AND AIR-CONDITIONING (HVAC)

SECTION 23 05 00 COMMON WORK RESULTS FOR HVAC

SECTION 23 05 48 VIBRATION AND SEISMIC CONTROLS FOR HVAC

SECTION 23 05 53 IDENTIFICATION FOR HVAC PIPING AND EQUIPMENT

SECTION 23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

SECTION 23 31 13 METAL DUCTS

SECTION 23 33 00 AIR DUCT ACCESSORIES

SECTION 23 34 16 CENTRIFUGAL HVAC FANS

SECTION 23 37 13.13 AIR DIFFUSERS

SECTION 23 37 13.23 REGISTERS AND GRILLES

SECTION 23 82 39.19 WALL UNIT HEATERS

DIVISION 26 ELECTRICAL

SECTION 26 00 10 EXCAVATION AND BACKFILL FOR ELECTRICAL UNDERGROUND

UTILITIES

SECTION 26 01 26 MAINTENANCE TESTING FOR ELECTRICAL SYSTEMS

SECTION 26 05 00 COMMON WORK RESULTS FOR ELECTRICAL SYSTEMS

SECTION 26 05 19 LOW VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES

SECTION 26 05 26 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS

SECTION 26 05 33 RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS

SECTION 26 24 16 PANELBOARDS

SECTION 26 27 26 WIRING DEVICES

SECTION 26 28 13 FUSES

SECTION 26 43 13 TRANSIENT VOLTAGE SURGE SUPPRESSSION SYSTEM

SECTION 26 50 00 LIGHTING

DIVISION 31 EARTHWORK

SECTION 31 11 00 CLEARING AND GRUBBING

SECTION 31 20 00 EARTH MOVING

SECTION 31 56 39 TREE AND PLANT PROTECTION

DIVISION 32 EXTERIOR IMPROVEMENTS

SECTION 32 12 16 ASPHALT PAVING

SECTION 32 13 13 CONCRETE PAVING

SECTION 32 17 00 PAVEMENT MARKINGS

SECTION 32 18 16 PLAY AREA SYNTHETIC GRASS SURFACING

SECTION 32 84 00 IRRIGATION

SECTION 32 91 13 PLANTING SOILS

SECTION 32 92 00 TURF AND GRASSES

SECTION 32 93 00 PLANTS

DIVISION 33 UTILITIES

SECTION 33 10 00 WATER DISTRIBUTION

SECTION 33 30 00 SANITARY SEWER

SECTION 33 40 00 STORM DRAINAGE

APPENDICES

APPENDIX A GEOTECHNICAL REPORT

DIV IS I ON 01

General Requirements

P-111789

Summary of Work 01 11 00 - 1

SECTION 01 11 00

SUMMARY OF WORK

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes the following:

1. Project Information

2. Work Phases

3. Use of premises.

4. Owner's occupancy requirements.

5. Project special requirements

6. Specification formats and conventions.

1.2 RELATED DOCUMENTS

A. Pierce County’s General Provisions for Construction contracts apply to all sections of the specifications and contract documents.

B. Drawings and Pierce County General Provisions of Contract, including General and Special Conditions and Divisions 00 & 01 Specifications sections, apply to work of this section.

1.3 PROJECT INFORMATION

A. Project Name: Gonyea Playfield

B. Project Location: 13422 10th Ave S, Parkland, WA 98444

C. Owner: Pierce County Parks and Recreation

1. Owner's Representative: Katherine Eastman, Project Manager, 253-625-

D. Prime Consultant: Site Workshop

1. Landscape Architect: Rebecca Fuchs, Project Manager: 253-248-0003

2. Landscape Architect: Clayton Beaudoin, Principal: 206-690-4828

E. The Work consists of the following:

1. Construct improvements to Gonyea Playfield as shown on the Contract Drawings and Specifications.

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

G. The work will be conducted in one phase.

1.4 USE OF PREMISES

A. Use of Site: Limit use of premises to areas within work areas and immediately adjacent to the work indicated. Do not disturb portions of Project site beyond areas in which the Work is indicated.

Summary of Work 01 11 00 - 2

1. Owner Occupancy: Allow for safe Owner occupancy and use by the public of areas outside the project work areas.

1.5 OWNER'S OCCUPANCY REQUIREMENTS

A. Maintain pedestrian and vehicular access to and around the site.

1. Provide access for Pierce County Parks and Recreation staff for standard operations throughout the site.

1.6 PROJECT SPECIAL REQUIREMENTS

A. Comprehensive Traffic Control Plan: Submit comprehensive traffic control plan showing Contractor site circulation, contractor parking, construction entrance and exist, material delivery times and entrance / exit plan.

1. Coordinate Plan with Parks staff prior to submittal.

2. Provide Plan submittal prior to first Application for Payment as noted in other sections.

1.7 SPECIFICATION FORMATS AND CONVENTIONS

A. Specification Format: The Specifications are organized into Divisions and Sections using the 48-Division MasterFormat numbering system.

1. Sections in Division 00 and 01 govern the execution of the Work of all Sections in the Specifications.

B. Specification Content: The Specifications use certain conventions for the style of language and the intended meaning of certain terms, words, and phrases when used in particular situations. These conventions are as follows:

1. Abbreviated Language: Language used in the Specifications and other Contract Documents is abbreviated. Words and meanings shall be interpreted as appropriate. Words implied, but not stated, shall be inferred as the sense requires. Singular words shall be interpreted as plural, and plural words shall be interpreted as singular where applicable as the context of the Contract Documents indicates.

2. Imperative mood and streamlined language are generally used in the Specifications. Requirements expressed in the imperative mood are to be performed by Contractor. Occasionally, the indicative or subjunctive mood may be used in the Section Text for clarity to describe responsibilities that must be fulfilled indirectly by Contractor or by others when so noted.

a. The words "shall," "shall be," or "shall comply with," depending on the context, are implied where a colon (:) is used within a sentence or phrase.

C. Order of Precedence

1. Any conflict or inconsistency between the conditions of the Contract

Documents shall be resolved as shown in 00 72 00 - 1.03 Contract Document Order of Precedence.

Summary of Work 01 11 00 - 3

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION (Not Used)

END OF SECTION 01 11 00

Work Restrictions 01 14 00 - 1

SECTION 01 14 00

WORK RESTRICTIONS

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes administrative and procedural requirements for inadvertent discovery of archaeological items.

1.2 RELATED DOCUMENTS

A. Pierce County’s General Provisions for Construction contracts.

B. Section 00 72 00 Section 3.25.

1.3 PROCEDURES

A. Work on the project shall comply with all requirements in the Pierce County Public Works Inadvertent Discovery Plan. See Inadvertent-Discovery-Plan.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION (Not Used)

END OF SECTION 01 14 00

https://www.piercecountywa.gov/DocumentCenter/View/140117/Inadvertent-Discovery-Plan-Example?bidId=

Alternates 01 23 00 - 1

SECTION 01 23 00

ALTERNATES

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes administrative and procedural requirements for alternates.

1.2 DEFINITIONS

A. Alternate: An amount proposed by bidders and stated on the Bid Form for certain work defined in the Bidding Requirements that may be added to or deducted from the Base Bid amount if Owner decides to accept a corresponding change either in the amount of construction to be completed or in the products, materials, equipment, systems, or installation methods described in the Contract Documents.

1. The cost or credit for each alternate is the net addition to or deduction from the Contract Sum to incorporate alternate into the Work. No other adjustments are made to the Contract Sum.

1.3 PROCEDURES

A. Coordination: Modify or adjust affected adjacent work as necessary to completely integrate work of the alternate into Project.

1. Include as part of each alternate, miscellaneous devices, accessory objects, and similar items incidental to or required for a complete installation whether or not indicated as part of alternate.

B. Notification: Immediately following Contract award, notify each party involved, in writing, of the status of each alternate. Indicate if alternates have been accepted or rejected. Include a complete description of negotiated modifications to alternates.

C. Execute accepted alternates under the same conditions as other work of the Contract.

D. Schedule: A Schedule of Alternates is included at the end of this Section.

Specification Sections referenced in schedule contain requirements necessary to achieve the work described under each alternate.

1.4 SCHEDULE OF ALTERNATES

A. Alternate #1: Picnic Shelter

1. Picnic shelter per architectural plans.

2. Base Bid: footings, slab, and tables. Provide survey feathers at location of columns. Alternate is additive to base bid scope.

B. Alternate #2: Skate Spot

Alternates 01 23 00 - 2

1. Construct wall, skate feature, and grade planting area as shown on drawings and per details.

2. Base Bid: Asphalt to outside edge of wall. Mound planter 18" above surrounding paving at tree locations. Provide 1'-0" shoulder adjacent to paving. Mound to be a consistent slope.

C. Alternate #3: Roly Poly

1. Construct Roly Poly as shown on drawings and per details. Install planting area.

2. Base Bid: Seeded lawn with an even slope.

D. Alternate #4: Site-Wide Irrigation and Trees

1. Install irrigation for the entirety of the site as shown as alternate #4 on

Irrigation Plans. Install site-wide trees as shown on Planting Plans. Seed disturbed areas per P1 as described on the planting schedule.

2. Base Bid: Install irrigation as shown on Irrigation Plans and details. Alternate is additive to base bid scope.

E. Alternate #5: Right of Way

1. Install new curbs, asphalt, gates, lawn, trees, irrigation, bollards and drainage for revised roadway and parking layout as described in drawings and specifications.

2. Base Bid: Construct 10th Ave raised crossing and drainage; accessible and E.V. charging parking stalls; and pedestrian access paths at NE and SE corners including curbing as described in the drawings and specifications.

PART 2 - PRODUCTS (Not Used)

END OF SECTION 01 23 00

Contract Modification Procedures 01 26 00 - 1

SECTION 01 26 00

CONTRACT MODIFICATION PROCEDURES

PART 1 - GENERAL

1.1 SUMMARY

A. This Section specifies administrative and procedural requirements for handling and processing Contract modifications

1.2 RELATED DOCUMENTS

A. Section 00 72 00 – Part 6 “Method to Calculate Adjustments to Contract Price”

B. Section 01 27 00 “Unit Prices” for administrative requirements for using Unit Prices.

C. Section 01 60 00 – Product Requirements for product substitution procedures.

1.3 MINOR CHANGES IN THE WORK

A. The Owner’s Consultant will issue supplemental instructions authorizing minor changes in the Work, not involving adjustment to the Contract Sum or the Contract Time.

1.4 PROPOSAL REQUESTS

A. Owner-Initiated Request for Change Proposal: Owner will issue a detailed description of proposed changes in the Work that may require adjustment to the Contract Sum or the Contract Time. If necessary, the request will include supplemental or revised Drawings and Specifications.

1. Request for Change Proposal issued by Owner is for information only. Do not consider them instructions either to stop work in progress or to execute the proposed change.

2. Within 5 (five) days after receipt of Request for Change Proposal, submit a quotation estimating cost adjustments to the Contract Sum and the Contract Time necessary to execute the change.

a. Include a list of quantities of products required or eliminated and unit costs, with total amount of purchases and credits to be made.

b. Indicate applicable delivery charges, equipment rental and trade discounts.

c. See 00 72 00 – Part 5 for allowable markup for allowable markups.

d. Include costs of labor and supervision directly attributable to the change.

e. Include an updated Contractor's Construction Schedule that indicates the effect of the change, including, but not limited to, changes in activity duration, start and finish times, and activity relationship.

1. Use available total float before requesting Contract Time extension.

Contract Modification Procedures 01 26 00 - 2

B. Contractor-Initiated Request for Change Order: If latent or unforeseen conditions require modifications to the Contract, Contractor may propose changes by submitting a Request for Change Order to the Owner.

1. Comply with requirements in 00 72 00

2. Include a statement outlining reasons for the change and the effect of the change on the Work. Provide a complete description of the proposed change.

Indicate the effect of the proposed change on the Contract Sum and the Contract Time.

3. Include a list of quantities of products required or eliminated and unit costs, with total amount of purchases and credits to be made. If requested, furnish survey data to substantiate quantities.

4. Indicate applicable delivery charges, equipment rental, trade discounts, profit, overhead and markup

5. Include costs of labor and supervision directly attributable to the change.

6. Include an updated Contractor's Construction Schedule that indicates the effect of the change, including, but not limited to, changes in activity duration, start and finish times, and activity relationship.

a. Use available total float before requesting an extension of the Contract Time.

7. Comply with requirements in Section 01 60 00 "Product Requirements" if the proposed change requires substitution of one product or system for product or system specified.

C. Proposal Request Form: Use form approved by Owner’s Representative.

1. Do not include Contractor's or subcontractor's indirect expense in the Proposal Request cost amount unless it is clearly shown that the nature or extent of work has changed from what could have been foreseen from information in the Contract Documents.

2. No change to Contractor's indirect expense is permitted for selection of higher- or lower-priced materials or systems of the same scope and nature as originally indicated.

1.5 CONSTRUCTION CHANGE DIRECTIVE

A. Construction Change Directive: Owner’s Representative may issue a Construction Change Directive. Construction Change Directive instructs Contractor to proceed with a change in the Work for subsequent inclusion in a Change Order.

1. Construction Change Directive contains a complete description of change in the Work. It also designates method to be followed to determine change in the Contract Sum or the Contract Time.

B. Documentation: Maintain detailed records on a time and material basis of work required by the Construction Change Directive.

1. After completion of change, submit an itemized account and supporting data including receipts to substantiate cost and time adjustments to the Contract.

Contract Modification Procedures 01 26 00 - 3

1.6 CHANGE ORDER PROCEDURES

A. A Change Order will be issued for one or more Owner or Contractor initiated Proposal Requests or Construction Change Directives grouped into a single Change Order.

1. Payment for changed work cannot be paid until the Change Order is finalized and signed by required parties.

2. Payment for a Change Order cannot be processed until all previous Change Orders are complete and paid.

PART 2 - PRODUCTS (Not Used)

END OF SECTION 01 26 00

Unit Prices 01 27 00 - 1

SECTION 01 27 000

UNIT PRICES

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes administrative and procedural requirements for unit prices.

1.2 DEFINITIONS

A. Unit price is an amount proposed by bidders, stated on the Bid Form, as a price per unit of measurement for materials or services added to or deducted from the Contract Sum by appropriate modification, if estimated quantities of Work required by the Contract Documents are increased or decreased.

1.3 PROCEDURES

A. Unit prices include all necessary material, plus cost for delivery, installation, insurance, overhead, and profit.

B. Measurement and Payment: Refer to individual Specification Sections for work that requires establishment of unit prices. Methods of measurement and payment for unit prices are specified in Section 3.1.

C. Owner reserves the right to reject Contractor's measurement of work-in-place that involves use of established unit prices and to have this work measured, at Owner's expense, by an independent surveyor acceptable to Contractor.

D. List of Unit Prices: A list of unit prices is included at the end of this Section.

Specification Sections referenced in the schedule contain requirements for materials and execution described under each unit price.

E. Owner will issue a Change Order for additional work based on the actual quantities approved by the Owner at the Unit Price listed by the Contractor on the Bid Form.

PART 2 - PRODUCTS (Not Used)

Unit Prices 01 27 00 - 2

PART 3 - EXECUTION

3.1 LIST OF UNIT PRICES

A. Unit Price No. 01 Unsuitable Soils

1. Description: Provide labor, materials, tools and equipment necessary to complete the work as specified, in accordance with the Contract Documents including all costs for excavating, removing, hauling and disposing of the unsuitable material off site. Import, place, grade and compact the suitable material. Work includes, but is not limited to:

a. Removal of existing unsuitable soil.

1) Measurement of material removed to be confirmed by the Engineer in the field prior to fill installation.

b. Recompact existing soil to remain

c. Haul unsuitable soil off-site and legally disposed of.

d. Install Imported Structural Fill as referenced in the appropriate specific and as identified in the geotechnical report.

e. Compact as specified for typical fill materials.

2. Unit of Measurement: Cubic Yard of excavated unsuitable soil.

3. Base Bid: Do not include removal and replacement of unsuitable soil.

END OF SECTION 01 27 00

Payment Procedures 01 29 00 - 1

SECTION 01 29 00

PAYMENT PROCEDURES

PART 1 - GENERAL

1.1 SUMMARY

A. This Section specifies administrative and procedural requirements necessary to prepare and process Applications for Payment.

1.2 RELATED SECTIONS

A. Drawings and the General Provisions of the Contract, including General and Supplementary Conditions and Division 01 Specifications Sections, apply to this section.

B. 01 29 73 Schedule of Values for requirements for creating and submitting the Schedule of Values.

C. Section 00 72 00 General Provisions – Part 7 for Payment and Completion Requirements.

D. 00 73 44 Apprenticeship Utilization Requirements for compliance requirements.

E. 00 73 49 Prevailing Wage Compliance for compliance requirements.

1.3 PAYMENT APPLICATIONS

A. General Requirements

1. Each Payment Application shall be consistent with previous applications and payments as certified and paid for by Owner.

2. Submit completed application through Owner’s project management software.

3. Comply with requirements in 00 72 00 – Part 7 Payment and Completion.

4. Comply with requirements in 00 73 49 - Prevailing Wage Compliance.

5. Application Preparation:

a. Complete every entry on form.

1) Entries shall match data on the Schedule of Values and Contractor's Construction Schedule.

b. Use updated schedules if revisions were made.

c. Include amounts of Change Orders issued before last day of construction period covered by application.

d. Owner’s Representative will return incomplete applications without action.

6. Submit completed signed and notarized application to the Owner via Owner’s project management software.

a. Final submitted application shall be signed by person authorized to sign legal documents on behalf of contractor.

B. Initial Payment

Payment Procedures 01 29 00 - 2

1. Initial Application for Payment: Administrative actions and submittals that must precede or coincide with submittal of first Application for Payment include the following:

a. List of subcontractors.

b. Apprenticeship Utilization Requirements. See Section 00 73 44.

c. Approved Schedule of Values.

d. Approved Contractor's Construction Schedule

e. Approved Submittals Schedule

f. List of Contractor’s staff assignments

g. Approved Contractor and Subcontractor site specific Safety Program.

See 00 72 00 3.23 – Safety Program.

h. List of Contractor's principal consultants.

i. Copies of authorizations and licenses from authorities having jurisdiction for performance of the Work.

j. Initial progress report.

k. Certificates of current insurance coverage.

l. Statement of Intent to Pay Prevailing Wages as required in Section 00

73 49.

C. Progress Payments

1. Application for Payment Times: The date for each progress payment is indicated in Section 00 72 00 – Part 7. The period of construction Work covered by each Application for Payment is the period indicated in the Agreement

2. Application for Payment Times: Submit Progress payments to Owner’s Representative by the 20th of the month. The period covered by each Application for Payment is one month, ending on the last day of the month.

3. Submit Payment Application through the Owner’s project management software.

D. Substantial Completion

1. After Owner issues the Certificate of Substantial Completion, submit an Application for Payment showing the Work claimed is substantially complete.

a. Include documentation supporting claim that the Work is substantially complete and a statement showing an accounting of changes to the Contract Sum.

E. Final Payment

1. Comply with requirements in 00 72 00 – Part 7.

2. Submit Final Payment Application with releases and supporting documentation not previously submitted and accepted, including, but not limited to the following:

a. Evidence of completion of Project Closeout requirements.

b. Insurance certificates for products and completed operations where required and proof that taxes, fees, and similar obligations were paid.

c. Updated final statement, accounting for final changes to the Contract

Sum.

d. Final, liquidated damages settlement statement.

e. Complete Final Acceptance form included in Section 00 65 00.

Payment Procedures 01 29 00 - 3

END OF SECTION 01 29 00

Schedule of Values 01 29 73 - 1

SECTION 01 29 73

SCHEDULE OF VALUES

PART 1 - GENERAL

1.1 SUMMARY

1. This section specifies administrative and procedural requirements for preparing the Schedule of Values.

1.2 RELATED DOCUMENTS

A. Drawings and the General Provisions of the Contract, including General and Supplementary Conditions and Division 01 Specifications Sections, apply to this section.

1.3 SCHEDULE OF VALUES REQUIREMENTS

A. Schedule of Values submittal requirements

1. Enter Schedule of Values in Owner’s project management software.

a. If agreed to by the Owner’s Representative the Contractor may provide the Schedule of Values in an agreed-upon format other than the project management software. Owner’s Representative will enter the Schedule of Values into the project management software.

2. Schedule: Enter Schedule of Values for review and approval as specified in 00 72 00 – Part 4.

3. Make sum of total scheduled costs equal to Contract Sum.

4. Line items should be broken down into area, phase, and level, so that progress for each line item is easily determined.

a. In general, no single line item should be over $50,000.

b. Provide additional cost breakdown of the submitted line items until Owner accepts level of detail in the Schedule.

5. Provide pricing backup if requested.

6. Provide a breakdown of the Contract Sum in sufficient detail to facilitate continued evaluation of Applications for Payment and progress reports.

7. Application for payment will not be processed without an approved Schedule of Values.

8. Provide a separate line item for each part of the Work where Applications for Payment may include materials or equipment.

9. Closeout & other costs: Include separate line items for these activities in the Schedule of Values. The maximum allowable percentage of the contract total is shown for each item.

a. Closeout Activities and Documents (2%)

b. Punch List activities (2%)

c. Demonstration and Training (1.25%)

Schedule of Values 01 29 73 - 2

d. Mobilization, and Demobilization. Where the percentages indicated are a fraction of the entire contract value. The demobilization line must equal the mobilization line.

10. Round amounts to nearest whole dollar. Total shall equal the Contract Sum.

1.4 RELATED REQUIREMENTS

A. Coordinate preparation of the Schedule of Values with preparation of Contractor's Construction Schedule.

1. Use the Schedule of Values as basis for developing the Application for Payment, for developing Project Construction Schedule and for developing estimated pay request amounts during the contract. Correlate line items in the Schedule of Values with other required administrative forms and schedules including Application for Payment, Submittals Schedule and Contractor's Construction Schedule.

2. Each item in the Schedule of Values and Applications for Payment shall be complete. Include total cost and proportionate share of general overhead and profit for each item.

a. Temporary facilities and other major cost items that are not direct cost of actual work-in-place may be shown either as separate line items in the Schedule of Values or distributed as general overhead expense, at Contractor's option.

b. Schedule Updating: Update the Schedule of Values before the next Application for Payment when Change Orders result in a change in the Contract Sum.

B. Coordinate related requirements specified in other parts of the Project Manual including but not limited to the following:

1. Pierce County General Provisions for Construction Contracts.

2. Division 01 and Division 02-32 Specification Sections.

1.4 FORM AND CONTENT OF SUBMITTAL

A. Enter Schedule of Values into Owner’s project management software.

1. Identify each line item with number and title of respective major Specification Section.

2. In each item include a directly proportionate amount of Contractor’s overhead and profit.

3. For each line item installed, show breakdown by major products or operation under each item.

PART 2 - PRODUCTS (Not Used)

END OF SECTION 01 29 73

Project Management and Coordination 01 31 00 - 1

SECTION 01 31 00

PROJECT MANAGEMENT AND COORDINATION

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes administrative provisions for coordinating construction operations on the Project including, but not limited to, the following:

1. Project Management Software.

2. Coordination.

3. Submittals.

4. Project meetings.

1.2 RELATED DOCUMENTS

A. Section 01 70 00 - Execution Requirements for meeting requirements.

1.3 PROJECT MANAGEMENT SOFTWARE

A. The Owner’s instance of Procore project management software will be used for electronically coordinating and managing project communication and documentation throughout the construction period through and including project closeout.

1. The Owner will provide online access to the software for the Consultant team, Contractor and other team members as requested and agreed to by the Owner at no additional cost to these parties.

2. Items processed through the project management software include but are not limited to:

a. Project Directory

b. Meeting Minutes

c. Applications for Payment

d. Contract modifications

e. Photo documentation

f. Scheduling

g. Submittals including documents, review process and logs.

h. Documents including project drawings

i. Requests for Information (RFI’s) including documents, review process and logs.

1.4 COORDINATION

A. Coordinate construction operations included in different Sections of the Specifications to ensure efficient and orderly installation of each part of the Work.

Project Management and Coordination 01 31 00 - 2

1. Schedule construction operations in logical and efficient sequence where installation of one part of the Work depends on installation of other components, before or after its own installation.

2. Coordinate installation of different components with other contractors to ensure maximum accessibility and avoid “trade stacking”.

3. Make adequate provisions to accommodate items scheduled for later installation.

4. Where availability of space is limited, coordinate installation of different components to ensure maximum performance and accessibility for required maintenance, service, and repair of all components, including mechanical and electrical.

B. Prepare written communication to each party involved in coordinating a particular item or type of work, outlining special procedures required for coordination. Include such items as required notices, reports, and list of attendees at meetings.

1. Include Owner on all communication.

C. Administrative Procedures: Coordinate scheduling and timing of required administrative procedures with other construction activities and activities of other contractors to avoid conflicts and to ensure orderly progress of the Work. Such administrative activities include, but are not limited to, the following:

1. Preparation of Contractor's Construction Schedule.

2. Preparation of the Schedule of Values.

3. Installation and removal of temporary facilities and controls.

4. Delivery and processing of submittals.

5. Progress meetings.

6. Preinstallation conferences.

7. Project closeout activities.

1.5 SUBMITTALS

A. Coordination Drawings: Prepare Coordination Drawings in the following circumstances:

1. Limited space availability necessitates maximum utilization of space for efficient installation of different components.

2. Coordination is required for installation of products and materials fabricated by separate entities.

3. Content: Project-specific information, drawn accurately to scale. Do not base Coordination Drawings on reproductions of the Contract Documents or standard printed data. Include the following information, as applicable:

a. Indicate functional and spatial relationships of components of architectural, structural, civil, mechanical, and electrical systems.

b. Indicate dimensions shown on the Contract Drawings and make specific note of dimensions that appear to be in conflict with submitted equipment and minimum clearance requirements. Provide alternate

Project Management and Coordination 01 31 00 - 3 sketches to Engineer for resolution of such conflicts. Minor dimension changes and difficult installations will not be considered changes to the Contract.

4. Maximum sheet size: 22 inches by x 34 inches.

5. Format: PDF format unless otherwise indicated.

6. Refer to individual Sections for Coordination Drawing requirements for Work in those Sections.

7. See 01 33 00 Submittal Procedures” for submittal requirements.

1.6 PROJECT MEETINGS

A. General: Schedule and conduct meetings and conferences at Project site, unless otherwise indicated.

1. Attendees: Inform participants and others involved, and individuals whose presence is required, of date and time of each meeting. Notify all interested project participants of scheduled meeting dates and times.

2. Agenda: Prepare the meeting agenda. Distribute the agenda to all invited attendees.

3. Minutes: Record significant discussions and agreements achieved. Distribute the meeting minutes to everyone concerned within three days of the meeting.

B. Preconstruction Conference: Schedule preconstruction conference before starting construction. Meeting shall be, at a time convenient to attendees, but no later than 15 days after execution of the Agreement. Hold the conference at Project site or another convenient location. Conduct the meeting to review responsibilities and personnel assignments.

1. Attendees: Authorized representatives of Owner, Consultant, Contractor and its superintendent; major subcontractors; suppliers; and other concerned parties shall attend the conference. All participants at the conference shall be familiar with Project and authorized to conclude matters relating to the Work.

2. Agenda: Discuss items of significance that could affect progress, including the following:

a. Tentative construction schedule.

b. Phasing.

c. Critical work sequencing and long-lead items.

d. Designation of key personnel and their duties.

e. Procedures for processing field decisions and Change Orders.

f. Procedures for Requests for Interpretations (RFIs).

g. Procedures for testing and inspecting.

h. Procedures for processing Applications for Payment.

i. Distribution of the Contract Documents.

j. Submittal procedures.

k. Preparation of Record Documents.

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l. Use of the premises and existing buildings.

m. Work restrictions.

n. Owner's occupancy requirements.

o. Responsibility for temporary facilities and controls.

p. Construction waste management and recycling.

q. Parking availability.

r. Office, work, and storage areas.

s. Equipment deliveries and priorities.

t. First aid.

u. Security and security clearances.

v. Progress cleaning.

w. Working hours.

x. Inadvertent discovery procedures.

3. Minutes: Record and distribute meeting minutes.

C. Pre-installation Conferences: Conduct a preinstallation conference at Project site before each construction activity that requires coordination with other construction.

1. Attendees: Installer and representatives of manufacturers and fabricators involved in or affected by the installation and its coordination or integration with other materials and installations that have preceded or will follow, shall attend the meeting.

2. Agenda: Review progress of other construction activities and preparations for the activity under consideration, including requirements for the following:

a. The Contract Documents.

b. Options.

c. Related Requests for Interpretations (RFIs).

d. Related Change Orders.

e. Purchases.

f. Deliveries.

g. Submittals.

h. Review of mockups.

i. Possible conflicts.

j. Compatibility problems.

k. Time schedules.

l. Weather limitations.

m. Manufacturer's written recommendations.

n. Warranty requirements.

o. Compatibility of materials.

p. Acceptability of substrates.

q. Temporary facilities and controls.

r. Space and access limitations.

s. Regulations of authorities having jurisdiction.

Project Management and Coordination 01 31 00 - 5

t. Testing and inspecting requirements.

u. Installation procedures.

v. Coordination with other work.

w. Required performance results.

x. Protection of adjacent work.

y. Protection of construction and personnel.

3. Record significant conference discussions, agreements, and disagreements, including required corrective measures and actions.

4. Reporting: Distribute minutes of the meeting to each party present and to parties who should have been present.

5. Do not proceed with installation if the conference cannot be successfully concluded. Initiate whatever actions are necessary to resolve impediments to performance of the Work and reconvene the conference at earliest feasible date.

D. Progress Meetings: Conduct progress meetings at weekly intervals.

1. Attendees: In addition to Owner Representative, each contractor, subcontractor, supplier, and other entity concerned with current progress or involved in planning, coordination, or performance of future activities shall be represented at these meetings.

a. All participants at the conference shall be familiar with Project and authorized to conclude matters relating to the Work.

b. Distribute agenda for next meeting at least two days prior to meeting date.

2. Agenda: Review and correct or approve minutes of previous progress meeting.

a. Review other items of significance that could affect progress. Include topics for discussion as appropriate to Project status.

b. Contractor's Construction Schedule:

1) Review progress since the last meeting.

2) Determine whether each activity is on time, ahead of schedule, or behind schedule in relation to Contractor's approved Construction Schedule.

3) Determine how construction behind schedule will be expedited;

secure commitments from parties involved to do so.

4) Discuss whether schedule revisions are required to ensure that current and subsequent activities will be completed within the Contract Time.

5) Review 3-week look-ahead schedule.

c. Review present and future needs of each entity present, including the following:

1) Key Project Dates

2) Safety

3) Neighborhood or Staff Issues

4) Schedule

Project Management and Coordination 01 31 00 - 6

5) RFI’s

6) Submittals

7) Contract Changes

8) Pay Applications

9) Permitting and Inspections

10) Business Log

11) Interface requirements.

12) Sequence of operations.

13) Deliveries.

14) Off-site fabrication.

15) Access.

16) Site utilization.

17) Temporary facilities and controls.

18) Work hours.

19) Hazards and risks.

20) Progress cleaning.

21) Quality and work standards.

22) Status of correction of deficient items.

23) Field observations.

24) Status of Proposal Requests.

25) Pending changes.

26) Change Order status

27) Pending claims and disputes.

28) Documentation of information for Application for Payment

3. Minutes: Meeting minutes will be recorded by the Contractor. Contractor will distribute minutes through the Owner’s project management software after Owner has reviewed and approved the minutes.

a. Include current RFI log & Submittal log as attachments with the meeting minutes.

b. Revise Contractor's Construction Schedule after each progress meeting where revisions to the schedule have been made or recognized. Issue revised schedule concurrently with the report of each meeting.

c. Minutes will be distributed to meeting attendees. Attendees are responsible for forwarding to other interested parties.

E. Project Safety Meetings: Comply with requirements in 00 72 00 – Part 3

1. Upload meeting minutes including sign-in sheets to Owner’s Project management software within 3 days of meeting.

Project Management and Coordination 01 31 00 - 7

END OF SECTION 01 31 00

Construction Progress Documentation 01 32 00 - 1

SECTION 01 32 00

CONSTRUCTION PROGRESS DOCUMENTATION

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes administrative and procedural requirements for documenting the progress of construction during performance of the Work, including the following:

1. Contractor's Construction Schedule.

2. Submittals Schedule.

3. Daily construction reports.

4. Field condition reports.

1.2 RELATED DOCUMENTS

A. Division 00 sections for Conditions of the Contract.

B. Section 01 11 00 “Summary of Work” for project schedule items and dates.

1.3 DEFINITIONS

A. Activity: A discrete part of a project that can be identified for planning, scheduling, monitoring, and controlling the construction project. Activities included in a construction schedule consume time and resources.

1. Critical activities are activities on the critical path. They must start and finish on the planned early start and finish times.

2. Predecessor Activity: An activity that precedes another activity in the network.

3. Successor Activity: An activity that follows another activity in the network.

B. CPM: Critical Path Method: A method of planning and scheduling a construction project where activities are arranged based on activity relationships. Network calculations determine when activities can be performed and the critical path of Project.

C. Critical Path: The longest connected chain of interdependent activities through the network schedule that establishes the minimum overall Project duration and contains no float.

D. Float: The measure of leeway in starting and completing an activity.

E. Fragnet: A partial or fragmentary network that breaks down activities into smaller activities for greater detail.

F. Major Area: A story of construction, a separate building, or a similar significant construction element.

1.4 SUBMITTALS

A. Submit as specified in Section 01 33 00 “Submittal Procedures”.

Construction Progress Documentation 01 32 00 - 2

B. Format: Submit in Owner’s project management software unless otherwise indicated.

C. Submittal Process Schedule: The submittal schedule will be produced in Owner’s project management software based on the project specification requirements.

Contractor to ensure that the submittal register therein is complete and accounts for all products, methods, requirements, etc.

D. Contractor's Construction Schedule: Indicate the entire schedule for entire construction period.

E. Daily Construction Reports: Submit reports in Owner's project management software.

1. PDF attachments are acceptable but must be uploaded to a Daily Report entry in the software.

F. Field Condition Reports: Submit Report in Owner's project management software at time of discovery of differing conditions.

1. Notify the Owner separately via email at the same time.

1.5 COORDINATION

A. Coordinate preparation and processing of schedules and reports with performance of construction activities and with scheduling and reporting of separate contractors.

B. Coordinate Contractor's Construction Schedule with the Schedule of Values, List of Subcontracts, Submittals Schedule, Progress Reports, Payment Requests, and other required schedules and reports.

1. Secure time commitments for performing critical elements of the Work from parties involved.

2. Coordinate each construction activity in the network with other activities and schedule them in proper sequence.

PART 2 - PRODUCTS

2.1 SUBMITTAL PROCESS SCHEDULE

A. Prepare Submittals Schedule arranged in chronological order by dates required by construction schedule. Include time required for review, resubmittal, ordering, manufacturing, fabrication, and delivery when establishing dates.

1. Coordinate Submittals Schedule with list of subcontracts, the Schedule of Values, and Contractor's Construction Schedule.

2. Submit concurrently with the first complete submittal of Contractor's Construction Schedule.

2.2 CONTRACTOR'S CONSTRUCTION SCHEDULE, GENERAL

A. Time Frame: Extend schedule from date established for the Notice to Proceed to date of Final Completion.

1. Contract completion date shall not be changed by submission of a schedule that shows a revised completion date, unless specifically authorized by Change Order.

Construction Progress Documentation 01 32 00 - 3

B. Activities: Treat each story or separate area as a separate numbered activity for each principal element of the Work. Comply with the following:

1. Activity Duration: Define activities so no activity is longer than 5 days, unless specifically allowed by Owner.

2. Procurement Activities: Include procurement process activities for long lead items and major items, requiring a cycle of more than 60 days, as separate activities in schedule.

a. Procurement cycle activities include, but are not limited to, submittals, approvals, purchasing, fabrication, and delivery.

3. Submittal Review Time: Include review and resubmittal times indicated in Section 01 33 00 "Submittal Procedures" in schedule. Coordinate submittal review times in Contractor's Construction Schedule with Submittals Schedule.

4. Startup and Testing Time: Include not less than 10 days for startup and testing.

5. Substantial Completion: Indicate completion in advance of date established for Substantial Completion and allow time for Owner’s administrative procedures necessary for certification of Substantial Completion.

C. Constraints: Include constraints and work restrictions indicated in the Contract Documents and as follows in schedule and show how the sequence of the Work is affected.

1. Work Stages: Indicate important stages of construction for each major portion of the Work.

2. Work by Owner: Include a separate activity for each portion of the Work performed by Owner.

a. Coordination with existing construction.

b. Limitations of continued occupancies.

c. Uninterruptible services.

d. Partial occupancy before Substantial Completion.

e. Use of premises restrictions.

f. Provisions for future construction.

g. Seasonal variations.

h. Environmental control.

3. Work Stages: Indicate important stages of construction for each major portion of the Work.

D. Milestones: Include milestones indicated in the Contract Documents in schedule, including, but not limited to, the Notice to Proceed, Mobilization, Substantial Completion, and Final Completion.

E. Contract Modifications: For each proposed contract modification and concurrent with its submission, prepare a time-impact analysis using fragnets to demonstrate the effect of the proposed change on the overall project schedule.

Construction Progress Documentation 01 32 00 - 4

2.3 CONTRACTOR'S CONSTRUCTION SCHEDULE

A. Gantt-Chart Schedule: Submit a comprehensive, fully developed, horizontal Gantt-chart-type of Contractor's Construction Schedule within 10 days of the Notice to Proceed in PDF format. Base schedule on the Preliminary Construction Schedule as well as updating, and feedback received since the start of Project. Owner shall review and upon Owner acceptance this submittal shall act as the Baseline Schedule for the project.

B. Preparation: Indicate each significant construction activity separately. Identify first workday of each week with a continuous vertical line.

1. No single activity that may be reasonably split into phases/areas/sections/etc.

should have a duration longer than 10 working days.

2.4 COMPLETION TIMES

A. Schedule and phasing are critical for the timely completion of this Work. The following schedule and milestone dates align with the funding requirements and ongoing public usage of the site and are critical to achieve in order to allow timely occupancy of portions of the Work and ultimately complete the project in accordance with the funding requirements

1. It is the Contractors responsibility to plan the working hours to accommodate Pierce County Parks and Recreation activities and to minimize disruptive noise, odors, dust, or any other construction related disruptions or impediments. Costs related to phasing, scheduling, extra effort or special work schedules required to complete the Work by the indicated substantial completion dates shall be included in the Contractors Bid amount.

2.5 REPORTS

A. Daily Construction Reports: Prepare a daily construction report recording the following information concerning events at Project site:

1. List of subcontractors at Project site.

2. Equipment at Project site.

3. Material deliveries.

4. High and low temperatures and general weather conditions.

5. Accidents.

6. Stoppages, delays, shortages, and losses.

7. Meter readings and similar recordings.

8. Orders and requests of authorities having jurisdiction.

9. Services connected and disconnected.

B. Field Condition Reports: Immediately on discovery of a difference between field conditions and the Contract Documents, prepare and submit a detailed report.

Submit with a Request for Information using the Owner’s Construction Management

Construction Progress Documentation 01 32 00 - 5

Software. Include a detailed description of the differing conditions, together with recommendations for changing the Contract Documents.

C. Construction Photographs: Photograph project progress and include on Daily Construction Reports and Field Condition Reports. Photographs shall be in focus, to clearly show the Work. Photographs with blurry or out-of-focus areas will not be accepted.

1. Digital Images: All digital images should be exactly as originally recorded in the digital camera, without alteration, manipulation, editing, or modifications using image-editing software.

2. Field Office Images: Maintain one set of images in the field office at Project site, available at all times for reference. Identify images same as those submitted to Owner/Consultant.

a. Date and Time: Include date and time in filename for each image.

3. Flag construction limits before taking construction photographs.

4. Before starting work, take minimum eight photographs of each work area included in the project and areas immediately adjacent to the buildings to accurately record physical conditions at start of construction.

a. Include photos of interior and exterior conditions.

D. Periodic Construction Photographs: Take minimum 25 digital photographs weekly.

Select vantage points to show status of construction and progress since last…

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