Department of Public Safety Standards

Vehicle Access Gates Replacement

Specifications

27 April, 2026

Division 1 - 32

Department of Public Safety Standards - Vehicle Access Gates Replacement Table of Contents

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SECTION 00 01 10

TABLE OF CONTENTS

PROCUREMENT AND CONTRACTING REQUIREMENTS

DIVISION 00 -- PROCUREMENT AND CONTRACTING REQUIREMENTS

00 01 10 - Table of Contents

SPECIFICATIONS

DIVISION 01 -- GENERAL REQUIREMENTS

01 10 01 - General Division Division 1

01 22 00 - Unit Prices

01 25 01 - Substitution Request Form

DIVISION 02 -- EXISTING CONDITIONS

02 41 00 - Demolition

DIVISION 03 -- CONCRETE

03 30 00 - Cast-in-Place Concrete

DIVISION 10 -- SPECIALTIES

10 90 00 - Miscellaneous Specialties

DIVISION 26 -- ELECTRICAL

26 00 01 - General Electrical Provisions

26 00 20 - Electrical Demolition

26 00 26 - Submittals and Shop Drawings

26 05 19 - Building Wire and Cables

26 05 26 - Grounding

26 05 29 - Supporting Devices

26 05 33 - Raceways and Fittings

26 05 33.16 - Outlet, Junction, and Pull Boxes

26 05 53 - Electrical Identification

26 05 60 - Overcurrent Protective Devices

Vehicle Access Gates Replacement Table of Contents

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26 05 83 - Wire Connections

DIVISION 28 -- ELECTRONIC SAFETY AND SECURITY

28 05 33 - Access Control System

DIVISION 32 -- EXTERIOR IMPROVEMENTS

32 17 23 - Pavement Markings

32 31 19 - Decorative Metal Fences and Gates

Vehicle Access Gates Replacement General Division 1

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SECTION 01 10 01

GENERAL DIVISION 1

OUTLINE SPECIFICATIONS

INTENT

A. Responsibility is placed on the General Contractor to adhere to current manufacturers’ standards, industry standards, applicable code requirements, and best building practices in the execution and/or implementation of the products and systems outlined herein, and in conjunction with those illustrated and/or described in the Construction Drawings.

DIVISION 0 - PROCUREMENT

GENERAL CONDITIONS

CORRELATION, INTER-RELATIONSHIP, AND INTENT OF THE CONTRACT DOCUMENTS

A. The intent of the Contract Documents is to include all items and all effort necessary for the proper execution and completion of the Work by the Contractor. The Contract Documents are complementary and interrelated, and what is required by one shall be as binding as if required by all. Performance by the Contractor shall be required to the extent consistent with the

Contract Documents and reasonable inferable from them as being necessary to produce the indicated results.

DIVISION 1 - GENERAL REQUIREMENTS

GENERAL REQUIREMENTS

A. Project Coordination: The General Contractor is responsible for the overall coordination of all trades on the site and the coordination of all demolition and Design-Build services and implementation.

1. This project will need to be completed by June 30, 2027.

B. Protecting existing utilities: Before starting work General Contractor shall determine exact location of any existing utility lines that could be damaged by contract work. General Contractor shall assume that unknown utility lines do exist, and General Contractor shall proceed with caution when working in areas that could conceal unknown utilities. If utility lines are damaged

General Contractor shall remove repair, or replace as directed with no additional cost to the

Owner.

C. Codes: All work shall be in compliance with current Federal, State and Local Codes. General

Contractor shall make available to all subcontractors all reports and requirements issued by the building permit or subsequent inspections by the building officials. This project was designed

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Code with Amendments, local City and County Ordinances, and applicable Plumbing, Mechanical, Fire and Electrical codes.

PROJECT MANAGEMENT AND COORDINATION

A. Project Communication: All communication to the design team should go through the Architect.

B. Progress Meetings: Conduct progress meetings at bi-weekly intervals, unless directed by

Owner or Owner's Representative to be required at a more frequent level. Representatives of

Owner, Architect and General Contractor shall attend these meetings. Subcontractors and suppliers should not attend except as appropriate to achieve resolution to an issue that the

General Contractor's representatives can not otherwise fully represent. All participants at the meeting shall be familiar with project and authorized to conclude matters relating to the Work.

1. General Contractor shall make physical arrangements for the progress meeting, document the activities and decisions discussed during each meeting and distribute the meeting minutes.

2. The construction schedule shall be reviewed at all meetings.

C. General Contractors Construction Schedule: Prior to commencement of Work, General

Contractor to provide schedule from date established for commencement of the Work to the date of Final Completion. Define activities so no activity is longer than 20 days showing careful evaluation of all construction operations.

D. Request for Information (RFI): The General Contractor shall prepare and submit an RFI in the form specified immediately on discovery of the need for additional information, or interpretation of the Contract Documents, or should questions, conflicts, or requests for additional clarification arise during the review of the Construction Drawings or Outline Specifications. Architect will review each RFI, determine action required, and return it. Allow seven (7) working days for

Architect's response for each RFI.

1. RFI Form: Use AIA Document G716 unless other form has been agreed upon by Owner, Architect and General Contractor.

E. Submittal Procedures:

1. The General Contractor shall coordinate timely preparation and processing of submittals with performance of construction activities. Each submittal shall be transmitted sufficiently in advance of performance of related activities to avoid delay. The General Contractor shall coordinate each submittal with approval process, fabrication, purchasing, testing, delivery, other submittals, and related activities that require sequential activity.

a. General Contractor shall anticipate multiple reviews by Architect and schedule accordingly.

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2. General Contractor shall review, edit, date and approve with signature each submittal prior to submitting to Architect. Submittals may be returned without review by Architect if the aforementioned has not been provided.

a. Dimensional coordination is the responsibility of the General Contractor.

3. Submittal requirements:

a. General:

1) Product and shop drawing submittals may be provided electronically.

2) If the submittal is in paper form, submit additional copies if required for review by

Architect's sub-consultants.

b. Product Data Submittals: Submit manufacturer's standard published data intended for the use on the project. Mark each copy to identify applicable products, models, options, and other data. Supplement manufacturers' standard data to provide information specific to this project.

c. Shop Drawing Submittals prepared specifically for this project;

1) Provide the following:

(a) General: Indicate information pertinent to the installation and manufacture of the specified product or component. Provide complete visual reinterpretation of the contract documents delineating the installers approach to the fabrication and installation of their portion of the work.

(b) Electrical components: Indicate utility and electrical characteristics, utility connection requirements, and location of utility outlets for service for functional equipment and appliances.

d. Sample Submittals: Illustrate functional and aesthetic characteristics of the product, with integral parts and attachment devices. Coordinate sample submittals for interfacing work.

1) A minimum of two (2) samples of proposed products shall be submitted for review (Architect will return one approved sample to the General Contractor and retain one set of samples for field comparison).

4. The Architect will review and return initial submittals within ten (10) business days, except for submittals which require coordination with subsequent submittals where delay is warranted to await the subsequent submittal.

DELEGATED DESIGN REQUIREMENTS

A. Work included: Certain components of the Work of this project are Delegated-Designed.

Delegated-Designed components of the Work of the project are those components which are not designed and detailed by the project Architect/Engineer of Record (A/E). These components must be designed by the Delegated-Design Engineer. The A/E has the responsibility to establish the design criteria which meet minimum code requirements for all aspects of the Work of the project, including Delegated-Designed components. It is the

General Contractor's responsibility to coordinate and assume or assign to subcontractors the complete responsibility for the design, calculations, preparation of submittals, fabrication, transportation and installation of the Delegated-Designed portions or components as required.

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The General Contractor is responsible for the submission of all Delegated-Design documents to the City of Salem, OR required for the separate approval for each Delegated-Design component; there are NO EXCEPTIONS.

B. Provide Delegated-Design submittal to Architect for review prior to submittal to the Authority

Having Jurisdiction. The Architect of Record's review of Delegated-Design submittals shall be for general conformance with the design intent solely to satisfy the Architects obligations as registered design professional in responsible charge and shall not lessen the General

Contractor's responsibility nor shift the responsibility from the General Contractor, to the Owner nor to the A/E. The Owner shall not be responsible to pay for any delays, additional products, additional hours of work or overtime, restocking or rework required due to failure by the General

Contractor to coordinate their work with the work of other trades on the project or to provide the

Delegated-Design portion or component in a timely manner to meet the schedule of the project.

C. City of Salem, OR Requirements: Follow the City of Salem, OR requirements current at the time of submission. The General Contractor is responsible for coordination and submission of all material required by the City, so the City's review will not adversely affect the construction schedule. Prior to the date of payment of the building permit fee and issuance of the primary building permit, the General Contractor shall meet with City to verify the Delegated-Design components and how they are to be submitted and processed.

D. Delegated-Design components of the work:

1. Section 03 30 00 - Cast-in-Place Concrete

2. Section 32 31 19 - Fences and Gates, provide engineered drawings and calculations for gate posts and foundation structure

REFERENCES

A. General: All references quoted to be met by their respective latest addition.

QUALITY REQUIREMENTS

A. All work shall comply with requirements of the Building Code for Special Inspections required by Local Building Codes. All fees for testing service will be paid by the Owner. Timely notification to the appropriate testing laboratory will be the responsibility of the General

Contractor.

B. Mock-up/Field Samples:

1. Product approved submittals are required prior to preparing field samples

C. Conflicting Requirements

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1. Conflicting Standards and Other Requirements: If compliance with two or more standards or requirements are specified and the standards or requirements establish different or conflicting requirements for minimum quantities or quality levels, comply with the most stringent requirement. Refer conflicting requirements that are different, but apparently equal, to Architect for direction before proceeding.

2. Minimum Quantity or Quality Levels: The quantity or quality level shown or specified shall be the minimum provided or performed. The actual installation may comply exactly with the minimum quantity or quality specified, or it may exceed the minimum within reasonable limits. To comply with these requirements, indicated numeric values are minimum or maximum, as appropriate, for the context of requirements. Refer uncertainties to Architect for a decision before proceeding.

3. Dimensioning Hierarchy:

a. Dimensioning constraints of "Align", "Clear", "Min", "Max" and similar will be considered of a higher importance than absolute dimensions. When such constraints conflict with absolute dimensions, notify the Architect for confirmation of the importance hierarchy for the conflicting dimensions.

TEMPORARY FACILITIES

A. The General Contractor shall arrange for and be responsible for all temporary facilities during construction including but not limited to: power, water and any other necessary utilities and sanitary facilities.

B. Temporary Barricades: Provide all necessary to protect against injury and protect project against damage and unauthorized intrusion.

C. Temporary Fire Protection: Provide and maintain necessary facilities and equipment to protect project against fire damage and to meet requirements of Section 3302 of the OSSC.

D. Temporary Electricity: Ascertain where electrical service is available, provide required connections, and extend system to work area. General Contractor shall provide his own grounded UL approved extension cords. General Contractor shall provide his own power and distribution system for field welders and any other special power beyond that specified herein.

E. Temporary Vertical Transportation: General Contractor shall provide and pay costs for temporary stairs, ramps, personnel hoists, chutes, etc., required for execution of work of all trades. General Contractor shall provide material hoists and scaffolds.

F. Facilities removal: Remove temporary facilities, at project completion, or sooner, if directed.

Repair damage, if any, resulting from temporary facilities.

PRODUCTS

A. General: Prepare substrate and install all products specified in the construction documents unless otherwise approved in writing by Owner prior to installation following manufacturer's

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1. All products to be installed in an in-door environment shall meet VOC requirements as per SAQMD 1168 - South Coast Air Quality Management District Rule No.1168; current edition; www.aqmd.gov.

B. Field Conditions: Store all products per manufacturer's written recommendation.

C. Dimensions: Unless noted otherwise see drawings for all sizes.

D. Protection: Do not permit contact with, the storage of materials on, or traffic over unprotected finished surfaces.

PRODUCT SUBSTITUTION PROCEDURES:

A. Product Options:

1. Products specified by naming one or more manufacturers with a provision for substitutions: Submit a request for substitution for any manufacturer not named.

B. Document each request with complete data substantiating compliance of proposed substitution with Contract Documents.

C. A request for substitution constitutes a representation that the submitter:

1. Has investigated proposed product and determined that it meets or exceeds the quality level of the specified product.

2. Will provide the same warranty for the substitution as for the specified product.

3. Will coordinate installation and make changes to other Work that may be required for the Work to be complete with no additional cost to Owner.

4. Has verified that proposed substitution does not affect dimensions shown on drawings.

5. Waives claims for additional costs or time extension that may subsequently become apparent.

6. Has verified that service parts are available locally or readily obtainable for proposed substitution.

7. Has verified that proposed substitution has no adverse effect on other trades, construction schedule, or specified warranty requirements.

8. Will pay for changes to building design, including engineering design, and detailing.

D. Substitutions will not be considered when they are indicated or implied on shop drawing or product data submittals, without separate written request, or when acceptance will require revision to the Contract Documents.

E. Substitution Submittal Procedure:

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1. Use attached Section 01 25 01 - Substitution Request Form.

2. Limit each request to one proposed substitution.

3. Submit shop drawings, product data, and certified test results attesting to the proposed product equivalence. Burden of proof is on proposer.

4. The Architect will notify General Contractor in writing of decision to accept or reject request within seven (7) business days.

CUTTING AND PATCHING

A. Restore cut or removed work with new products to provide work complete in accordance with

Contract Documents. Maintain original fire-resistance ratings. Where patching occurs, refinish surface to provide even finish to match adjacent surfaces.

B. Cutting or drilling of structural members is not permitted unless indicated on the drawings or otherwise pre-approved. All proposed cutting or drilling of structural members not indicated on the drawings or otherwise pre-approved shall be coordinated with the Architect prior to beginning work. Allow seven (7) working days to process additional proposals.

CLEANING AND WASTE MANAGEMENT

A. General: Comply with governing codes, regulations and ordinances, and anti-pollution requirements.

B. Cleaning During Construction: Periodically clean to maintain work, site and adjacent properties free from accumulations of waste, rubbish, and windblown debris, resulting from constructions operations. Provide on-site containers for the collection of waste, debris and rubbish, separating these items following the requirements of the local recycling jurisdictions.

Periodically remove waste material, debris and rubbish and legally dispose of away from project site.

C. Final Cleaning: Remove waste, debris, and surplus material from project site. Clean paved surfaces of stains, spills and foreign substances, and sweep clean. Clean light fixtures and lamps. Remove waste, debris and foreign matter from roofs and roof drainage system. Maintain structure and components clean until substantial completion.

DEMOLITION, SALVAGE & REUSE

A. The architectural drawings show typical demolition plans. Not all items that are required to be removed may be shown on the typical drawings, and the General Contractor shall coordinate the demolition of items that are not shown in order to successfully perform subsequent work outlined in the drawings. The General Contractor shall coordinate and perform all of the

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B. Provide a Waste Management Plan, prior to beginning construction, demonstrating that recyclable materials will be redirected back to the manufacturing process or salvaged.

C. The General Contractor shall remove, handle and store items to be salvaged or reused in a manner to protect them from damage. Location of stored items shall be coordinated by the

General Contractor with the Owner in order to avoid interference with existing facility operations. The General Contractor shall coordinate with the Owner in scheduling the removal of the existing equipment.

CLOSEOUT PROCEDURES

A. Incomplete items (punch list):

1. Provide list of incomplete items to Architect. Organize list of spaces in sequential order, starting with exterior areas first and proceeding from lowest floor to highest floor.

a. The list shall be prepared as a digital word processing or digital spreadsheet document.

2. Certified List of Incomplete Items: Following Architects inspection submit certified copy of

Architect's Substantial Completion inspection list of items to be completed or corrected (punch list), endorsed and dated by Architect. Certified copy of the list shall state that each item has been completed or otherwise resolved for acceptance.

B. Provide project closeout and Owner manual documentation and record documents to Owner.

1. Assemble a complete set of operation and maintenance data indicating the operation and maintenance of each system, subsystem, and piece of equipment not part of a system.

Include operation and maintenance data required.

2. Provide record prints to Owner. Mark record prints to show the actual installation where installation varies from that shown originally.

C. Advise Owner of pending insurance changeover requirements.

D. Make final changeover of permanent locks and deliver keys to Owner. Advise Owner's personnel of changeover in security provisions.

E. Complete startup and testing of systems and equipment.

F. Perform preventive maintenance on equipment used prior to project completion.

G. Instruct Owner's personnel in operation, adjustment, and maintenance of products, equipment, and systems.

H. Advise Owner of changeover in heat and other utilities.

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I. Participate with Owner in conducting inspection and walkthrough with local emergency responders.

J. Terminate and remove temporary facilities from project site, along with mockups, construction tools, and similar elements.

K. Complete final cleaning requirements, including touchup painting.

L. Touch up and otherwise repair and restore marred exposed finishes to eliminate visual defects.

END OF SECTION

Vehicle Access Gates Replacement Unit Prices

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SECTION 01 22 00

UNIT PRICES

PART 1 GENERAL

1.1 SECTION INCLUDES

A. List of unit prices, for use in preparing Bids.

B. Measurement and payment criteria applicable to Work performed under a unit price payment method.

1.2 COSTS INCLUDED

A. Unit Prices included on the Bid Form shall include full compensation for all required labor, products, tools, equipment, plant, transportation, services and incidentals; erection, application or installation of an item of the Work; overhead and profit.

1.3 UNIT QUANTITIES SPECIFIED

A. Quantities indicated in the Bid Form are for bidding and contract purposes only. Quantities and measurements of actual Work will determine the payment amount.

1.4 PROCEDURES

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

B. Measurement and Payment: See individual Specification Sections for work that requires establishment of unit prices. Methods of measurement and payment for unit prices are specified in those Sections.

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 schedule of unit prices is included in Part 3. Specification Sections referenced in the schedule contain requirements for materials described under each unit price.

1.5 MEASUREMENT OF QUANTITIES

A. Measurement methods delineated in the individual specification sections complement the criteria of this section. In the event of conflict, the requirements of the individual specification section govern.

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B. Take all measurements and compute quantities. Measurements and quantities will be verified by Architect.

C. Assist by providing necessary equipment, workers, skilled programmers, and personnel as required.

D. Measurement by Volume: Measured by cubic dimension using mean length, width and height or thickness.

E. Linear Measurement: Measured by linear dimension, at the item centerline or mean chord.

1.6 PAYMENT

A. Payment for Work governed by unit prices will be made on the basis of the actual measurements and quantities of Work that is incorporated in or made necessary by the Work and accepted by the Architect, multiplied by the unit price.

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION

3.1 SCHEDULE OF UNIT PRICES

A. Unit Price 1: Two (2) spare raceways at Egress Gate Operator.

1. Description: Where indicated on Drawings, provide (2) spare raceways at Egress Gate Operator. Provide, route, and terminate as indicated. This unit price should be per Keynote 11 at the Egress Gate Operator shown on E000 and Section 26 05 33 - Raceways and Fittings.

2. Unit of Measurement: Lump Sum Amount

B. Unit Price 2: Two (2) spare raceways at Ingress Gate Operator.

1. Description: Where indicated on Drawings, provide (2) spare raceways at Ingress Gate Operator. Provide, route, and terminate as indicated. This unit price should be per Keynote 11 at the Ingress Gate Operator shown on E000 and Section 26 05 33 - Raceways and Fittings.

2. Unit of Measurement: Lump Sum Amount.

C. Unit Price No. 3-26: Existing and New Access Control equipment.

1. Description: Provide Unit Prices for furnishing, and programming as indicated. When indicated, include hours of on-site programming for both existing, and new access control equipment as applicable for Tags/Cards Owner Elects. Programming includes staff name entries, database updating as directed by Owner. Owner may elect multiple Unit Prices, and/or quantities of Unit Prices.

2. Quantities per unit price indicated in ()- e.g. Unit Price 3 has twenty (20) Windshield tags, and one (1) hour of programming.

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3. Unit of Measurement: Lump Sum Amount

D. Unit Price No. 3: (20) TagMaster, or approved compatible Windshield Tags with (1) hour of programming.

E. Unit Price No. 4: (20) TagMaster, or approved compatible Headlight Tags with (1) hour of programming

F. Unit Price No. 5: (20) Tag Master, or approved compatible Cards with (1) hour of programming

G. Unit Price No. 6: (20) TagMaster, or approved compatible ISO Combi-Cards with (2) hours of programming.

H. Unit Price No. 7: (20) TagMaster, or approved compatible Windshield Tags only, no programming.

I. Unit Price No. 8: (20) TagMaster, or approved compatible Headlight Tags only, no programming.

J. Unit Price No. 9: (20) Tag Master, or approved compatible Cards only, no programming.

K. Unit Price No. 10: (20) TagMaster, or approved compatible ISO Combi-Cards only, no programming.

L. Unit Price No. 11: (250) TagMaster, or approved compatible Windshield Tags with (12.5) hours of programming.

M. Unit Price No. 12: (250) TagMaster, or approved compatible Headlight Tags with (12.5) hours of programming.

N. Unit Price No. 13: (250) Tag Master, or approved compatible Cards with (12.5) hours of programming.

O. Unit Price No. 14: (250) TagMaster, or approved compatible ISO Combi-Cards with (25) hours of programming.

P. Unit Price No. 15: (250) TagMaster, or approved compatible Windshield Tags only, no programming

Q. Unit Price No. 16: (250) TagMaster, or approved compatible Headlight Tags only, no programming.

R. Unit Price No. 17: (250) Tag Master, or approved compatible Cards only, no programming.

S. Unit Price No. 18: (250) TagMaster, or approved compatible ISO Combi-Cards only, no programming.

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T. Unit Price No. 19: (750) TagMaster, or approved compatible Windshield Tags only, no programming.

U. Unit Price No. 20: (750) TagMaster, or approved compatible Headlight Tags only, no programming.

V. Unit Price No. 21: (750) Tag Master, or approved compatible Cards only, no programming.

W. Unit Price No. 22: (750) TagMaster, or approved compatible ISO Combi-Cards only, no programming.

X. Unit Price No. 23: (1000) TagMaster, or approved compatible Windshield Tags only, no programming.

Y. Unit Price No. 24: (1000) TagMaster, or approved compatible Headlight Tags only, no programming.

Z. Unit Price No. 25: (1000) Tag Master, or approved compatible Cards only, no programming.

AA. Unit Price No. 26: (1000) TagMaster, or approved compatible ISO Combi-Cards only, no programming.

Vehicle Access Gates Replacement Substitution Request Form

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SECTION 01 25 01

SUBSTITUTION REQUEST FORM

TO:

PROJECT:

SPECIFIED ITEM:

SECTION PAGE PARAGRAPH DESCRIPTION

PROPOSED SUBSTITUTION:

1. Attached data includes product description, specifications, drawings, photographs, performance and test data adequate for evaluation of request including identification of applicable data portions.

2. Attached data also includes description of changes to Contract Documents and proposed substitution requires for proper installation.

Undersigned certifies following items, unless modified by attachments, are correct:

1. Proposed substitution does not affect dimensions shown on drawings.

2. Undersigned pays for changes to building design, including engineering design, detailing, and construction costs caused by proposed substitution.

3. Proposed substitution has no adverse effect on other trades, construction schedule, or specified warranty requirements.

4. Maintenance and service parts available locally or readily obtainable for proposed substitution.

Undersigned further certifies function, appearance, and quality of proposed substitution are equivalent or superior to specified item.

Undersigned agrees, if this page is reproduced, terms and conditions for substitutions found in Bidding Documents apply to this proposed substitution.

SUBMITTED BY:

Name (Printed or typed) Contractor Signature (if after award of Contract) _____________________________ For use by A/E Signature O Approved O Approved as noted _____________________________ O Not Approved O Received too late Firm Name _____________________________ By:_____________________________________ Address _____________________________ Remarks:________________________________ City, State, Zip

Date Tel: Fax:

________________________________________________ DATE ___________________

OWNER SIGNATURE (IF AFTER AWARD OF CONTRACT)

Vehicle Access Gates Replacement Demolition

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SECTION 02 41 00

DEMOLITION

PART 1 GENERAL

1.1 SECTION INCLUDES

A. Hazardous Materials

B. Selective demolition of built site elements.

1.2 DEFINITIONS

A. Remove: Detach items from existing construction and legally dispose of them off-site, unless indicated to be removed and salvaged or removed and reinstalled.

B. Remove and Salvage: Detach items from existing construction and deliver them to Owner ready for reuse.

C. Remove and Reinstall: Detach items from existing construction, prepare them for reuse, and reinstall them where indicated.

1.3 MATERIALS OWNERSHIP

A. Unless otherwise indicated, demolition waste becomes property of Contractor.

1.4 SUBMITTALS

A. Site Plan: Showing:

1. Vegetation to be protected.

2. Areas for temporary and permanent placement of removed materials.

B. Schedule of Selective Demolition Activities: Indicate the following:

1. Detailed sequence of selective demolition and removal work, with starting and ending dates for each activity. Ensure Owner's other tenants' on-site operations are uninterrupted.

2. Interruption of utility services. Indicate how long utility services will be interrupted.

3. Coordination for shutoff, capping, and continuation of utility services.

C. Project Record Documents: Accurately record actual locations of capped and active utilities and subsurface construction.

D. Submittals due at time of closeout:

1. Inventory: Submit a list of items that have been removed and salvaged.

2. Landfill Records: Indicate receipt and acceptance of hazardous wastes by a landfill facility licensed to accept hazardous wastes.

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1.5 QUALITY ASSURANCE

A. Predemolition Conference: Conduct conference at Project site. Review methods and procedures related to selective demolition including, but not limited to, the following:

1. Inspect and discuss condition of construction to be selectively demolished.

2. Review structural load limitations of existing structure.

3. Review and finalize selective demolition schedule and verify availability of materials, demolition personnel, equipment, and facilities needed to make progress and avoid delays.

4. Review requirements of work performed by other trades that rely on substrates exposed by selective demolition operations.

5. Review areas where existing construction is to remain and requires protection.

B. Landfill Records: Indicate receipt and acceptance of hazardous wastes by a landfill facility licensed to accept hazardous wastes.

1.6 FIELD CONDITIONS

A. Utility Service: Maintain existing utilities indicated to remain in service and protect them against damage during selective demolition operations.

B. Notify Architect of discrepancies between existing conditions and Drawings before proceeding with selective demolition.

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

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

D. Buildings immediately adjacent to demolition area will be occupied. Conduct site demolition so operations of occupied buildings will not be disrupted.

1. Provide not less than 72 hours' notice of activities that will affect operations of adjacent occupied buildings.

2. Maintain access to existing walkways, exits, and other facilities used by occupants of adjacent buildings.

a. Do not close or obstruct walkways, exits, or other facilities used by occupants of adjacent buildings without written permission from authorities having jurisdiction.

PART 2 PRODUCTS

2.1 PERFORMANCE REQUIREMENTS

A. Regulatory Requirements: Comply with governing EPA notification regulations before beginning selective demolition. Comply with hauling and disposal regulations of authorities having jurisdiction.

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B. Standards: Comply with ANSI/ASSE A10.6 and NFPA 241.

PART 3 EXECUTION

3.1 GENERAL PROCEDURES AND PROJECT CONDITIONS

A. Comply with applicable codes and regulations for demolition operations and safety of adjacent structures and the public.

1. Obtain required permits.

2. Take precautions to prevent catastrophic or uncontrolled collapse of structures to be removed; do not allow worker or public access within range of potential collapse of unstable structures.

3. Provide, erect, and maintain temporary barriers and security devices.

4. Conduct operations to minimize effects on and interference with adjacent structures and occupants.

5. Do not close or obstruct roadways or sidewalks without permit.

6. Conduct operations to minimize obstruction of public and private entrances and exits; do not obstruct required exits at any time; protect persons using entrances and exits from removal operations.

7. Obtain written permission from owners of adjacent properties when demolition equipment will traverse, infringe upon or limit access to their property.

B. Do not begin removal until receipt of notification to proceed from Owner.

C. Protect existing structures and other elements that are not to be removed.

3.2 EXISTING UTILITIES

A. Coordinate work with utility companies. Notify utilities before starting work, comply with their requirements, and obtain required permits.

B. Protect existing utilities to remain from damage.

C. Do not disrupt public utilities without permit from authority having jurisdiction.

D. Do not close, shut off, or disrupt existing life safety systems that are in use without at least 7 days prior written notification to Owner.

E. Do not close, shut off, or disrupt existing utility branches or take-offs that are in use without at least 3 days prior written notification to Owner.

F. Locate and mark utilities to remain; mark using highly visible tags or flags, with identification of utility type; protect from damage due to subsequent construction, using substantial barricades if necessary.

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G. Remove exposed piping, valves, meters, equipment, supports, and foundations of disconnected and abandoned utilities.

3.3 SELECTIVE DEMOLITION FOR ALTERATIONS

A. Drawings showing existing construction and utilities are based on casual field observation and existing record documents only.

1. Verify that construction and utility arrangements are as indicated.

2. Report discrepancies to Architect before disturbing existing installation.

B. Remove existing work as indicated and as required to accomplish new work.

C. Services (Including but not limited to Electrical and Telecommunications): Remove existing systems and equipment as indicated.

1. Maintain existing active systems that are to remain in operation; maintain access to equipment and operational components.

2. Remove abandoned pipe, ducts, conduits, and equipment; remove back to source of supply where possible, otherwise cap stub and tag with identification.

D. Protect existing work to remain.

1. Prevent movement of structure; provide shoring and bracing if necessary.

2. Perform cutting to accomplish removals neatly and as specified for cutting new work.

3. Repair adjacent construction and finishes damaged during removal work.

4. Patch as specified for patching new work.

E. Removed and Reinstalled Items:

1. Clean and repair items to functional condition adequate for intended reuse. Paint equipment to match new equipment.

2. Provide sound retardant partitions of construction indicated on drawings in locations indicated on drawings.

3. Pack or crate items after cleaning and repairing. Identify contents of containers.

4. Protect items from damage during transport and storage.

5. Reinstall items in locations indicated. Comply with installation requirements for new materials and equipment. Provide connections, supports, and miscellaneous materials necessary to make item functional for use indicated.

6. See schedule at end of section for list or items to be removed and reinstalled.

3.4 DEBRIS AND WASTE REMOVAL

A. Remove debris, junk, and trash from site.

B. Leave site in clean condition, ready for subsequent work.

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C. Clean up spillage and wind-blown debris from public and private lands.

3.5 SELECTIVE DEMOLITION SCHEDULE

A. Existing Items to Be Removed and Reinstalled:

1. Signs removed to be reinstalled at similar location. See Drawings for locations.

Vehicle Access Gates Replacement Cast-in-Place Concrete

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SECTION 03 30 00

CAST-IN-PLACE CONCRETE

PART 1 GENERAL

1.1 SECTION INCLUDES

A. Concrete formwork.

B. Concrete footings.

C. Concrete reinforcement.

1.2 RELATED REQUIREMENTS

Section 32 31 19 - Decorative Metal Fences and Gates

1.3 REFERENCE STANDARDS

A. ACI 211.1 - Selecting Proportions for Normal-Density and High Density-Concrete - Guide;

2022.

B. ACI 301 - Specifications for Concrete Construction; 2020.

C. ACI 302.1R - Guide to Concrete Floor and Slab Construction; 2015.

D. ACI 304R - Guide for Measuring, Mixing, Transporting, and Placing Concrete; 2000

(Reapproved 2009).

E. ACI 305R - Guide to Hot Weather Concreting; 2020.

F. ACI 306R - Guide to Cold Weather Concreting; 2016.

G. ACI 308R - Guide to External Curing of Concrete; 2016.

H. ACI 318 - Building Code Requirements for Structural Concrete; 2019 (Reapproved 2022).

I. ACI PRC-347 - Guide to Formwork for Concrete; 2014 (Reapproved 2021).

J. ACI SPEC-117 - Specification for Tolerances for Concrete Construction and Materials; 2010

(Reapproved 2015).

K. ACI SPEC-301 - Specifications for Concrete Construction; 2020.

L. ASTM A615/A615M - Standard Specification for Deformed and Plain Carbon-Steel Bars for

Concrete Reinforcement; 2026.

M. ASTM A767/A767M - Standard Specification for Zinc-Coated (Galvanized) Steel Bars for

Concrete Reinforcement; 2024.

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N. ASTM A1064/A1064M - Standard Specification for Carbon-Steel Wire and Welded Wire

Reinforcement, Plain and Deformed, for Concrete; 2015.

O. ASTM C33/C33M - Standard Specification for Concrete Aggregates; 2024a.

P. ASTM C39/C39M - Standard Test Method for Compressive Strength of Cylindrical Concrete

Specimens; 2024.

Q. ASTM C94/C94M - Standard Specification for Ready-Mixed Concrete; 2026.

R. ASTM C109/C109M - Standard Test Method for Compressive Strength of Hydraulic Cement

Mortars (Using 50 mm [2 in.] Cube Specimens); 2024.

S. ASTM C143/C143M - Standard Test Method for Slump of Hydraulic-Cement Concrete; 2026.

T. ASTM C150/C150M - Standard Specification for Portland Cement; 2024.

U. ASTM C171 - Standard Specification for Sheet Materials for Curing Concrete; 2020.

V. ASTM C260/C260M - Standard Specification for Air-Entraining Admixtures for Concrete; 2024.

W. ASTM C494/C494M - Standard Specification for Chemical Admixtures for Concrete; 2024.

X. ASTM C618 - Standard Specification for Coal Ash and Raw or Calcined Natural Pozzolan for

Use in Concrete; 2025a.

Y. ASTM C685/C685M - Standard Specification for Concrete Made by Volumetric Batching and

Continuous Mixing; 2025.

Z. ASTM C827/C827M - Standard Test Method for Change in Height at Early Ages of Cylindrical

Specimens of Cementitious Mixtures; 2023.

AA. ASTM C1059/C1059M - Standard Specification for Latex Agents for Bonding Fresh to

Hardened Concrete; 2024.

BB. ASTM D1751 - Standard Specification for Preformed Expansion Joint Filler for Concrete Paving and Structural Construction (Nonextruding and Resilient Asphalt Types); 2023.

CC. ASTM E1745 - Standard Specification for Plastic Water Vapor Retarders Used in Contact with

Soil or Granular Fill under Concrete Slabs; 2017 (Reapproved 2023).

DD. COE CRD-C 513 - Handbook for Concrete and Cement Corps of Engineers Specifications for

Rubber Waterstops; 1974.

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1.4 DESIGN REQUIREMENTS

A. Design, engineer and construct concrete form work, reinforcement, and concrete mix for concrete footings for steel gates to conform to design and code requirements; resultant concrete to conform to required shape, line and dimension.

B. DESIGN REQUIREMENTS

1. Delegated-Design: Design concrete form work, reinforcement, and concrete mix for concrete footings for steel gates, including comprehensive engineering analysis by a qualified professional engineer, using performance requirements and design criteria indicated.

a. Delegated-Design Requirements: Contractor is responsible for the design and installation of concrete form work, reinforcing, and concrete mix for steel gates that comply with all Codes in effect at project location. Contractor is responsible for attaining special permits as required by the Building Official having jurisdiction over construction at project site. Provide calculations, layouts and other information required for permitting. Coordinate required inspections and attain all required approvals

2. See Section 32 31 19 - Decorative Metal Fences and Gates for requirements for footings for operable steel gates.

1.5 SUBMITTALS

A. Product Data: Submit manufacturers' data on manufactured products showing compliance with specified requirements and installation instructions.

B. Material Certificates: Signed by manufacturer and Contractor; Submit in lieu of laboratory test reports as acceptable to Architect, demonstrate compliance with requirements.

1. Certification of Recycled Material Content in Concrete and Accessories: Documentation of recycled content and that portion that is post consumer and that portion that is post industrial by weight.

a. Include documentation of required wash-down water reused.

2. Certification of compliance with Local / Regional Materials requirements.

3. Provide material cost documentation for redi-mix concrete at plant.

C. Mix Design: Written proposal for each concrete mix and strength required submit 15 days prior to start of Work. The mix design shall list the following

1. All materials and admixtures and their proportions.

2. Water-cement ratio, slump, and aggregate grading.

3. Evidence that mix design meets the strength requirements according to Chapter 5 of ACI 318: Compression test data (field experience method) or results of testing (trial batch method) used to establish mix proportions.

4. Indicate materials sources for principal constituents.

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5. Whether the mix is appropriate for pumping.

6. Evidence of ability of mix to meet requirements for limited shrinkage.

D. Delegated-Design Submittal: For concrete forming and accessories, reinforcing, and concrete mix for concrete footings indicated to comply with performance requirements and design criteria, including analysis data signed and sealed by the qualified professional engineer responsible for their preparation.

E. Submit schedule of concrete placement operations before commencing Work, show on one or more plans or elevations, locations of construction, contraction and expansion joints.

F. Submit Remediation Plan for unacceptable concrete work

1.6 QUALITY ASSURANCE

A. Perform work of this section in accordance with ACI 301 and ACI 318.

B. Follow recommendations of ACI 305R when concreting during hot weather.

C. Follow recommendations of ACI 306R when concreting during cold weather.

D. Manufacturer Qualifications: A firm experienced in manufacturing ready-mixed concrete products and that complies with ASTM C 94/C 94M requirements for production facilities and equipment.

E. Do not perform any remediation without approval of Architect.

1.7 PRE-INSTALLATION CONFERENCE

A. Convene two weeks before starting work of this section.

B. Conduct conference at project site to comply with requirements in Section 01 10 01 - Project

Management and Coordination.

C. Approved submittals are required for this meeting.

PART 2 PRODUCTS

2.1 FORMWORK

A. Formwork Design and Construction: Comply with guidelines of ACI PRC-347 to provide formwork that will produce concrete complying with tolerances of ACI SPEC-117.

B. Form Materials: Contractor's choice of standard products with sufficient strength to withstand hydrostatic head without distortion in excess of permitted tolerances.

1. Form Facing for Exposed Finish Concrete: Contractor's choice of materials that will provide smooth, stain-free final appearance.

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2. Earth Cuts: Do not use earth cuts as forms for vertical surfaces. Natural rock formations that maintain a stable vertical edge may be used as side forms.

3. Form Coating: Release agent that will not adversely affect concrete or interfere with application of coatings.

2.2 REINFORCEMENT MATERIALS

A. Reinforcing Steel: ASTM A615/A615M, Grade 60 (60,000 psi).

1. Type: Deformed billet-steel bars.

2. Finish: Galvanized in accordance with ASTM A767/A767M, Class I, unless otherwise indicated.

B. Steel Welded Wire Reinforcement (WWR): Galvanized, plain type, ASTM A1064/A1064M.

1. Form: Coiled Rolls.

2. WWR Style: 4 x 8-W6 x W10.

C. Reinforcement Accessories:

1. Tie Wire: Annealed, minimum 16 gauge, 0.0508 inch.

2. Provide stainless steel, galvanized, plastic, or plastic coated steel components for placement within 1-1/2 inches of weathering surfaces.

2.3 CONCRETE MATERIALS

A. Cement: ASTM C150/C150M, Type I - Normal Portland type.

1. Acquire cement for entire project from same source.

B. Fine and Coarse Aggregates: ASTM C33/C33M.

1. Acquire aggregates for entire project from same source.

C. Fly Ash: ASTM C618, Class C or F.

1. Report the chemical analysis of the fly ash in accordance with ASTM C311. Evaluate and classify fly ash in accordance with ASTM D5759.

a. Recycled Content: Minimum 20 percent pre-consumer recycled content at contractor's option.

D. Water: Clean and not detrimental to concrete. Do not add water to mix at project site unless letter from concrete supplier is obtained documenting amount of water withheld from mix to be added at project site

2.4 ADMIXTURES

A. Chemical Admixtures: Provide admixtures certified by manufacturer to be compatible with other admixtures and that will not contribute water-soluble…