TECHNICAL SPECIFICATIONS

for

Utah Veterans Cemetery Columbarium Expansion

Construction Documents Bid Set

FAI # UT-25-06

DFCM PROJECT NO.: 26361490

July 01, 2026

07/01/2026

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

REVIEWED FOR

CODE COMPLIANCE

THOMAS PETERSON

07/16/2026

Utah Veteran’s Cemetery Columbarium Expansion Construction Documents Bid Set Utah DFCM Project #: 26361490 Veterans Cemetery Grant Program: FAI # UT-25-06

SECTION 000000 – PAGE 1

CONTENTS

SECTION 000000 – CONTENTS

TABLE OF CONTENTS

Division 01 General Requirements

010000 General Requirements 011100 Summary of Work 014000 Quality Control 017700 Closeout Procedures

Division 02 Existing Conditions

024100 Demolition

Division 03 Concrete

034824 Pre-Cast Concrete Columbarium Units

Division 04 Masonry

044100 Site Stone 044230 Granite Niche Covers

Division 31 Earth Work

311100 Site Clearing 312000 Earthwork 312500 Erosion and Sedimentation Control

Division 32 Exterior Improvements

321313 Site Concrete 323100 Site Improvements and Furnishings 328400 Irrigation Systems 329000 Exterior Planting and Landscaping 329119 Soil Preparation and Fine Grading 329219 Seeding 329223 Sodding

Appendix

Geotechnical Report

SECTION 010000 – PAGE 1

GENERAL REQUIREMENTS

SECTION 010000 - GENERAL REQUIREMENTS

PART 1 – GENERAL

1.1 Related Documents

A. Drawings and general provisions of the Contract, including General Conditions and Division 01 Sections, shall apply to all work stated in this and subsequent sections.

B. Separation of the specifications into divisions and sections is for convenience only and is not intended to establish limits of work.

C. The Specifications (divisions/sections) and Drawings are complimentary, and what is called for by any one shall be as binding as if called for by all. Anything not expressly set forth in either, but which is reasonably implied, shall be furnished and performed the same as if it were both shown and mentioned. It is the intention of the documents to include all labor and materials, equipment, and transportation necessary to complete the work shown or indicated by the drawings or called for in the specifications, in accordance with the best practices prevailing for the work of the various kinds. Materials or work described in words or those which are implied and having a well known trade or technical meaning, shall be held to refer to such recognized standards.

1.2 Project Information

A. Project Name:

Utah Veteran’s Cemetery Columbarium Expansion Utah Department of Veterans and Military Affairs Utah DFCM Project # 26361490

B. Project Location: The construction services will be performed at one location: Veterans

Memorial Park, 17111 S Camp Williams Road, Bluffdale, UT 84065

C. Landscape Architect Identification: The Contract Documents dated July 01, 2026 were prepared for the Project by G. Brown Design, 678 East Vine Street, Suite #10, Murray, Utah, 84107.

1.3 Definitions

A. DFCM (Contracting Agency) Representative shall be:

Guy Wayman DFCM Project Manager Utah Department of Government Operations Division of Facilities Construction & Management 4315 South 2700 West, Floor 3 Taylorsville, UT 84129

(801) 518-0878

1. The above representative or person designated by DFCM and the State of Utah to act in its behalf shall have authority to transmit instructions, receive information, interpret and define policy and decisions, with respect to materials, equipment, elements and systems pertinent to proper execution of the work. Any deviation from the specifications and requirements of the contract must be authorized by the Contracting Agency Representative. In the event the Contractor deviates without approval from Contracting Agency, such deviation will be at the risk of the

SECTION 010000 – PAGE 2

Contractor and any cost related thereto will be borne by the Contractor

B. Utah Department of Veterans and Military Affairs Representative shall be:

Jeff Hanson, Deputy Director - Facilities Utah Department of Veterans & Military Affairs

(801) 763-4428 (office); (801) 897-8762 (cell phone)

1. The above representative or person designated by the Utah DMVA to act in its behalf shall have authority to transmit instructions, receive information, interpret and define policy and decisions, with respect to its standards, requirements, etc., relative to proper execution of the work. The Representative cannot authorize deviations from specifications and requirements of this contract. In the event the Contractor deviates without approval from Contracting Agency, such deviation will be at the risk of the Contractor and any cost related thereto will be borne by the Contractor

C. The A/E Representative shall be:

Mathew Winward or Bryan Nicholas G Brown Design, Inc.

678 East Vine Street, Suite #10 Murray, UT 84107

(801) 575-6066

1. The above representative or person designated by that company to act in its behalf and shall have authority to transmit instructions, receive information, interpret and define decisions to ensure compliance with contract requirements insofar as the work is concerned, and advising the Contracting Agency (DFCM) of any contract issues. The A/E Representative cannot authorize deviations from specifications and requirements of this contract. In the event the Contractor deviates without approval from Contracting Agency, such deviation will be at the risk of the Contractor and any cost related thereto will be borne by the Contractor.

1.4 Procedures

A. This Contractor shall provide all items, materials, operations and methods including all labor, equipment and incidentals necessary for the successful completion of the project.

B. This Contractor shall be duly licensed for the work involved and shall secure all building permits and certificates, and obtain all inspections as might be required for the proper prosecution of the work.

C. This Contractor shall visit the site prior to submitting a bid to adequately determine the scope, intent and requirements of the project and its satisfactory completion.

D. Should the bidder find discrepancies in, or omissions from the contract documents, or should be in doubt as to their meaning, he should notify at once the Project Manager who shall prepare an addendum for all bidders regarding the matter.

1.5 Quality Assurance

A. A Pre-Construction conference will be held before the start of any work, with the Contractor and authorized representatives of the University, to review the drawings, specifications, and applicable requirements pertaining to the work and to establish mutual understanding of procedures and precautions related to the proper prosecution of the work.

1. This conference will be managed by the Owner’s Authorized Representative.

B. The apparent low bidding contractor shall submit to the DFCM, within 24 hours after the

SECTION 010000 – PAGE 3

bid opening, a written list of all sub-contractors he proposes to use in the work.

1. The DFCM and University reserves the right to reject any or all sub-contractors who have previously performed unsatisfactorily for the University or who do not meet the requirements specified in other sections of these specifications.

1.6 Notice to Proceed

A. DFCM will issue the Contractor a "Notice to Proceed" for the contracted work after the pre-construction conference and when all requirements with respect to contract administration, have been satisfied. The notice to proceed date will be that date agreed upon by the DFCM and the Contractor as to when the work on the site will actually begin.

The Contractor shall then be charged in time for each successive calendar day from that date until the work is complete.

1. Any work done prior to the Notice to Proceed, shall be at Contractor's risk.

B. The DFCM will issue the Contractor a “Stop Work Order” should circumstances arise that prevent ongoing construction or if winter weather prohibit completion of the contracted work this year. The DFCM will issue the Contractor a “Resume Work Order” for the remaining work to be completed when conditions allow the work to proceed.

1. Any work done after the “Stop Work Order” is issued and before the “Resume

Work Order” is issued, shall be at Contractor’s risk.

1.7 Liquidated Damages

A Should the Contractor fail to complete the work within the time stated in the Agreement (from the date of Notice to Proceed) or within such additional time as may have been allowed by extension, there shall be deducted from any monies due, or that may become due, the Contractor shall pay Liquidated Damages in the amount as specified in the owner’s bidding documents or as outlined by the Utah DFCM Project Requirements, until work is completed.

PART 2 - PRODUCTS

2.1 Products

A. Materials used by the Contractor or any Sub-contractor shall be new, unless noted otherwise, and shall be of specified quality and furnished in sufficient quantity to facilitate proper and speedy execution of the work. Materials must be delivered to the site in original packaging with labels and trademarks intact.

2.2 Substitutions

A. The contractor may submit for approval materials, fixtures, or equipment other than those specified. To obtain said approval, the Contractor must provide complete product data, the test results that might be required and any other information necessary to substantiate that the material or system is equal to or better than specified. Unless approval of requests is provided in writing, all materials used shall be as specified.

1. Any submittal and/or request for approval must be received by DFCM by the deadline for submitting questions outlined in the invitation to bid or at least seven

(7) calendar days prior to the bidding date.

2. DFCM shall be the final authority in deciding the approval of any request for substitution or deviation from the plans and specifications.

B. Any material or equipment found installed on the site which is not that specified, or

SECTION 010000 – PAGE 4

approved prior to bidding, shall be immediately removed and the specified item(s) installed at no additional cost to the owner.

PART 3 - CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS

3.1 Temporary Utilities

A. The Contractor shall provide service required for construction operations

3.2 Barriers and Enclosures

A. Provide to prevent public entry to work areas and to protect existing trees and plants.

Provide as required to protect existing facilities, improvements and adjacent properties from damage from construction operations. Repair damage at no cost to the Owner.

B. Provide barriers around trees and plants designated to remain. Protect against vehicular traffic, stored materials, dumping, chemically injurious materials, and puddling or continuous running water.

C. Provide protection against weather - rain, winds, storms, frost or heat so as to maintain all work free from injury or damage. New work shall be covered if necessary.

3.3 Security

A. Provide temporary protection for installed products. Control traffic in immediate area to minimize damage.

3.4 Temporary Controls

A. Surface Water, Erosion, and Sediment Control

1. Surface water shall be controlled so that the construction area is not allowed to become wet from runoff from adjacent areas. Surface water shall be directed away from these areas but not directed toward adjacent property, buildings, or any improvement that may be damaged by water. Surface water shall not be allowed to enter sanitary sewers.

2. Maintain excavations free of water. Provide and operate pumping equipment as needed.

3. Prevent erosion and sedimentation.

4. Provide temporary measures such as berms, dikes, and drains, to prevent water flow.

5. Provide and maintain public access road around the work area.

B. Construction Cleaning:

1. All public and private areas used as haul roads shall be continuously maintained and cleaned of all construction caused debris such as mud, sand, gravel, soils, pavement fragments, sod, etc. Care shall be taken to prevent spillage on haul routes. Any such spillage shall be removed immediately and the area cleaned.

2. Public roads shall be maintained in accordance with applicable ordinances and regulations.

3. Throughout all phases of construction, including suspension of work, and until final acceptance of the project, the Contractor shall keep the work site clean and shall remove daily all refuse, dirt, damaged materials, unusable materials, and all other trash or debris that he has created from his construction activities.

4. Materials and equipment shall be removed from the site as soon as they are no longer necessary; and upon completion of the work and before final inspection, the entire work site shall be cleared of equipment, unused materials, and rubbish so as to present a satisfactory, clean and neat appearance. All cleanup costs shall be included in the Contractor's bid.

SECTION 010000 – PAGE 5

C. Dust Control:

1. Dust control measures shall be implemented by application of water to all work areas, storage areas, haul and access roads, or other areas affected by construction.

2. All work shall be in compliance with the Federal, State, and local air pollution standards, and not cause a hazard or nuisance to personnel and the public in the vicinity of the work.

3. Provide positive means to prevent air-borne dust from dispersing into atmosphere.

4. Execute work by methods to minimize raising dust from construction operations.

3.5 Traffic Regulation

A. Control vehicular parking to prevent interference with public traffic and parking, access by emergency vehicles, and Owner’s operations.

B. Monitor parking of construction personnel's vehicles. Construction personnel will be restricted to parking in designated areas only.

C. Prevent parking on or adjacent to access roads or in non-designated areas.

D. Consult with authorities, establish public thoroughfares to be used for haul routes and site access.

E. Confine construction traffic to haul routes and designated construction limits.

PART 4 - METHODS

4.1 Installations

A. The Contractor shall comply with all applicable safety ordinances, including required O.S.H.A. standards.

B. Contractor shall be responsible for all cutting, fitting, and/or patching as may be required to complete the work or to make its several parts fit together properly. During the course of construction, every care shall be taken to prevent damage to existing buildings and landscape elements not a part of the contract. Any damaged areas shall be restored to a "like new" condition at no additional cost to the Owner.

4.2 Permits

A. The Contractor will be responsible for securing all permits that may be required to complete the work in accordance with the General Conditions.

4.3 Field Engineering

A. From information provided on the drawings and provided by the DFCM and Owner as herein specified, the contractor shall establish grades, lines, and levels required for the completion of the work in accordance with the drawings and specifications. The Contractor shall be responsible for all site engineering and layout and shall provide construction staking as necessary. The Contractor shall be responsible for the accurate placement of improvements. Any inconsistencies or problems found during this work shall be reported to the Project Manager before proceeding with the work.

B. The Owner will establish property corners and boundaries when required; The Contractor shall establish vertical and horizontal survey control points for the project.

4.4 Coordination

A. Contractor shall at all times enforce strict discipline and good order among his employees and shall not employ on the project, any unfit person or anyone unskilled in the work assigned to him.

SECTION 010000 – PAGE 6

B. The Contractor and Sub-contractor(s) shall coordinate their work with adjacent work of others and cooperate their efforts so as to facilitate the progress of the project. Each contractor shall afford the other contractor every reasonable opportunity for the installation and/or storage of their materials.

4.5 Utilities

A. The locations of existing underground utilities depicted on the drawings are shown in an approximate way only. The Contractor shall determine the exact location of all existing utilities, whether or not shown on the drawings, before commencing work. He agrees to be fully responsible for any and all damages which might be occasioned by his failure to exactly locate and preserve any and all underground utilities. If damaged or removed, the existing utility shall be restored or replaced by Contractor in as nearly the original condition and location as is reasonably possible, at no cost to the Owner and/or the City.

B. The Contractor shall notify all utility companies, including Blue Stake, whether identified on the site or not, of any required connections to, or modifications or abandonment of, existing lines and/or equipment during the execution of the work. The Contractor shall properly and timely notify each utility company involved so as to properly schedule the work and coordinate necessary inspections and acceptance.

1. All such work shall be done in compliance with each utility company's requirements and standards.

4.6 Clean-up

A. Contractor shall at all times keep premises free from accumulations of waste materials or rubbish; shall immediately remove any demolition debris; and shall, at the completion of the work, leave the area clean and habitable with no additional maintenance work required by the Owner upon acceptance.

4.7 Record Documents

A. Contractor shall maintain one (1) copy of all drawings, specifications, addenda, field orders, approved shop drawings and change orders as "Record Documents".

1. These documents shall be maintained in good condition and marked during construction so as to record all changes and modifications to the work and to document exact dimensions (from permanent features of the site), along with grades and elevations of all exterior and interior underground work, including conduit, piping, valves, and drains.

2. At the completion of the project, documentation of changes will be transferred to mylar reproducible copies of the contract documents and PDF Electronic Copies on Disk. Submit as-builts to landscape architect for review and approval.

4.8 Final Acceptance

A. Before requesting acceptance of the work by the DFCM and the Owner, this Contractor shall have received approval on all building permit required inspections, as administered by the local governing municipality. The Contractor shall also supply proof of payment for all utility costs incurred during construction.

B. The Contractor shall request in writing his intent to have the Owner review and accept the completed project.

1. This request must be submitted to the Owner at least five (5) calendar days prior to the requested observation date in order to give those involved time to schedule attendance.

SECTION 010000 – PAGE 7

a. If the work is found not substantially complete, or if the list of incomplete items is more than a few, the Contractor shall be charged for the time of those in attendance at this meeting. These monies shall be deducted from the amount due the contractor at the end of the project.

4.9 Final Payment

A. The Contractor shall sign and return with his final payment application, a "waiver of lien" document as supplied by the City.

1. This "waiver of lien" form, the "Record Documents", and all operating and maintenance manuals and all guarantees, shall be delivered to the Owner before final payment will be processed.

END OF SECTION 010000

SECTION 011100 – PAGE 1

SUMMARY OF WORK

SECTION 011100 - SUMMARY OF WORK

PART 1 - GENERAL

1.1 Description of Work

The work for this project shall consist of, but not be limited to preparing the site and furnishing all labor materials, and equipment to complete the following improvements with quality workmanship, in a timely manner, and in compliance with project plans and specifications:

Construction Time Schedule:

Project to Begin (N.T.P.): TBD Project Completion Date: As noted in bid solicitation

1. Protect all adjacent properties from water and erosion damage during construction.

2. Perform site clearing and demolitions as required in the construction documents.

3. Perform grading and earthwork and haul off surplus earthwork materials as required in the construction documents.

4. Furnish and install Columbarium Niche Walls to include footings and foundations, precast concrete niche units, granite stone facing, veneer, and wall caps, caulking and sealant, niche cover attachments and hardware, and installation of government provided granite niche covers.

5. Furnish and install concrete walks as required in the construction documents.

6. Furnish and install boulder walls as required in the construction documents.

7. Furnish and install watering stations to include water spigot, and trash receptacles as required in the construction documents.

8. Furnish and install site furnishings as required in the construction documents.

9. Furnish and install drainage piping, catch basins, and other drainage components as required in the construction documents.

10. Re-Route and make temporary adjustments and modifications to existing irrigation systems as required to maintain operation to existing landscape areas to remain throughout construction.

11. Furnish and install all irrigation system components as required in the construction documents.

12. Furnish and install all trees, plants, sod, and other plants as required in the construction documents.

13. Furnish and install Topsoil and Planting Soil Mixes as required in the construction documents.

14. Provide owner with As-Built Drawings as required in the construction documents

15. Maintain and establish all trees, plants for a period specified in the construction documents.

Follow specified maintenance practices during establishment period.

16. Provide warranty on all items for one (1) year following the date of Substantial Completion.

1.2 Minimum Licensing Requirements:

Minimum Licensing requirements shall include Utah State licensed General Contractor and S260 General Concrete Contractor, S330 - Landscape Contractor and all other classes of licenses to complete the work, as shown by the plans and specifications, under supervision of the Owner’s Authorized Representative and University or DFCM Inspector.

1.3 Responsibility

It is intended that the General Contractor herein after referred to as the Contractor, shall be

SECTION 011100 – PAGE 2

SUMMARY OF WORK

responsible for the overall management of the construction work. This includes any work done by their employees directly or through sub-contractors. The Contractor shall properly coordinate all work done, expediting the work of various trades, as necessary, so that different elements are built and installed in proper sequence. They must function properly and, as intended, at the completion of the project.

The Contractor shall visit the site prior to submitting a bid to adequately determine the scope, intent, and requirements of the project and its satisfactory completion.

1.4 Coordination

The Contractor shall see to it that orders for manufactured items called for by the various specifications, are ordered by the various trades and are delivered at the proper time.

END OF SECTION 011100

SECTION 014000 – PAGE 1

QUALITY CONTROL

SECTION 014000 - QUALITY CONTROL

PART 1 GENERAL

1.1 REQUIREMENTS INCLUDED

A. General Quality Control B. Workmanship C. Manufacturer’s Instructions D. Manufacturer’s Certificates E. Manufacturer’s Field Services F. Testing Laboratory Services

1.2 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this section.

1.3 QUALITY CONTROL – GENERAL

A. Maintain quality control over suppliers, manufacturers, products, services, site conditions, and workmanship, to produce work of specified quality.

1.4 WORKMANSHIP

A. Comply with industry standards except when more restrictive tolerances or specified requirements indicate more rigid standards or more precise workmanship.

B. Perform work by persons qualified to produce workmanship of specified quality.

C. Secure products in place with positive anchorage devices designed and sized to withstand stresses, vibration, and racking.

1.5 MANUFACTURERS' INSTRUCTIONS

A. Comply with instructions in full detail, including each step in sequence. Should instructions conflict with Contract Documents, request clarification from Engineer before proceeding.

1.6 MANUFACTURERS' CERTIFICATES

A. When required by individual Specifications Section, submit manufacturer's certificate, in duplicate, that products meet or exceed specified requirements.

SECTION 014000 – PAGE 2

QUALITY CONTROL

1.7 MANUFACTURERS' FIELD SERVICES

A. When specified in respective Specification Sections, require supplier to provide qualified personnel to observe field conditions, quality of workmanship, as applicable, and to make appropriate recommendations.

B. Representative shall submit written report to Engineer listing observations and recommendations.

1.8 TESTING LABORATORY SERVICES

A. Owner will employ and pay for services of an Independent Testing Laboratory to perform inspections, tests, and other services required by individual Specification Sections.

B. Services will be performed in accordance with requirements of local jurisdiction having authority and with specified standards.

C. Reports will be submitted to Owner in duplicate giving observations and results of tests, indicating compliance or non-compliance with specified standards and with Contract Documents.

D. Contractor shall cooperate with Testing Laboratory personnel; furnish tools, samples of materials, mix design, equipment, storage and assistance as requested.

PART 2 PRODUCTS

Not Used.

PART 3 EXECUTIONS

Not Used.

END OF SECTION 014000

SECTION 017700 – PAGE 1

CLOSEOUT PROCEDURES

SECTION 017700 - CLOSEOUT PROCEDURES

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this section.

1.2 SUMMARY

A. This Section includes administrative and procedural requirements for contract closeout, including, but not limited to, the following:

1. Inspection procedures.

2. Project Record Documents.

3. Final cleaning.

1.3 SUBSTANTIAL COMPLETION

A. Preliminary Procedures: Before requesting inspection for determining date of Substantial Completion, complete the following. List items below that are incomplete in request.

1. Prepare a list of items to be completed and corrected (punch list), the value of items on the list, and reasons why the Work is not complete.

2. Advise Owner of pending insurance changeover requirements.

3. Submit specific warranties, workmanship bonds, maintenance service agreements, final certifications, and similar documents.

4. Obtain and submit releases permitting Owner unrestricted use of the Work and access to services and utilities. Include occupancy permits, operating certificates, and similar releases.

5. Prepare and submit Project Record Documents, operation and maintenance manuals, and similar final record information.

6. Submit test records.

7. Terminate and remove temporary facilities from Project site, along with construction tools, and similar elements.

8. Complete final cleaning requirements

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

B. Inspection: Submit a written request for inspection for Substantial Completion. On receipt of request, Landscape Architect will either proceed with inspection or notify Contractor of unfulfilled requirements. Landscape Architect will prepare the Certificate of Substantial Completion after inspection or will notify Contractor of items, either on Contractor's list or additional items identified by Architect, that must be completed or corrected before certificate will be issued.

1. Reinspection: Request reinspection when the Work identified in previous inspections as incomplete is completed or corrected.

2. Results of completed inspection will form the basis of requirements for Final Completion.

SECTION 017700 – PAGE 2

1.4 FINAL COMPLETION

A. Preliminary Procedures: Before requesting final inspection for determining date of Final Completion, complete the following:

1. Submit a final Application for Payment according to Division 1 Section "Payment

Procedures."

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

3. Submit evidence of final, continuing insurance coverage complying with insurance requirements.

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

B. Inspection: Submit a written request for final inspection for acceptance. On receipt of request, Landscape Architect will either proceed with inspection or notify Contractor of unfulfilled requirements. Landscape Architect will prepare a final Certificate for Payment after inspection or will notify Contractor of construction that must be completed or corrected before certificate will be issued.

1. Reinspection: Request reinspection when the Work identified in previous inspections as incomplete is completed or corrected.

1.5 LIST OF INCOMPLETE ITEMS (PUNCH LIST)

A. Preparation: Submit three copies of list. Include name and identification of each space and area affected by construction operations for incomplete items and items needing correction including, if necessary, areas disturbed by Contractor that are outside the limits of construction.

1. Organize list of areas in sequential order,

2. Include the following information at the top of each page:

a. Project name.

b. Date.

c. Name of Landscape Architect

d. Name of Contractor.

e. Page number.

1.6 PROJECT RECORD DOCUMENTS

A. General: Do not use Project Record Documents for construction purposes. Protect Project Record Documents from deterioration and loss. Provide access to Project Record Documents for Architect's reference during normal working hours.

B. Record Drawings: Maintain and submit one set of blue- or black-line white prints of Contract Drawings and Shop Drawings.

1. Mark Record Prints to show the actual installation where installation varies from that shown originally. Require individual or entity who obtained record data, whether individual or entity is Installer, subcontractor, or similar entity, to prepare the marked-up Record Prints.

a. Give particular attention to information on concealed elements that cannot be readily identified and recorded later.

SECTION 017700 – PAGE 3

b. Accurately record information in an understandable drawing technique.

c. Record data as soon as possible after obtaining it. Record and check the markup before enclosing concealed installations.

d. Mark Contract Drawings or Shop Drawings, whichever is most capable of showing actual physical conditions, completely and accurately. Where Shop Drawings are marked, show cross-reference on Contract Drawings.

2. Mark record sets with erasable, red-colored pencil. Use other colors to distinguish between changes for different categories of the Work at the same location.

3. Mark important additional information that was either shown schematically or omitted from original Drawings.

4. Note Construction Change Directive numbers, Change Order numbers, alternate numbers, and similar identification where applicable.

5. Identify and date each Record Drawing; include the designation "PROJECT RECORD DRAWING" in a prominent location. Organize into manageable sets; bind each set with durable paper cover sheets. Include identification on cover sheets.

C. Record Specifications: Submit one copy of Project's Specifications, including addenda and contract modifications. Mark copy to indicate the actual product installation where installation varies from that indicated in Specifications, addenda, and contract modifications.

1. Give particular attention to information on concealed products and installations that cannot be readily identified and recorded later.

2. Mark copy with the proprietary name and model number of products, materials, and equipment furnished, including substitutions and product options selected.

3. Note related Change Orders, Record Drawings and Product Data, where applicable.

D. Record Product Data: Submit one copy of each Product Data submittal. Mark one set to indicate the actual product installation where installation varies substantially from that indicated in Product Data.

1. Give particular attention to information on concealed products and installations that cannot be readily identified and recorded later.

2. Include significant changes in the product delivered to Project site and changes in manufacturer's written instructions for installation.

3. Note related Change Orders, Record Drawings, and Record Specifications, where applicable.

E. Miscellaneous Record Submittals: Assemble miscellaneous records required by other Specification Sections for miscellaneous record keeping and submittal in connection with actual performance of the Work. Bind or file miscellaneous records and identify each, ready for continued use and reference.

1.7 WARRANTIES

A. Submittal Time: Submit written warranties on request of Architect for designated portions of the Work where commencement of warranties other than date of Substantial Completion is indicated.

B. Organize warranty documents into an orderly sequence based on the table of contents of the Project Manual.

1. Bind warranties and bonds in heavy-duty, 3-ring, vinyl-covered, loose-leaf binders, thickness as necessary to accommodate contents, and sized to receive 8-1/2-by-11-inch (115-by-280-mm) paper.

SECTION 017700 – PAGE 4

2. Provide heavy paper dividers with plastic-covered tabs for each separate warranty. Mark tab to identify the product or installation. Provide a typed description of the product or installation, including the name of the product and the name, address, and telephone number of Installer.

3. Identify each binder on the front and spine with the typed or printed title "WARRANTIES," Project name, and name of Contractor.

C. Provide additional copies of each warranty to include in operation and maintenance manuals.

PART 2 - PRODUCTS

2.1 MATERIALS

A. Cleaning Agents: Use cleaning materials and agents recommended by manufacturer or fabricator of the surface to be cleaned. Do not use cleaning agents that are potentially hazardous to health or property or that might damage finished surfaces.

PART 3 – EXECUTION

3.1 FINAL CLEANING

A. General: Provide final cleaning. Conduct cleaning and waste-removal operations to comply with local laws and ordinances and Federal and local environmental and antipollution regulations.

B. Complete the following cleaning operations before requesting inspection for certification of Substantial Completion for entire Project or for a portion of Project:

1. Clean Project site, yard, and grounds, in areas disturbed by construction activities, including landscape development areas, of rubbish, waste material, litter, and other foreign substances.

2. Sweep paved areas broom clean. Remove petrochemical spills, stains, and other foreign deposits.

3. Rake grounds that are neither planted nor paved to a smooth, even-textured surface.

4. Remove tools, construction equipment, machinery, and surplus material from Project site.

5. Touch up and otherwise repair and restore marred, exposed finishes and surfaces.

Replace finishes and surfaces that cannot be satisfactorily repaired or restored or that already show evidence of repair or restoration.

C. Comply with safety standards for cleaning. Do not burn waste materials. Do not bury debris or excess materials on Owner's property. Do not discharge volatile, harmful, or dangerous materials into drainage systems. Remove waste materials from Project site and dispose of lawfully.

END OF SECTION 017700

SECTION 024100 – PAGE 1

DEMOLITION

DEMOLITION – SECTION 024100

PART 1 – GENERAL

1.1 SUMMARY

A. Selective demolition of built site elements.

B. Selective demolition of building elements for alterations purposes.

C. Abandonment and removal of existing utilities and utility structures.

D. Abandonment and removal of existing irrigation piping and materials.

1.2 RELATED DOCUMENTS

A. Related Sections include the following:

1. General and Supplementary Conditions and Division 1 Specification Sections

2. Section 311100 Site Clearing

3. Section 312500 Erosion and Sedimentation Controls

1.2 REFERENCE STANDARDS

A. NFPA 241 - Standard for Safeguarding Construction, Alteration, and Demolition Operations;

2004.

1.3 SUBMITTALS

A. See Section 013300 – Submittal Procedures, for submittal procedures.

B. Site Plan: Showing:

1. Areas for temporary construction and field offices.

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

PART 2 – PRODUCTS

2.1 FILL MATERIAL

A. Per APWA Section 310513 – Common Fill.

PART 3 – EXECUTION

3.1 SCOPE

A. Remove existing above-grade and below-grade improvements as indicated and as necessary to facilitate new construction. Refer to project plans for improvements to be abandoned in place. Store and protect any improvements indicated for reuse in the project.

B. Remove slabs, paving, curbs, gutters, and aggregate base as indicated.

SECTION 024100 – PAGE 2

1. Unless existing full-depth joints coincide with line of demolitions, neatly saw-cut length of existing pavement to remain before removing existing pavement. Saw-cut faces vertically.

2. Paint cut ends of steel reinforcement in concrete to remain to prevent corrosion.

C. Remove other items indicated, for salvage, relocation, and recycling.

D. Fill excavations, open pits, and holes in ground areas generated as result of removals, using specified fill; compact fill as required so that required rough grade elevations do not subside within one year after completion.

E. Cut, Cap, and remove existing utilities, irrigation lines, and equipment as shown and noted on the associated utility and irrigation drawings and as required to perform construction work shown on the drawings.

3.2 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. Comply with applicable requirements of NFPA 241.

3. Use of explosives is not permitted.

4. 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.

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

6. Use physical barriers to prevent access to areas that could be hazardous to workers or the public.

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

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

9. 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.

10. 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.

1. Provide bracing and shoring.

2. Prevent movement or settlement of adjacent structures.

3. Stop work immediately if adjacent structures appear to be in danger.

D. Minimize production of dust due to demolition operations; do not use water if that will result in ice, flooding, sedimentation of public waterways or storm sewers, or other pollution.

E. If hazardous materials are discovered during removal operations, stop work and notify Architect and Owner; hazardous materials include regulated asbestos containing materials, SECTION 024100 – PAGE 3 lead, PCB's, and mercury.

F. Perform demolition in a manner that maximizes salvage and recycling of materials.

1. Comply with requirements of Section 017419 – Construction Waste Management and Disposal.

2. Dismantle existing construction and separate materials.

3. Set aside reusable, recyclable, and salvageable materials; store and deliver to owner, collection point, or point of reuse.

G. Partial Removal of Paving and Curbs: Neatly saw cut at right angle to surface.

3.3 EXISTING UTILITIES

A. Coordinate work with utility companies; notify before starting work and comply with their requirements; 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.

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

3.4 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 shown.

2. Report discrepancies to Architect before disturbing existing installation.

3. Beginning of demolition work constitutes acceptance of existing conditions that would be apparent upon examination prior to starting demolition.

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

5. Remove items indicated on drawings.

B. Services (Including but not limited to HVAC, Plumbing, Fire Protection, Electrical, and Telecommunications): Remove existing systems and equipment as indicated.

1. Maintain existing active systems that are to remain in operation; maintain access to

SECTION 024100 – PAGE 4

equipment and operational components.

2. Where existing active systems serve occupied facilities but are to be replaced with new services, maintain existing systems in service until new systems are complete and ready for service.

3. Verify that abandoned services serve only abandoned facilities before removal.

4. Remove abandoned pipe, ducts, conduits, and equipment, including those above accessible ceilings; remove back to source of supply where possible, otherwise cap stub and tag with identification.

C. 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.

3.5 DEBRIS AND WASTE REMOVAL

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

B. Remove from site all materials not to be reused on site; comply with requirements of Section

017419 – Construction Waste Management and Disposal.

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

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

END OF SECTION 024100

SECTION 034824 – PAGE 1

PRECAST CONCRETE COLUMBARIUM UNITS

SECTION 034824 - PRECAST CONCRETE COLUMBARIUM UNITS

1.1 DESCRIPTION

This section covers the manufacture and installation of precast concrete columbarium units, as shown on the drawings and specified herein, including the steel reinforcement, stainless steel embedment plates, required sleeves, fasteners, and mounting hardware for marble niche covers.

1.2 RELATED WORK

The following items are not included in this Section and will be performed under the designated

Sections:

1. Division 31 EARTHWORK

2. Section 323100 SITE IMPROVEMENTS AND FURNISHINGS.

3. Section 321313 SITE CONCRETE: Cast-in-Place Concrete Work.

4. Section 044100 SITE STONE: Granite veneer pieces, granite pilasters, and granite capstones for Columbarium.

1.3 SUBMITTALS

In accordance with Section 013300, Submittal Procedures, furnish the following:

A. Samples:

1. Single, complete, precast concrete Columbarium unit, each type.

2. Stainless Steel Angle.

3. Stainless Steel Bolt, nut and washers.

4. Tamper-proof stainless-steel bolt.

5. Stainless Steel Rosette

6. Stainless Steel expansion anchors and bolts.

7. Stainless Steel ferrule loop insert.

8. Neoprene & plastic washers.

9. Stainless Steel masonry anchors, pin alignment bars, inserts, ties and accessories.

10. Epoxy based adhesives and grouts.

11. Colored charts for colored Concrete Stain for Exposed-to-View Concrete Surfaces for color selection by Landscape Architect.

12. Stained Concrete Samples (of concrete matching columbarium units) for color verification and approval

B. Product Data:

1. Stainless Steel Angle.

2. Stainless Steel Bolt, nut and washers.

3. Tamper-proof stainless steel bolt.

SECTION 034824 – PAGE 2

4. Stainless Steel Rosette.

5. Stainless Steel expansion anchors and bolts.

6. Stainless Steel ferrule loop insert.

7. Neoprene & plastic washers.

8. Stainless Steel masonry anchors, pin alignment bars, inserts, ties and accessories.

9. Epoxy based adhesives and grouts.

10. Columbarium unit.

11. Clear Surface Sealing Compound

12. High-build Surface Sealing Compound

C. Shop Drawings:

Complete shop and erection drawings of all precast concrete columbarium units, showing all dimensions and details of construction, installation and relation to adjoining work, reinforcements, anchorage, attachments, inserts, location of all pre-drilled sleeves and other items to be installed in the work of other trades, joint treatment, and other work required for a complete installation.

1. Erection Drawings.

a. Plans and elevations locating and defining items.

b. Sections and details showing connections, cast-in items and relation to structure.

c. Description of cast-in anchors and all required field hardware.

d. Field installed anchor location drawings.

e. Erection sequences and handling requirements.

2. Production Drawings.

a. Elevation view of each structural element.

b. Planametric view of unit.

c. Sections and details to show quantities and position of reinforcing steel, anchors, inserts, and essential embedded and non-embedded hardware for fabrication, handling, transportation and installation.

d. Lifting and erection inserts.

e. Dimensions and finishes.

f. Method of transportation.

g. Method of erection and handling.

D. Product Design Data.

1. Design calculations of precast reinforced concrete products, performed by a Professional

Structural Engineer experienced in precast concrete design.

2. Loading for Design.

a. Initial handling and erection stresses.

b. Dead and live loads specified herein.

SECTION 034824 – PAGE 3

c. Other loads specified for member where they are applicable.

d. Short and long term live load and dead load deflections of precast members.

e. Product test reports.

1) The concrete shall be tested for the compressive strength. Tests shall be performed by an approved independent, commercial testing laboratory. Certified copies of test reports, including test data and results shall be submitted to the owner’s representative immediately after the strength tests have been completed. The tests shall be performed after fabrication of every Columbarium Unit.

2) The owner may request additional tests if it is determined that the need for them is to ensure quality of the product. The owner shall pay all costs for additional testing.

3. Manufacturer’s Literature and Data.

a. Each type of anchorage, angle, and fastener for granite.

b. Instructions for final cleaning.

c. Joint Sealants.

4. Certificates: Manufacturer’s qualifications specifying precast concrete units meet the requirements of ACI 533R.3R, and as specified.

E. The Contractor shall submit a Layout/Installation Plan for the precast concrete Columbarium for review and approval by the Designer. The plan shall detail procedures for installation and measures to be utilized to ensure an accurate layout of the Columbarium.

1.4 QUALITY ASSURANCE

A. Manufacturer’s Qualifications: Prior to commencement of work, Contractor shall submit documentation regarding the experience of their Precast Columbarium Unit manufacturer in the design and manufacture of Precast Concrete Columbarium units to be used for National or

State Veterans Cemeteries. Contractor shall provide evidence that Precast Columbarium Unit

Manufacturer has a minimum of 5 years experience in fabrication and erection of the precast concrete columbarium units similar in material design and extent to that indicated on the drawings and specified herein and shall have completed a minimum of 15 National or State

Veterans Cemetery Precast Columbarium projects of similar type and size. Provide brochures and catalog cuts of all manufactured products. Along with the documentation from the manufacturer/installer, Contractor shall submit the following signed, dated, and notarized statement.

“I verify that the information presented in the attached documentation is true and accurately represents my ability to accomplish the work relative to the Columbarium Units’ as outlined in the Contract Documents for this project.”

B. Precast Columbarium Unit manufacturer’s qualified Registered Professional Structural Engineer to certify that precast reinforced concrete conforms to specified requirements.

SECTION 034824 – PAGE 4

C. Columbarium Unit Installer Qualifications: Installer shall be the same company as the manufacturer of the Precast Columbarium Units.

D. Codes and regulations of the Federal, State and County authorities shall apply.

E. Fabricate to dimensions shown or approved. Replace or correct Columbarium Units, which do not comply with the individual dimensions and tolerances.

F. Before starting production of precast concrete Columbarium Units, furnish at the fabrication plant, three complete Columbarium Units including shelf and lid to demonstrate quality of construction of completed Columbarium Units.