5-3-CS27028-20417810-Approved Revised Specs.pdf

WEBER STATE UNIVERSITY

WATERLINE AND TUNNEL WORK PHASE III

DFCM#20417810

DECEMBER 2024

00 00 00 CONTENTS 000000 - 1

CONTENTS

DIVISION 01 GENERAL REQUIREMENTS

Temporary Facilities and Controls

01 55 26 Traffic Control 01 57 00 Temporary Controls

Product Requirements 01 65 00 Product Delivery and Handling

Execution and Closeout Requirements 01 71 13 Mobilization and Demobilization 01 71 23 Construction Layout 01 73 29 Cutting and Patching 01 74 13 Progress Cleaning 01 75 16 Startup Procedures 01 78 23 Operation and Maintenance Data 01 78 39 Project Record Documents 01 78 50 Closeout Procedures

DIVISION 02 EXISTING CONDITIONS

Demolition and Structure Moving 01 41 13 Selective Site Demolition

02 41 14 Pavement Removal 02 41 15 Curb and Trip Hazard Removal

DIVISION 03 CONCRETE

Concrete Forming and Accessories 03 11 00 Concrete Forming

Cast-in-place Concrete 03 30 04 Concrete 03 30 05 Concrete Testing 03 30 10 Concrete Placement 03 35 00 Concrete Finishing 03 39 00 Concrete Curing

Precast Concrete 03 40 00 Precast Concrete

DIVISION 31 EARTH WORK

Earthwork General 31 05 13 Common Fill

Site Clearing 31 11 00 Site Clearing

Earth Moving 31 23 16 Excavation 31 23 26 Compaction 31 25 00 Erosion and Sedimentation Control

SEPTEMBER 14, 2026OCTOBER 02, 2026

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

REVIEWED FOR

CODE COMPLIANCE

THOMAS PETERSON

10/22/2026

DFCM#20417810

DECEMBER 2024

00 00 00 CONTENTS 000000 - 2

DIVISION 32 EXTERIOR IMPROVEMENTS

Exterior Improvements General

32 05 10 Backfilling Roadways

Bases, Ballasts, and Paving 32 11 23 Aggregate Base Courses 32 12 03 Asphalt Binder 32 12 16.13 Plant-Mix Bituminous Paving 32 12 16.18 Recycle Bituminous Pavement 32 12 16.19 Cold-Mix Bituminous Paving 32 13 13 Concrete Paving 32 16 13 Driveway, Sidewalk, Curb, Gutter 32 16 14 Curb Cut Assembly 32 17 23 Pavement Markings

Planting 32 92 00 Turf and Grass 32 98 00 Vegetation Establishment Period

DIVISION 33 UTILITIES

Utilities General

33 05 11 Polypropylene Pipe 33 05 20 Backfilling Trenches 33 08 00 Commissioning of Water Utilities

Water Utilities 33 11 00 Water Distribution and Transmission 33 11 11 Relocate Water Meters and Fire Hydrants 33 12 16 Water Valves 33 12 19 Hydrants 33 13 00 Disinfection

END OF CONTENTS

SEPTEMBER 14, 2025SEPTEMBER 14, 2026OCTOBER 02, 2026

TRAFFIC CONTROL 01 55 26 - 1

DFCM#20417810

DECEMBER 2024

SECTION 01 55 26

TRAFFIC CONTROL

PART 1 GENERAL

1.1 SECTION INCLUDES

A. Traffic control requirements.

1.2 REFERENCES

A. ASTM D4956: Retroreflective Sheeting for Traffic Control.

B. ATSSA: American Traffic Safety Services Association, Inc.

C. Instructions to Flaggers. Publication of UDOT.

D. MUTCD: Manual on Uniform Traffic Control Devices for Streets and Highways.

E. Work Zone Traffic Control Guide: Publication of the Utah LTAP Center.

1.3 SUBMITTALS

A. Traffic control plan within 10 days of receiving the Notice of Intent to Award.

B. Flagger or traffic control technician certificates when requested by ENGINEER.

1.4 TRAFFIC CONTROL PLAN

A. Create a traffic control plan using the following resources. Resolve discrepancies between resources in descending order shown:

1. MUTCD.

2. Work Zone Traffic Control Guide.

3. ATSSA.

B. Include the following documentation as part of the traffic control plan.

1. Written description of phasing.

2. Drawing showing phasing (if required for clarity).

3. Drawing showing placement of traffic control devices.

C. Show how to move pedestrians through or around the Work site.

D. Show how to handle signalized intersections.

E. Meet grade, slope and protection requirement of the Americans with Disabilities Act

(ADA).

1.5 TRAFFIC CONTROL TECHNICIAN

A. Certified by ATSSA or AGC.

1.6 FLAGGER

A. Certified by ATSSA, AGC or UDOT.

B. Equipment:

1. 24” x 24” “Stop/Slow” sign.

2. 6” to 8” long red wand for night flagging.

3. Light plant for night flagging.

C. Clothing:

1. Clothed, full length pants and long or short sleeved shirt.

2. Hard toed shoes.

3. Lime Green, orange, or red-orange hardhat and vest.

TRAFFIC CONTROL 01 55 26 - 2

4. Night clothing to be reflectorized.

PART 2 PRODUCTS

2.1 PAVEMENT MARKINGS, SIGNS, BARRICADES

A. MUTCD.

B. Channelizing Devices: Crash worthy plastic cones, drums, and barricades.

C. Reflective Sheeting: ASTM D4956.

D. Pavement Markings: Section 32 17 23.

PART 3 EXECUTION

3.1 FLAGGING

A. MUTCD.

3.2 TRAFFIC CONTROL DEVICES

A. Install before work activities begin.

B. Maintain to ensure proper, continuous function.

C. Remove when no longer needed.

3.3 TEMPORARY PAVEMENT MARKINGS

A. Renew if stripes and markings have lost their original visual effectiveness.

END OF SECTION

TEMPORARY CONTROLS 01 57 00 - 1

SECTION 01 57 00

TEMPORARY CONTROLS

A. Requirements for controlling surface and subsurface environmental conditions at a construction site, and related areas under the CONTRACTOR's responsibility.

B. Requirements for removal of physical evidence of temporary controls upon completion of the Work.

2.1 MATERIALS

A. Temporary Materials: CONTRACTOR's choice.

3.1 NOISE CONTROL

A. Use equipment that is equipped with noise attenuation devises. Comply with local Laws and Regulations.

B. Control construction noise in residential areas from 9:00 pm to 7:00 am.

3.2 DUST AND MUD CONTROL

A. Comply with Utah State air quality regulations.

B. Provide suitable equipment to control dust or air pollution caused by construction operations.

C. Provide suitable mud and dirt containment, so Work site, access roadways and properties adjacent to the Work site are kept clean.

3.3 SURFACE WATER CONTROL

A. Control all on-site surface water. Provide proper drainage so flooding of the site or adjacent property does not occur.

B. Provide and maintain ample means and devices with which to promptly remove and properly dispose of all water entering the site.

C. Immediately before suspension of construction operations for any reason, provide proper and necessary drainage of Work site area.

D. Provide berms or channels as necessary to prevent flooding or saturation of Subgrade.

Promptly remove all water collected in depressions.

E. Dispose of water in a manner that will not cause damage to adjacent areas or facilities.

TEMPORARY CONTROLS 01 57 00 - 2

3.4 GROUND WATER CONTROL

A. Provide a dewatering system sufficient to maintain excavations and foundations dry and free of water on a 24-hour basis.

B. Notify ENGINEER, in writing, if groundwater conditions differ from conditions shown in the Bid Documents, or in any soil test data that has been supplied.

C. Remove all dewatering facilities when no longer required.

D. Dispose of water in a manner that will not cause damage to adjacent or downstream areas or facilities.

3.5 POLLUTION CONTROL

A. Soil: Prevent contamination of soil from discharge of noxious substances (including engine oils, fuels, lubricants, etc.). Excavate and legally dispose of any such contaminated soil off-site and replace with acceptable compacted fill and topsoil.

B. Water: Prevent disposal of wastes, effluent, chemicals, or other such substances adjacent to or into streams, waterways, sanitary sewers, storm drains, or public waterways. Perform any emergency measures required to contain any spillage.

C. Air: Control atmospheric pollutants.

3.6 EROSION CONTROL

A. Use measures such as berms, dikes, dams, sediment basins, fiber mat netting, gravel, mulches, slopes, drains and other erosion control devices or methods to prevent erosion and sedimentation.

B. Provide construction and earthwork methods which control surface drainage from cut, fill, borrow, and waste disposal areas, to prevent erosion and sedimentation.

C. Inspect earthwork during execution to detect any evidence of the start of erosion. Apply corrective measures as required.

PRODUCT DELIVERY AND HANDLING 01 65 00 - 1

SECTION 01 65 00

PRODUCT DELIVERY AND HANDLING

A. Basic requirements for product delivery and handling on site.

1.2 DELIVERY

A. Arrange for delivery of products in accordance with progress schedule to facilitate instruction before installation.

B. Coordinate deliveries to avoid conflict with work, conditions at site, and:

1. Work of separate contractors, or OWNER.

2. Limitations of storage space.

3. OWNER's use of premises.

C. Deliver products in undamaged condition in original containers or packaging, with identifying labels for handling, storing, unpacking, protecting and installing intact and legible.

D. Partial deliveries of component parts of equipment shall be clearly marked to identify the equipment, to permit easy accumulation of parts, and to facilitate assembly.

E. Immediately upon delivery, inspect shipment to determine:

1. Product complies with requirements of Contract Document reviewed submittals.

2. Quantities are correct.

3. Containers and packages are intact, labels are legible.

4. Products are properly protected and undamaged.

1.3 PRODUCT HANDLING

A. Schedule delivery to minimize long-term storage at the site and to prevent overcrowding of construction space.

B. Coordinate delivery with installation time to ensure minimum holding time for items that are hazardous, easily damaged, or sensitive to deterioration, theft and other losses.

C. Handle products to prevent bending or over-stressing.

D. Lift heavy components at designated lifting points.

E. Discard damaged products.

PRODUCT DELIVERY AND HANDLING 01 65 00 - 2

1.4 ACCESS

A. Identify access to CONTRACTOR's work and office area by use of signs so agents, delivery trucks, and other parties desiring contact with CONTRACTOR may do so.

B. In security zones, prevent unauthorized personnel from proceeding outside of CONTRACTOR's work and office areas.

PART 2 PRODUCT

S

Not Used

PART 3 EXECUTIO

N

MOBILIZATION AND DEMOBILIZATION 01 71 13 - 1

SECTION 01 71 13

MOBILIZATION AND DEMOBILIZATION

A. Mobilization and demobilization requirements.

1.2 REFERENCES

A. APWA (Utah) Standards: Plan 412 Invert Cover.

1.3 DEFINITIONS

A. Mobilization includes bringing all necessary equipment to the site to do the Work. It includes all labor, materials, and equipment to set up temporary offices, buildings, facilities, signs, and utilities.

B. Demobilization includes removing all construction equipment and debris so site is left clean.

1.4 TEMPORARY FACILITIES

A. Field Office: CONTRACTOR's choice.

B. Utilities: Provide power, telephone, water, storm and sanitary facilities, and all other temporary utilities required.

C. Security and Protection: Construct and maintain temporary fencing for the protection of materials, tools, and equipment. Obtain prior approval for all fence locations.

D. Construction and Support: Set up and maintain in a neat and orderly manner temporary roads and paving, dewatering facilities, enclosures, identification signs and bulletin boards, waste disposal and temporary heat. Provide and maintain temporary all weather pedestrian walk ways and road detours.

E. Invert Cover: Install covers as shown in APWA Plan 412 or Drawings. Installation must be tight so no debris can by-pass the cover and enter the piping below.

A. Temporary Materials: CONTRACTOR's choice.

MOBILIZATION AND DEMOBILIZATION 01 71 13 - 2

3.1 INSTALLATIONS

A. Relocate and modify temporary facilities as required.

B. Install temporary utility service or connect to existing service.

C. Locate field offices, storage sheds, sanitary facilities and other temporary construction and support facilities for easy access. Use of gasoline-burning, open flame, or salamander type heating units is prohibited.

D. Use local standards and codes for erection of adequate fences and barricades. Maintain all signing, barricades, fencing, drainage, and other items as required to protect public and private property from damage caused by construction operations.

E. Coordinate location of storage areas to avoid interference with drainage, traffic, or private property.

F. Provide and maintain all temporary signage required by the Work.

3.2 REMOVALS

A. Completely remove temporary materials and equipment:

1. When construction needs can be met beause of permanent installation, and

2. At completion of the Work.

B. Clean or repair damage caused by installation or use of temporary facilities.

C. Restore areas to original or to specified conditions at completion of the Work.

CONSTRUCTION LAYOUT 01 71 23 - 1

SECTION 01 71 23

CONSTRUCTION LAYOUT

A. Construction surveying requirements.

1.2 SUBMITTALS

A. Before contract closeout submit:

1. Documentation to verify accuracy of survey work.

2. When required by Laws and Regulations, submit a certificate signed by a licensed professional certifying that elevations and locations of improvements conform with the Contract Documents.

3. All survey data, survey information showing dimensions, location angles and elevations of construction on contract Record Documents.

1.3 SURVEY REFERENCE POINTS

A. Known basic horizontal and vertical control points for the Project are indicated.

B. Locate and protect survey control points before starting site work and preserve all permanent reference points during construction.

C. Notify ENGINEER in writing within 24 hours of any survey work changes or clarifications required for Project. Secure written authorization before making any changes or relocations.

D. Report in writing when any reference point is lost or destroyed or requires relocation because of necessary changes in grades or locations.

E. Replace construction stakes damaged or destroyed by CONTRACTOR at no additional cost to OWNER.

PART 2 PRODUCTS Not used

CONSTRUCTION LAYOUT 01 71 23 - 2

3.1 PROJECT SURVEY REQUIREMENTS

A. Any work done without line and grade established by CONTRACTOR is at CONTRACTOR's own risk.

B. Locate and layout by instrumentation and similar appropriate means to include but not limited to:

1. Pavement subgrade and finish grade.

2. Site improvements:

a. Stakes for grading, fill and topsoil placement.

b. Slope elevations.

c. Utility locations and invert elevations.

3. Batter boards for structures.

4. Retaining wall locations and elevations.

5. Curb and gutter alignment and grade.

6. Building foundations, column locations and floor levels.

7. Controlling lines and levels required for civil, mechanical, and electrical trades.

CUTTING AND PATCHING 01 73 29 - 1

SECTION 01 73 29

CUTTING AND PATCHING

A. Cutting and patching to:

1. Fit several parts together, to integrate with other work.

2. Uncover work to install work done out of sequence.

3. Remove and replace defective and non-conforming work.

4. Remove Samples of installed work for testing.

5. Provide openings in non-structural elements for penetrations of mechanical and electrical work.

1.2 SUBMITTALS

A. Submit written request in advance of cutting and patching that affects:

1. Structural integrity of any element of Project.

2. Integrity of weather-exposed or moisture-resistant element.

3. Efficiency, maintenance, or safety of any operational element.

4. Visual qualities of sight-exposed elements.

5. Work of OWNER or separate contractor.

B. Include in request:

1. Identification of Project.

2. Location and description of affected work.

3. Necessity for cutting and patching.

4. Description of proposed work, and products to be used.

5. Alternatives to cutting and patching.

6. Effect on work of OWNER or separate contractor.

7. Written permission of affected separate contractor.

8. Date and time work will be executed.

A. Those required for original installation.

B. For any change in materials, submit request for substitution, Section 01 25 00 requirements.

CUTTING AND PATCHING 01 73 29 - 2

3.1 INSPECTION

A. Inspect existing conditions, including elements subject to damage or movement during modifications to completed work.

B. After uncovering, inspect conditions affecting performance of work.

C. Beginning of Modification work constitutes acceptance of existing conditions.

3.2 PREPARATION

A. Provide supports to assure structural integrity of surroundings, devices and methods to protect other portions of work from damage.

B. Provide protection from elements for areas which may be exposed by work.

3.3 PERFORMANCE

A. Execute work by methods to avoid damage to existing structures and other work, and which will provide proper surfaces to receive patching and finishing.

B. Employ original installer if possible to be responsible for modification work on weather-exposed and moisture-resistant elements, and exposed to view surfaces.

C. Restore Work with new products per requirements of Contract Documents.

D. Fit Work, to pipes, sleeves, ducts, conduit, and other penetrations through surfaces.

E. Refinish surfaces to match adjacent finishes. For continuous surfaces, refinish to nearest intersection; for an assembly, refinish entire unit.

PROGRESS CLEANING 01 74 13 - 1

SECTION 01 74 13

PROGRESS CLEANING

A. Cleaning and disposal of waste materials, debris, and rubbish.

B. Cleaning of Work before Final Inspection.

1.2 SUBMITTALS

A. Before Project Closeout: Certificate of disposal of Hazardous Waste if applicable.

1.3 JOB CONDITIONS

A. On Site Burning: Not permitted.

2.1 CLEANING MATERIALS

A. Use only materials which will not create hazards to health or property, and which will not damage surfaces.

B. Use only cleaning materials recommended by manufacturer of item being cleaned.

3.1 CLEANING DURING CONSTRUCTION

A. Initiate and maintain a specific cleaning program to prevent accumulation of debris. Maintain areas under CONTRACTOR's control free of waste materials, debris, and rubbish. Maintain site in a clean and orderly condition.

B. Provide covered containers for deposit of debris and rubbish.

C. Periodically clean interior areas to provide suitable conditions for finish work.

D. Remove debris and rubbish from closed or remote spaces before closing the space.

E. Broom clean interior areas before start of surface finishing, and continue cleaning on an as-needed basis.

F. Control cleaning operations so dust and other particulate will not adhere to wet or newly-coated surfaces.

PROGRESS CLEANING 01 74 13 - 2

3.2 DISPOSAL DURING CONSTRUCTION

A. Regularly remove and legally dispose of waste materials, debris, and rubbish from site.

B. Provide additional collections and disposal of debris whenever the periodic schedule is inadequate to prevent accumulation.

3.3 CLEANING BEFORE FINAL INSPECTION

A. Site:

Clean exposed-to-view surfaces.

Remove waste, debris, and surplus materials from site. Clean grounds; paved areas and sweep clean.

Rake clean other surfaces.

B. Building:

Clean interior and exterior exposed-to-view surfaces.

Remove temporary protection and labels not required to remain.

Clean finishes free of dust, stains, films and other foreign substances.

Clean transparent and glossy materials to a polished condition. Polish reflective surfaces to a clear shine.

Vacuum clean carpeted and similar soft surfaces. Clean resilient and hard-surface floors.

Clean surfaces of equipment; remove excess lubrication. Clean plumbing fixtures to sanitary condition.

Clean permanent filters of ventilating equipment and replace disposable filters when units have been operated during construction; in addition, clean ducts, blowers, and coils when units have been operated without filters during construction.

Clean lighting fixtures and lamps. Continue cleaning until acceptance.

Remove waste and debris from roofs, gutters, area ways, and drainage systems.

OPERATION AND MAINTENANCE DATA 01 78 23 - 1

SECTION 01 78 23

OPERATION AND MAINTENANCE DATA

A. Preparation of operation and maintenance manual to include compilation of product data, related information, and instructions for systems and equipment.

B. Instruction of OWNER's personnel in maintenance of products and in operation of equipment and systems

C. Schedule of required submittals.

1.2 FORMAT

A. Prepare data in the form of an instructional manual.

B. Consult with ENGINEER to determine format requirements.

1.3 CONTENTS, EACH VOLUME

A. Table of Contents: Provide title of Project; names, addresses, and telephone numbers of ENGINEER and CONTRACTOR with name of responsible parties, Schedule of products and systems, indexed to content of the volume.

B. For Each Product or System: List names, addresses and telephone numbers of Subcontractors and suppliers, including local source of supplies and replacement parts.

C. Product Data: Mark each sheet to clearly identify specific products and component parts, and data applicable to installation; delete inapplicable information.

D. Drawings: Supplement product data to illustrate relations of component parts of equipment and systems, to show control and flow diagrams. Do not use Record Documents as maintenance drawings.

E. Typed Text: As required to supplement product data. Provide logical sequence of instructions for each procedure, incorporating manufacturer's instructions.

F. Guaranties and Warranties: Copies of each showing dates of expiration.

1.4 MANUAL FOR EQUIPMENT AND SYSTEMS

A. Each Item of Equipment and Each System: Include description of unit or system, and component parts. Give function, normal operating characteristics, and limiting conditions.

Include performance curves, with engineering data and tests, and complete nomenclature and commercial number of replaceable parts.

B. Panelboard Circuit Directories: Provide electrical service characteristics, controls, and communications.

C. Include as installed color-coded wiring diagram.

OPERATION AND MAINTENANCE DATA 01 78 23 - 2

D. Operating Procedures: Include start-up, break-in, and routine normal operating instructions and sequence. Include regulation, control, stopping, shutdown and emergency instructions.

Include summer, winter, and any special operating instructions.

E. Maintenance Requirements: Include routine procedures and guide for troubleshooting;

disassembly, repair and reassembly instructions: and alignment, adjusting, balancing, and checking instructions.

F. Provide servicing and lubrication schedule, and list of lubricants required.

G. Include manufacturer's printed operation and maintenance instructions.

H. Include sequence of operation by controls manufacturer.

I. Provide original manufacturer's parts list, illustrations, assembly drawings, and diagrams required for maintenance.

J. Provide as-installed control diagrams by controls manufacturer.

K. Provide list of original manufacturer's spare parts, current prices, and recommended quantities to be maintained in storage.

L. Include test and balancing reports.

M. Additional Requirements: As specified in individual Sections.

1.5 INSTRUCTION OF OWNER'S PERSONNEL

A. Before Substantial Completion, instruct OWNER's designated personnel in operation, adjustment, and maintenance of products, equipment, and systems, at agreed upon times.

B. Use operation and maintenance manuals as basis of instruction. Review contents of manual with personnel in detail to explain all aspects of operation and maintenance.

C. Prepare and insert additional data in Operating and Maintenance Manual when need for such data becomes apparent during instruction.

1.6 SUBMITTALS

A. Submit two (2) copies of preliminary draft or proposed formats and outlines of contents before start of Work.

B. For equipment, or component parts of equipment put into service during construction and operated by OWNER, submit documents within 10 days after acceptance.

C. Submit one (1) copy of completed volumes in final form 15 days before Final Inspection.

Revise content of documents as required before final submittal.

D. Submit six (6) copies of revised volumes of data in final form within 14 calendar days after complete system start-up.

OPERATION AND MAINTENANCE DATA 01 78 23 - 3

PART 2 PRODUCTS Not Used

PART 3 EXECUTIO

N

PROJECT RECORD DOCUMENTS 01 78 39 - 1

SECTION 01 78 39

PROJECT RECORD DOCUMENTS

A. Requirements for collecting, maintaining, updating, and submitting Record Documents.

1.2 DEFINITIONS

A. Record Documents: Those documents maintained and annotated by CONTRACTOR during construction for recording "as built" condition of the Work.

1.3 CONSTRUCTION PHOTOGRAPHS

A. Provide electronic photographs when specified in the Contract Documents starting with a series of photographs before the start of any physical construction, and continuing for as long as the Work progresses:

1. Provide not less than 12 different subjects or angles of view each time from different locations in the Project area at intervals not exceeding one (1) month.

2. On each photograph indicate the date, job title, photograph identification, and direction the camera was facing.

3. With each request for payment.

4. Upon completion of the Work, submit all electronic pictures on disc. ENGINEER may request hard copies of the pictures.

B. Secure ENGINEER's approval if a video tape is to be substituted for the photograph prints.

1.4 DOCUMENTS ON SITE

A. Keep at job site 1 copy of each of the following, if issued for the Work:

1. Contract Drawings.

2. Project Manual.

3. Addenda.

4. Reviewed Shop Drawings, product data and Samples.

5. Modifications to the Contract Documents.

6. Field test records.

7. Inspection certificates.

8. Manufacturer's certificates.

9. Survey documentation.

10. Storm water pollution prevention plan (SWPPP).

11. All related permits.

PROJECT RECORD DOCUMENTS 01 78 39 - 2

B. Do not use record documents for construction purposes.

C. Store Record Documents in a location, apart from documents used for construction.

D. Maintain Record Documents in a clean, dry, legible condition.

E. Provide adequate files and racks for storage of Record Documents that will allow ready access for review and updating.

F. Make Record Documents available at all times for review and Inspection by ENGINEER.

1.5 MARKING DEVICES

A. Red colored waterproof for all marking unless requested otherwise.

1.6 RECORDING

A. Clearly and legibly label each document "PROJECT RECORD".

B. Number Record Documents in a manner which will allow ready retrieval of documents and allow indexing of documents for submittal to ENGINEER.

C. Update Record Documents as work occurs to show the current status of the Work.

D. Do not permanently cover or conceal any work until all required information has been recorded on the Record Documents.

E. Contract Drawings: Legibly mark contract Drawings to record following actual construction information:

1. Measured depths of various elements of foundation or finish grading in relation to finish floor datum or other permanent benchmark.

2. Measured horizontal and vertical location of underground utilities and appurtenances referenced to permanent surface improvements.

3. Measured location of internal utilities and appurtenances concealed in construction referenced to visible and accessible features of construction.

4. Field changes of dimension and detail.

5. Changes made by contract Modifications.

6. Details not contained in original contract Drawings.

F. Project Manual and Addenda: Legibly update each to record:

1. Manufacturer, trade name, catalog number, and supplier of each product and item of equipment actually installed.

2. Changes made by contract Modifications.

3. Other technical matters and details included in the Work, but not originally specified.

G. Shop Drawings: Maintain reviewed Shop Drawings as Record Documents; legibly annotate drawings to record changes made to Shop Drawings.

H. Product Data and Samples: Maintain reviewed product data and Samples as Record Documents; update and document any variations

PROJECT RECORD DOCUMENTS 01 78 39 - 3

from the reviewed product data and Samples after acceptance.

1.7 SUBMITTAL OF DOCUMENTS

A. At the completion of the Work, submit all Record Documents.

B. Accompany the submittal with a transmittal letter, in duplicate, containing:

1. Submittal date.

2. Project title and number.

3. CONTRACTOR's name and address.

4. Title and number of each Record Document.

5. Certification that each document as submitted is complete and accurate.

6. Signature of CONTRACTOR, or CONTRACTOR’s authorized representative.

PART 3 EXECUTION Not Used

CLOSEOUT PROCEDURES 01 78 50 - 1

SECTION 01 78 50

CLOSEOUT PROCEDURES

A. Administrative provisions for Substantial Completion, acceptance of work, and Final Inspection.

1.2 REFERENCES

A. APWA (Utah) Standards:

Plan 110 Arrow diagram for project close-out.

1.3 SUBSTANTIAL COMPLETION

A. When Work, or designated portion thereof, is substantially complete, submit written notice with list of any outstanding items to be completed or corrected.

B. After receipt of CONTRACTOR's certification of Work Completion, ENGINEER will make final inspection to determine status of completion.

C. Should Work not be substantially complete, remedy deficiencies and re- submit a written notice.

1.4 ACCEPTANCE OF WORK

A. Protect Work until it is accepted.

B. Neither ENGINEER's determination that Work is complete, nor acceptance thereof by the OWNER, shall operate as a bar to claim against the CONTRACTOR under the provisions of the contract documents.

1.5 CLOSEOUT SUBMITTALS

A. Record Documents: Section 01 78 39.

B. Operation and Maintenance Data; Section 01 78 23.

C. Evidence of payment to Subcontractors and Suppliers: Document 00 72 00, Final Application for Payment.

D. Final Summary Report of CONTRACTOR’s Testing Agency: Section 01 45 00 requirements.

1.6 CLOSEOUT SCHEDULE

A. See APWA Plan 110 requirements.

CLOSEOUT PROCEDURES 01 78 50 - 2

PART 3 EXECUTION Not Used

SELECTIVE SITE DEMOLITION 02 41 13 - 1

SECTION 02 41 13

SELECTIVE SITE DEMOLITION

A. Remove site structural and site utility items and dispose of them off site.

B. Salvage.

1.2 PAYMENT PROCEDURES

A. Payment for structures or obstructions that are not designated for removal and disposal in the Bid documents, that cannot be removed with equipment reasonably expected to be used in the work without cutting, drilling, or blasting, will be paid for by Change Order.

B. Backfilling depressions left because of demolition work will not be measured or paid for separately except as provided in the preceding paragraph.

3.1 PREPARATION

A. Review all work procedures with ENGINEER and with representatives of any utility in the work zone.

B. Locate and preserve all active utilities which are to remain in service.

C. Implement traffic control plan requirements, Section 01 55 26.

3.2 PROTECTION

A. Protect irrigation systems.

B. Protect structures to be removed and their contents from vandalism and theft.

C. Protect trees:

1. Avoid or minimize damage to trees and tree roots.

2. Provide certified arborist observation of root cuts larger than four (4) inches diameter.

Roots provide anchorage, storage of energy, and absorption and conduction of water and mineral elements. Loss of root connection affects health and stability of tree and safety of people and property. Notify ENGINEER of such root cut.

SELECTIVE SITE DEMOLITION 02 41 13 - 2

D. Repair or replace damage at no additional cost to OWNER.

3.2 STRUCTURE DEMOLITION

A. Remove structures and incidentals such as foundations, fences, outbuildings, etc.

B. Remove foundation walls at least two (2) feet below finished grade or two (2) feet below natural ground surface. Remove floor slab or break it into pieces no larger than three (3) feet square.

C. Backfilling and compaction of excavations for structures, Section 31 23 23.

D. Building components, Section 02 41 19.

3.3 PIPELINE DEMOLITION

A. General:

1. Abandoned pipelines not to be salvaged are considered as incidental excavation work, Section 31 23 16.

2. Do not damage pipe or structures that remain in service or are to be salvaged for

OWNER.

B. Gravity Pipe Demolition:

1. Plug abandoned pipe with a permanent, water-tight concrete plug extending into the abandoned pipe at least two (2) feet.

2. Seal openings in walls of remaining manholes, catch basins, or structures with water-tight plugs.

C. Pressure Pipe Demolition:

1. Coordinate demolition with ENGINEER and agency owning the utility pipe.

2. Plug abandoned pipe with a permanent water-tight plug.

3. Cap and restrain the active pipe with a blind flange or equivalent type of plug.

4. For service line demolition or abandonment, disconnect the line from the mainline and shut off the corporation stop.

3.4 BRIDGE AND ABUTMENT DEMOLITION

A. Remove existing bridges and abutments indicated.

B. Remove structures so that no remaining portion is closer than three (3) feet to any water course or closer than two (2) feet to the Subgrade and Embankment surface, or within two (2) feet of the natural ground surface.

C. Remove structures so compacted backfill can be provided as required in backfilling operation, Section 31 23 23.

3.5 BURIED FUEL TANK DEMOLITION

A. Remove buried fuel storage tanks and dispose of tank contents in accordance with Laws and Regulations.

B. Do not spill fuel on Subgrade.

C. Comply with the local authority having jurisdiction over fuel tank

SELECTIVE SITE DEMOLITION 02 41 13 - 3

removals.

3.6 MISCELLANEOUS DEMOLITION

A. Remove miscellaneous structures and obstructions or cover them with backfill if the result meets the following requirements:

1. Backfill is stable.

2. Burial does not interfere with construction.

3. Permission to do so is obtained from ENGINEER.

4. No remaining portion is within two (2) feet of the final ground surface contours.

3.7 SALVAGE

A. Salvage designated equipment and materials for OWNER.

B. All other material becomes the property of CONTRACTOR unless such materials are not owned by OWNER.

PAVEMENT REMOVAL 02 41 14 - 1

DOMESTIC WATER REPLACEMENT BRT/OGX

FEBRUARY 2024

SECTION 02 41 14

PAVEMENT REMOVAL

1.1. SECTION INCLUDES

A. Remove roadway Pavement.

B. Remove curb, gutter, sidewalk, Driveway Approach, waterway and similar flat work.

1.2 MEASUREMENT PROCEDURES

A. Double saw cutting required for pavement removal or T-patches will not be measured or paid for separately.

1.3 REFERENCES

A. APWA (Utah) Standards:

Plan 256 Concrete pavement patch

1.4 SUBMITTALS

A. Traffic control plan, Section 01 55 26.

3.1 PREPARATION

A. Implement traffic control plan requirements, Section 01 55 26.

B. Coordinate utility locations, Section 01 31 13.

C. Preserve all active utilities.

D. Notify neighborhood at least 48 hours before day and time of operation.

E. Mark existing utilities on redline drawings.

3.2 PROTECTION

A. Install Invert Covers, Section 01 71 13.

B. Trees:

1. Avoid or minimize damage to trees and tree roots.

2. Provide certified arborist observation of root cuts larger than four

(4) inches diameter. Roots provide anchorage, storage of energy, and absorption and conduction of water and mineral elements. Loss of root connection affects health and stability of tree and safety of people and property. Notify ENGINEER of such root cut.

PAVEMENT REMOVAL 02 41 14 - 2

C. Existing Surfaces:

1. Protect adjacent surfaces including concrete walls, planters, carriage walks, driveway approaches, rock walls, rock gardents concrete steps, sidewalks, and curb cut assemblies. Replace damaged facilities at no additional cost to OWNER.

2. Use rubber cleats or Pavement pads when operating backhoes, outriggers, track equipment, or any other equipment on or crossing paved surfaces.

3. Restore paved surfaces that are damaged by removal operations at no additional cost to the OWNER. Match the existing Pavement surface plus 1 inch.

D. Environment:

1. Control dust, Section 01 57 00.

2. Protect plant and animal habitat. Follow federal, state or local protection requirements.

E. Repair or replace any damage at no additional cost to OWNER.

3.3 REMOVE PORTLAND CEMENT CONCRETE PAVEMENT

A. See APWA Plan 256 requirements.

B. Cutting:

1. DO NOT use machine mounted impact hammers.

2. Make concrete cuts straight, vertical, true, full-depth.

3. Cut along perimeter of panel to be removed. Where edge of existing surface is cracked, broken, or deteriorated, make the cut so the defective surface can be removed.

4. Cut along any edge that is damaged during construction, including cavities underneath caused by construction or concrete removal.

C. Removal:

1. Remove concrete to the nearest expansion joint or vertical saw cut.

2. Remove panels without damaging remaining panels.

3. Remove all bonding inhibitors.

3.4 REMOVE BITUMINOUS CONCRETE PAVEMENT

A. Cutting:

1. Use any method that produces a true, vertical, full-depth cut.

2. When bituminous pavement overlays Portland cement concrete Pavement, DO NOT use machine mounted impact hammers.

3. If an edge of an existing surface is cracked, broken, or deteriorated, make the cut so the defective surface can be removed.

4. Re-cut along any edge that is damaged during construction, and where cavities underneath pavement are caused by construction.

B. Remove Pavement: Remove pavement without damaging remaining.

PAVEMENT REMOVAL 02 41 14 - 3

3.5 REMOVE CONCRETE FLAT WORK

A. Saw cut flat work at weakened plane joints. Saw cut full depth.

B. Where edge of existing surface is cracked, broken, or deteriorated, make the cut so the defective surface can be removed.

C. Saw along any edge that is damaged during construction, including cavities underneath caused by construction.

D. If flat work that is not scheduled for removal is damaged, remove and replace the flat work at no additional cost to OWNER.

3.6 CLEANING

A. Remove all debris and dust. Clean surrounding rails, sidewalks, Driveways, Driveway approaches, landscaping, concrete flat work, and other objects in vicinity of work.

CURB AND TRIP HAZARD REMOVAL 02 41 15 - 1

SECTION 02 41 15

CURB AND TRIP HAZARD REMOVAL

A. Saw cut and remove a curb.

B. Remove a trip hazard by saw cutting, grinding, or jacking.

1.2 REFERENCES

A. APWA (Utah) Standards:

Plan 222 Saw cut driveway approach. Plan 235 Corner curb cut assembly. Plan 236 Tangent curb cut assembly. Plan

237 Island and median.

1.3 SUBMITTALS

A. Traffic control plan, Section 01 55 26.

1.4 SITE CONDITIONS

A. Control dust, Section 01 57 00.

3.1 PROTECTION

A. Implement traffic control plan requirements, Section 01 55 26.

B. Do not damage abutting surfaces that are not scheduled for cutting or removal.

C. Protect plant and animal habitat. Follow federal, state or local protection requirements.

3.2 CURB REMOVAL FOR NEW DRIVEWAY APPROACH

A. Remove curb as shown in APWA Plan 222.

B. At the Apron: Saw off curb so surface of curb cut matches slope of apron. Do not provide a lip at flow-line unless indicated elsewhere.

CURB AND TRIP HAZARD REMOVAL 02 41 15 - 2

C. At the Curb Flare: Saw off curb perpendicular to the back of curb:

1. If the flare is in a pedestrian walking area, limit the curb cut slope (parallel to the flow-line) to 10 percent (1:10) maximum.

2. If the flare is NOT in a pedestrian walking area, make the length of the curb cut slope (parallel to the flow-line) three (3) feet minimum.

D. Remove blade marks on sawed surfaces by grinding.

3.3 CURB REMOVAL FOR NEW CURB CUT ASSEMBLY

A. For assembly types see APWA Plans 235, 236, and 237.

B. Curb Ramp or Blended Transition: Saw off curb to match the surface slope of the Curb Ramp or Blended Transition.

C Curb Flare: Saw off the curb perpendicular to the back of curb:

1. If the flare is in a pedestrian walking area, limit the curb cut slope (parallel to the flow-line) to 10 percent (1:10) maximum.

2. If the flare is NOT in a pedestrian walking area, typical horizontal length of the curb cut slope is two (2) feet.

D Remove blade marks on sawed surfaces by grinding.

3.4 TRIP HAZARD REMOVAL

A. DO NOT cut or grind concrete structures such as bridge decks, catch basins, manholes, concrete borders, culverts, etc. ENGINEER must determine other means of trip hazard removal.

B. Remove trip hazards greater than 1/4 inch high but less than 1 1/2 inches high. ENGINEER must determine acceptable means for removing trip hazards higher than 1 1/2 inches.

C. Make saw cut slopes, grinding slopes, and milled slopes not steeper than 10 percent (1:10) measured in direction of pedestrian travel. Grind sawed or milled surfaces to remove blade marks or to make smooth.

D. If flat work is jacked (Section 32 01 29), jack until displacement differential is less than 1/4 inch. Repair adjacent flat work elevations if adversely moved out of place because of the jacking process. Repair damaged form strip irrigation system or vegetation if growth is adversely affected.

3.5 CLEANING AND REPAIR

A. Remove debris and dust from work site.

B. Clean surrounding rails, concrete flat work, Driveways aprons, landscaping and other objects in vicinity of work.

C. Repair damage at no additional cost to OWNER.

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SECTION 03 11 00

CONCRETE FORMING

PART 1 GENERAL

1.1 SECTION INCLUDES

A. Formwork for cast-in-place concrete.

B. Openings in formwork for other affected work.

C. Form accessories such as snap ties, bracing, etc.

D. Stripping formwork.

1.2 REFERENCES

A. ACI Standards.

347 Recommended Practice for Concrete Formwork.

1.3 DEFINITIONS

A. Shoring: The activity to support formwork.

B. Reshoring: The activity to reduce the amount of formwork supporting concrete elements. As concrete sets and strength increases, less need for formwork occurs gradually until concrete becomes free standing.

1.4 SUBMITTALS

A. Shop Drawings: Fabrication and erection drawings of forms for specific finished concrete surfaces, as indicated. Show general construction of forms, jointing, special joints or reveals, location and pattern of form tie placement, and other items affecting exposed concrete visibility.

B. Form Release Agent: Where concrete surfaces are scheduled to receive special finishes or applied coverings which may be affected by agent submit manufacturer's instructions for use of agent.

1.5 QUALITY ASSURANCE

A. Designer's Qualifications: Structural design professional who complies with Utah licensing law, has experience in concrete formwork, and is acceptable to the authority having jurisdiction.

B. Design Forms:

1. With sufficient strength to maintain finished tolerances indicated in Section 03 35 00, to support loads, pressures, and allowable stresses as outlined in ACI 347 and for design considerations such as wind loads, allowable stresses, and other applicable requirements of local Laws and Regulations.

2. To permit easy removal.

3. For required finishes.

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C. Design, engineering, and construction of formwork is CONTRACTOR's responsibility.

1.6 JOB CONDITIONS

A. For reference purposes, establish and maintain sufficient control points and bench marks to check tolerances. Maintain in an undisturbed condition and until final completion and acceptance of Work.

B. Regardless of tolerances specified, allow no portion of Work to extend beyond legal boundaries.

1.7 FIELD SAMPLES

A. Prepare field Samples and submit per Section 01 33 00.

B. Construct and erect sample formwork panel for architectural concrete surfaces receiving special treatment or finish as a result of formwork. Formwork to include vertical and horizontal form joints and typical rustication joints when required.

C. Size panel to indicate special treatment or finish required, including form release agent.

D. Remove formwork after casting concrete.

1.8 ACCEPTANCE

A. Secure ENGINEER's inspection of form layout for concrete flat work.

PART 2 PRODUCTS

2.1 FORM MATERIALS

A. Faced with material which will produce smooth and uniform texture on concrete, unless indicated otherwise.

B. Arrange facing material orderly and symmetrical, keeping number of seams to a minimum.

C. Do not use material with raised grain, patches, or other defects which will impair texture of concrete surface.

2.2 FORMWORK ACCESSORIES

A. Form Ties:

1. Use ties constructed so end fasteners can be removed without spalling concrete faces.

2. After end fasteners of ties have been removed, embedded portion of ties are to terminate not less than two (2) times the diameter or thickness of the fasteners from formed faces of concrete, but in no case greater than 3/4 inch.

3. When formed face on concrete is not exposed, form ties may be cut off flush with formed surfaces. Use ties with 3/4 inch diameter cones on both ends or an approved equal for water retaining structures.

B. Premolded Expansion Joint Filler: F1 sheet, Section 32 13 73 unless

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indicated elsewhere.

C. Form Release Agent: Colorless material which will not stain concrete, absorb moisture, impair natural bonding or color characteristics of concrete. To prevent contamination, agents used on potable water structures are subject to review by ENGINEER before use.

D. Fillets for Chamfered Corners: Wood strips 1 inch x 1 inch size, maximum length possible.

PART 3 EXECUTION

3.1 INSPECTION

A. Verify lines, levels, and measurements before proceeding with formwork.

3.2 FORM CONSTRUCTION

A. Make forms sufficiently tight to prevent loss of concrete.

B. Unless indicated otherwise, place chamfer strips in corners of forms to produce beveled edges on permanently exposed exterior corners.

C. To maintain specified finish tolerances, camber formwork to compensate for anticipated deflections.

D. Provide positive means of adjustment using wedges, jacks, Shores, and struts to take up all settlement during concrete placing operation.

E. Provide temporary ports in formwork to facilitate cleaning and Inspection. Locate openings at bottom of forms to allow flushing water to drain.

F. At construction joints, overlap forms over hardened concrete at least six

(6) inches. Hold forms against hardened concrete to prevent offsets or loss of mortar at construction joint and to maintain true surface.

G. Construct wood forms for wall openings to facilitate loosening, or counteract swelling.

H. Fasten wedges used for final adjustment of forms before concrete placement in position after final check.

I. Anchor formwork to Shores, supporting surfaces or members to prevent upward or lateral movement and deflection of any part of formwork system during concrete placement.

J. Provide runways for moving equipment with struts or legs, supported directly on formwork or structural member without resting on reinforcing.

K. Position expansion joint material and other embedded items accurately and support to prevent displacement.

L. To prevent entry of concrete, fill voids in sleeves, inserts, and anchor slots temporarily with readily removable material.

M. For architectural concrete, limit deflection of facing materials between studs as well as deflection of studs and walers to 0.0025 times span.

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N. For underground concrete work, do not use soil walls for forming unless authorized by

ENGINEER.

3.3 INSERTS, EMBEDDED PARTS, AND OPENINGS

A. Provide formed openings for elements embedded in or passing through concrete.

B. Coordinate work of other sections for the forming and setting of openings, slots, recesses, chases, sleeves, bolts, anchors, and other inserts.

C. Install accessories per manufacturer's instructions. Ensure items are not disturbed during concrete placement.

3.4 FORM FINISHES

A. Use forms with smooth rubbed, scrubbed, sand floated finishes that meet ACI 347 unless indicated otherwise.

B. For As-cast Finishes:

1. Install form panels in orderly arrangement with joints planned in approved relation to building elements.

2. Where panel joints are recessed or otherwise emphasized, locate form ties within joints, not within panel areas.

3. Where an as-cast finish is required, no grouting will be permitted in the finishing operation.

C. Textured Finishes: As indicated.

3.5 APPLICATION OF FORM RELEASE AGENT

A. Apply form release agent on formwork per manufacturer's instructions. Apply before placing reinforcing steel, anchoring devices, and embedded items.

3.6 FORM REMOVAL

A. Do not pry against face of concrete. Use only wooden wedges.

B. When repair of surface defects or finishing is required at an early age, remove forms as soon as concrete has hardened sufficiently to resist damage from removal operations.

C. Remove top forms on sloping surfaces of concrete as soon as concrete has attained sufficient stiffness to prevent sagging. Perform needed repairs or treatment required on such sloping surfaces at once, followed by specified curing.

D. Loosen wood forms for wall openings as soon as it can be accomplished without damage to concrete.

E. Formwork for columns, walls, sides of beams, and other members not supporting weight of concrete may be removed as soon as concrete has hardened sufficiently to resist damage from removal.

F. Where no Reshoring is planned, leave forms and Shoring used to support weight of concrete in beams, slabs, and other concrete members in place until concrete has attained its specified strength.

G. Where Reshoring is planned, supporting formwork may be removed

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when concrete has reached 70 percent of specified strength, provided Reshoring is installed immediately.

H. When Shores and other vertical supports are so arranged that non-load carrying, form-facing material may be removed without loosening or disturbing Shores and supports, facing material may be removed at an earlier age.

3.7 RESHORING

A. When Reshoring is permitted or required, plan operations in advance and obtain approval.

B. During Reshoring do not subject concrete in beam, slab, column, or any other structural member to combined dead and construction loads and live loads in excess of loads permitted for developed concrete strength at time of Reshoring.

C. Place Reshores as soon as practical after stripping operations are complete, but in no case later than end of working day on which stripping occurs.

D. Tighten Reshores to carry required loads without over-stressing.

E. Leave Reshores in place until the concrete being supported has reached its specified strength.

F. For floors supporting Shores under newly placed concrete, level original supporting Shore or

Reshore:

1. Reshoring system shall have a capacity to resist anticipated loads in all cases equal to at least 1/2 the capacity of the Shoring system.

2. Unless otherwise specified locate Reshores directly under a Shore.

3. In multistory buildings, extend Reshoring through a sufficient number of stories to distribute the weight of newly placed concrete, forms, and construction live loads in such a manner that design loads of floors and supporting Shores are not exceeded.

G. Design, engineering, and construction of Shoring and Reshoring is the responsibility of the

CONTRACTOR.

3.8 REMOVAL STRENGTH

A. When removal of formwork or Reshoring is based on concrete reaching a specified strength, it shall be assumed that concrete has reached this strength when either of the…