ESBD_File_346576_Chaparral Pump Station Re-Bid - IFC Specs Vol 2 of 2.pdf

CITY OF KILLEEN, TEXAS

SPECIFICATIONS AND CONTRACT DOCUMENTS

FOR THE

CONSTRUCTION OF

CHAPARRAL PUMP STATION RE-BID

Volume II of II

BID NO: 24-21

December 2023

Prepared by

PREPARED BY:

FREESE AND NICHOLS, INC.

10431 MORADO CIRCLE, SUITE 300

AUSTIN, TEXAS 78759

(512) 617-3100

TEXAS REGISTERED ENGINEERING FIRM F-2144

THIS PAGE INTENTIONALLY LEFT BLANK

November 2021

CoK BN: 24-21 Table of Contents Page 2

STANDARD FORMS

Certificate of Insurance

Notice of Award Form

Notice to Proceed Form

Application for Payment Form

Transmittal of Shop Drawings Form

Change Order Form

Request for Payment of Material on Hand Form

Request for Payment of Materials on Hand Summary Page

Certificate of Substantial Completion Form

Certificate of Construction Completion Form

As Built Certification and Transmittal

Title Warranty

Affidavit of Payment of Debts and Claims

APPENDIX

Appendix A&E Nondiscrimination Requirements

CITY OF KILLEEN TECHNICAL SPECIFICATIONS

Section 200 – Project Requirements

202 - Definition of Terms

203 - Abbreviations

204 - Summary of the Work

205 - Site Conditions

206 - Contractor Use of Premises

207 - Control of Work

208 - Control of Materials

209 - Legal Relations and Responsibilities to the Public

210 - Environmental Protection Procedures

211 - Submittals

212 - Trench Safety Requirements

CoK BN: 24-21 Table of Contents Page 3

213 - Testing of Pipelines and Manholes

214 - Summary of Testing (Miscellaneous)

215 - Project Closeout

216 - Project Identification Signage

217 - Warrant

218 - Inspection of Projects

Section 300 – General Specifications

301 - Barricades, Signs and Traffic Handling

302 - Site Preparation

303 - Site Clearing

304 - Trenching, Backfilling and Compaction

305 - Granular Fill Materials

306 - Sedimentation and Temporary Erosion Control

307 - Loaming, Hydroseeding and Permanent Erosion Control

308 - Miscellaneous Work and Cleanup

309 - Structural Excavation

Section 400 – Drainage Specifications

408 - Riprap for Slope Protection

Section 500 – Transportation Specifications

501 - Hot Mix Asphaltic Concrete Pavement

502 - Roadway Excavation

503 - Embankment

504 - Flexible Base (Crushed Stone)

506 - Lime Treatment for Materials in Place

Section 600 – Water Specifications

601 - Ductile Iron Pipe and Fittings

603 - Valves, Hydrants and Appurtenances

CoK BN: 24-21 Table of Contents Page 4

Section 700 – Wastewater Specifications

702 - Polyvinyl Chloride (PVC) Pipe - Wastewater

Section 800 – Concrete Specifications

801 - Concrete Structures

802 - Concrete for Structures

804 - Concrete Curb and Gutter

805 - Concrete Sidewalks, Driveways and Flatwork

806 - Membrane Curing

807 - Reinforcing Steel

808 - Flowable Backfill

809 - Concrete Pavement

810 - Shotcrete

ADDITIONAL TECHNICAL SPECIFICATIONS

Division 01 – General Requirements

01 23 10 – Alternates and Allowances

01 29 01 - Measurement and Basis for Payment

01 33 04 - Operation and Maintenance Data

01 33 05 - Construction Progress Schedule

01 33 06 - Graphic Documentation

01 40 01 - IBC Special Instructions

01 57 23 - Temporary Stormwater Pollution Control

01 75 00 - Starting and Adjusting

01 79 00 - Training of Operation and Maintenance Personnel

Division 03 – Concrete

03 11 00 - Concrete Forming

03 21 00 - Reinforcing Steel

03 30 00 - Cast-In-Place Concrete

CoK BN: 24-21 Table of Contents Page 5

Division 04 – Masonry

04 20 00 - Unit Masonry

Division 05 – Metals

05 05 13 - Galvanizing

05 12 00 - Structural Steel Framing

05 31 00 - Steel Decking

05 50 00 - Metal Fabrications

Division 06 – Woods, Plastics and Composites

06 10 00 - Rough Carpentry

Division 07 – Thermal and Moisture Protection

07 21 00 - Thermal Insulation

07 27 26 - Fluid-Applied Membrane Air Barriers

07 42 13 - Metal Wall Panels

07 52 16 - Styrene-Butadiene-Styrene (SBS) Modified Bituminous Membrane Roofing

07 62 00 - Sheet Metal Flashing and Trim

07 72 00 - Roof Accessories

07 92 00 - Joint Sealants

VOLUME II

Division 08 – Openings

08 11 13 - Hollow Metal Doors and Frames

08 33 23 - Overhead Coiling Doors

08 45 23 - Fiberglass-Sandwich-Panel Assemblies

08 71 00 - Door Hardware

08 90 00 - Louvers and Vents

Division 09 – Finishes

CoK BN: 24-21 Table of Contents Page 6

09 22 16 - Non-Structural Metal Framing

09 29 00 - Gypsum Board

09 96 00.01 - High Performance Coatings

09 99 00 - Painting

Division 10 – Specialties

10 14 19 - Dimensional Letter Signage

10 44 01 - Fire Extinguishers

10 73 16.13 - Aluminum Canopy Structures

Division 22 – Plumbing

22 10 00.01 - Miscellaneous Piping and Appurtenances

22 14 29.16 - Submersible Sump Pumps

Division 23 – HVAC

23 00 00 - Heating, Ventilating, and Air Conditioning

23 05 13 - Common Motor Requirements for HVAC Equipment

23 05 53 - Identification for HVAC Piping and Equipment

23 05 93 - Testing, Adjusting, and Balancing for HVAC

23 34 23 - HVAC Ventilators

23 81 13 - Packaged Wall-Mount Air-Conditioning Units

23 82 39.13 - Wall Unit Heaters

Division 26 – Electrical

26 01 26 - Testing of Electrical Systems

26 05 00 - Common Work Results for Electrical

26 05 19 - Low Voltage Electrical Power Conductors and Cables

26 05 23 - Control-Voltage Electrical Power Cables

26 05 26 - Grounding and Bonding for Electrical Systems

26 05 29 - Hangers and Supports for Electrical Systems

26 05 33 - Raceways and Boxes for Electrical Systems

26 05 36 - Cable Trays for Electrical Systems

CoK BN: 24-21 Table of Contents Page 7

26 05 43.01 - Manholes and Concrete Pull Boxes for Electrical Systems

26 05 53 - Identification for Electrical Systems

26 05 73.01 - Electrical Power System Studies

26 09 23 - Lighting Control Devices

26 22 13 - Low Voltage Distribution Transformers

26 24 13 - 600 Volt Switchboards

26 24 16 - Panelboards

26 27 26 - Wiring Devices

26 28 16 - Enclosed Switches and Circuit Breakers

26 29 13 - Enclosed Controllers

26 29 23.11 - Low Voltage Variable Frequency Drives

26 29 87 - Electrical Control Panels

26 32 13 - Engine Generators

26 41 13 - Lightning Protection for Structures

26 50 00 - Lighting

Division 31 – Earthwork

31 23 10 - Structural Excavation and Backfill

31 32 19.15 - Geotextile

Division 32 – Exterior Improvements

32 91 13 - Soil Preparation

32 91 19.13 - Topsoil Placement and Grading

Division 33 – Utilities

33 10 13 - Disinfecting of Water Utility Distribution

Division 40 – Process Integration

40 05 53 - Identification for Process Piping and Equipment

40 05 78 - Air Release and Air And Vacuum Valves

40 90 00 - Instrumentation and Control for Process Systems

40 90 01 - Instrumentation

40 90 02 - Supervisory Control and Data Acquisition (SCADA) System

CoK BN: 24-21 Table of Contents Page 8

40 90 02.01 – Points List

40 90 03 - Control Narratives

40 92 13.20 - Pump Control Valves

Division 41 – Materials Handling And Process Equipment

41 22 13.13 - Bridge Cranes

Division 43 – Process Gas & Liquid Handling

43 23 21 - Horizontal Split-Case Centrifugal Pumping Units

Appendix

Appendix A Geotechnical Investigation

Appendix B Easement Documents

Appendix C Standard Product List

Appendix D Electric Utility Information

ADDITIONAL TECHNICAL SPECIFICATIONS

DIVISION 01

GENERAL REQUIREMENTS

Operation and Maintenance Data 01 33 04 - 1 KIL17231 – Chaparral Pump Station

01 33 04 OPERATION AND MAINTENANCE DATA

PART 1 - GENERAL

1.01 SUMMARY

A. Prepare a complete and detailed operation and maintenance manual (manual) for each type and model of equipment or product furnished and installed under this Contract.

B. Prepare manuals in the form of an instruction manual for the Owner. The manuals are to be suitable for use in providing the operation and maintenance instructions required by Section 01 79 00 “Training of Operation and Maintenance Personnel.”

C. Provide complete and detailed information specifically for the products or systems provided for this Project. Include the information required to operate and maintain the product or system.

D. Manuals are to be provided in addition to any information packed with or attached to the product when delivered. Remove information packed with or attached to the product and include this information as an attachment to the manual.

E. Include cost for manuals provided by Suppliers and Subcontractors as described in this Section in the Cost of Work for that equipment item.

1.02 DOCUMENTATION

A. Submit manuals in accordance with Section 211 “Submittals.” Attach a copy of the Operation and Maintenance Manual Review Report form provided by the Construction Manager to each manual with pertinent information completed.

B. Provide one preliminary electronic copy of the manual to the Construction Manager for review within 15 days after review of any equipment submittal by the Owner.

C. Provide one electronic copy and three printed copies of the final manual after:

1. Preliminary manuals have been approved;

2. Field test records have been incorporated into the manual; and

3. Record Documents per Section 215 “Project Closeout” have been approved and have been incorporated in the final manual.

D. Provide copies of the manufacturer’s warranties, guarantees, or service agreements in accordance with Section 217 “Warranty.”

PART 2 - PRODUCTS

2.01 MATERIALS

A. Provide digital files for each manual as specified in Paragraph 2.02.

1. Use filenames that correspond to the equipment designation shown in the Contract Documents or other equipment designations provided by the Owner.

2. Submit a preliminary version of the electronic manual for review. Provide a final version of the manual incorporating Owner’s comments.

Operation and Maintenance Data 01 33 04 - 2

B. Provide printed copies of each manual as specified in Paragraph 2.03.

2.02 ELECTRONIC MANUAL FORMAT

A. Manual contents are to be submitted in electronic format to the Construction Manager.

B. Provide individual electronic files for each manual.

1. Maximum file size is 75 MB. If manual is greater than maximum allowable file size, provide individual files for each major section of manual.

2. Acceptable file types for written documents are Portable Document File (PDF) or provide manual text in Microsoft Word. Provide drawings in native format and PDF format. All files must be compatible with the latest software version available.

3. Filename must identify the equipment location, equipment manufacturer, and date equipment placed in service, e.g. JCC1-Pump Room-Manufacturer-200503.pdf.

4. Each electronic file must contain a table of contents at the beginning of the file which includes hypertext links or bookmarks to navigate the file contents per section/chapter.

5. Scanned images of written documents are not acceptable. Document must allow character selection. Text within a file must be transferable to other documents.

6. Drawing files must have the ability to turn on/off drawing layers within the file.

2.03 PRINTED MANUAL FORMAT

A. Printed copies of each manual are to be submitted as follows:

1. Print manuals on heavy, first quality 8-1/2 x 11 paper.

a. Reduce drawings and diagrams to 8-1/2 x 11 paper size.

b. When reduction is not practical, fold drawings and place each separately in a clear, super heavy weight, top loading polypropylene sheet protector designed for three-ring binder use. Provide a typed identification label on each sheet protector.

c. Punch paper for standard three-ring binders.

2. Place manuals in heavy duty presentation, d-ring binders with clear front, back, and spine covers.

3. Identify each manual by placing a printed cover sheet in the front cover of the binder and as the first page in the manual. The first page is to be placed in a clear polypropylene sheet protector. The information on first page and the cover page are to include:

a. Name of Owner;

b. Project name;

c. Volume number; and

d. Table of contents.

4. Insert the name of the Project and volume number into the spine covers.

Operation and Maintenance Data 01 33 04 - 3

5. Sheet lifters are to be provided.

6. Minimum size is 2-inch capacity. Maximum size is 3-inch capacity. Fill binders to only three-fourths of its indicated capacity to allow for addition of materials to each binder by the Owner.

7. Provide index tabs for each section of the manual. Indexes are to be constructed of heavy-duty paper with a reinforced binding edge. The designation on each index tab is to correspond to the number and letter assigned in the Table of Contents.

8. Manuals for several products or systems may be provided in the same binder.

Correlate the data into related groups when multiple products or systems are included in the same binder.

a. Sections for each product or system must be included in the same binder.

b. Sections must be in numerical order from volume to volume.

PART 3 - EXECUTION

3.01 MANUAL ORGANIZATION AND CONTENTS

A. Provide a table of contents listing each section of the manual for each product or system.

1. Assign a number and letter to each section in the manual.

a. The number is to correspond to the Owner’s equipment numbering system or other system designated in the Contract Documents.

b. The letter assigned will represent the part of the manual, consistent with the manual contents as required by this Section.

2. Identify each product or system using the nomenclature shown in the Contract Documents. Provide a cross reference to the Owner’s numbering system and designations for equipment indicated in the Contract Documents if these are different.

B. Include only the information that pertains to the product described. Annotate each sheet to:

1. Clearly identify the specific product or component installed;

2. Clearly identify the data applicable to the installation; and

3. Delete or strike through references to inapplicable information.

C. Supplement manual information with drawings as necessary to clearly illustrate relations of component parts of equipment and systems, and control and flow diagrams.

D. Manuals for several products or systems may be provided in the same binder.

E. Fill binders to only three-fourths of its indicated capacity to allow for addition of information by the Owner.

3.02 EQUIPMENT AND SYSTEMS MANUAL CONTENT

A. Provide the following information in the first tabbed section of each manual:

1. A description of the unit and component parts and how it functions.

Operation and Maintenance Data 01 33 04 - 4

2. Operating instructions for pre-startup, startup, normal operations, regulation, control, shutdown, emergency conditions, and limiting operating conditions.

3. The sequence of operation by the controls manufacturer. Provide control diagrams by the manufacturer, modified to reflect the as-built, as-installed condition.

4. Include general assembly contract drawings, sections, and photographic views as necessary to completely depict and properly identify the equipment. Indicate the dimensions, weight, capacity, and design conditions for the equipment.

B. Include detailed information to allow for the proper installation, calibration, testing, preventative, and corrective maintenance procedures in the second section of the manual or of each section of the manual information if the manual covers a multi-component equipment system. This information should include the following:

1. Maintenance instructions including assembly, installation, alignment, clearances, tolerances, and interfacing equipment requirements, adjustment, and checking instructions. Include any special rigging required to place the equipment into place, and any special test equipment required to place the equipment in service.

2. A safety subsection which addresses all safety and tag-out procedures necessary to safely operate and maintain the equipment.

3. Lubrication schedule and lubrication procedures. Include a cross reference for recommended lubrication products.

4. Troubleshooting guide.

5. A table showing the schedule of routine maintenance requirements and seasonal work which is not performed at a set frequency. Preventative maintenance tasking must address:

a. Daily/weekly inspections performed by operations personnel;

b. Routine preventative maintenance scheduled weekly, monthly, quarterly, semi-annually, or annually through major overhauls by maintenance personnel; and

c. Predictive maintenance work such as alignment, analysis of the equipment, vibration, flow, oil sampling, etc.

6. Description of sequence of operation by the control manufacturer.

7. Warnings for detrimental maintenance practices.

8. Detailed corrective maintenance procedures including:

a. Detail equipment for complete disassembly and assembly;

b. Cross-sectional drawings or exploded views with all parts numbered to correspond with the numbers in the parts list to permit identification of the various parts;

c. A table of normal clearances, diameters, thickness of new parts, and limits permissible for wearing parts; and

d. List torque settings for nuts, bolts, and fasteners when critical to the equipment’s performance.

Operation and Maintenance Data 01 33 04 - 5

C. Include all necessary diagrammatic piping and wiring diagrams and miscellaneous contract drawings and equipment in the third section of the manual or of each section of the manual if the manual covers a multi-component equipment system.

D. Provide spare parts information in the fourth section of the manual including:

1. Part numbers for ordering new parts;

2. Assembly illustrations showing an exploded view of the complex parts of the product;

3. Predicted life of parts subject to wear;

4. List of the manufacturer’s recommended spare parts, current prices with effective date, and number of parts recommended for storage;

5. Directory of a local source of supply for parts with company name, address, and telephone number;

6. Complete nomenclature and list of commercial replacement parts; and

7. Complete list of spare parts, spare equipment, tools, and materials that are turned over to the Owner.

E. Provide statistical information from the original equipment manufacturer as to performance such as pump curves, flow charts insulation resistance, calibration, or test data sheets in the fifth section of the manual, including all field testing records used to verify actual performance.

F. Provide equipment name plate data installed on equipment and valves and equipment data sheets as required and furnished by the Owner in the sixth section of the manual.

G. Provide a copy of warranties and the date the warranty expires for equipment in the seventh section of the manual.

3.03 ELECTRICAL AND ELECTRONICS SYSTEMS MANUAL

A. Provide all of the information listed in Paragraph 3.02 as appropriate and include the following information:

1. Control schematics and point to point wiring diagrams prepared for field installation;

2. Circuit directories of panel boards and terminal strips and as installed color coded wiring diagrams; and

3. Other information as may be required by the individual Specification Sections.

3.04 ARCHITECTURAL PRODUCTS MANUAL

A. Provide the following information:

1. Information required for ordering replacement products;

2. Instructions for care and maintenance;

3. List of the manufacturer’s recommended lubricants;

4. The manufacturer’s recommendations for types of cleaning agents and methods;

Operation and Maintenance Data 01 33 04 - 6

5. Cautions against cleaning agents and methods that are detrimental to the product;

and

6. Recommended maintenance and cleaning schedule.

B. Final balancing reports for mechanical systems.

C. Other information as may be required by the individual Specification Sections.

3.05 LIST OF SERVICE ORGANIZATIONS

A. Provide a directory of authorized service organizations with company name, address, telephone number, email address, and the contact person for warranty repair.

END OF SECTION

Construction Progress Schedule 01 33 05 - 1

01 33 05 CONSTRUCTION PROGRESS SCHEDULE

1.01 SUMMARY

A. Prepare and submit a Progress Schedule for the Work and update the schedule on a monthly basis for the duration of the Project.

B. Provide Progress Schedule in adequate detail to allow Owner to monitor progress and to relate submittal processing to sequential activities of the Work.

C. Incorporate Contract Milestones into the schedule and show activities leading to achievement of these milestones.

D. Assume complete responsibility for maintaining the progress of the Work per the Progress Schedule submitted.

1.02 DOCUMENTATION

A. Submit the schedules to the Construction Manager. Send all documents in digital format for processing.

B. Do not leave any blanks incomplete. If information is not applicable, enter NA in the space provided.

C. Provide schedules, schedule updates and revisions to the Construction Manager in electronic format in its originating software and in Portable Document Format (PDF) as required by Section 211 “Submittals.”

D. Submit a preliminary Progress Schedule at the pre-construction conference.

E. Submit a detailed Progress Schedule at least 10 days prior to the first payment request.

F. Submit Progress Schedule updates monthly within 10 days after submitting Applications for Payment to indicate the progress made on the Project to the closing date for the Application for Payment. Failure to submit Progress Schedules will cause delay in the review and approval of subsequent Applications for Payment.

1.03 PROGRESS SCHEDULE REQUIREMENTS

A. Progress Schedule is to be in adequate detail to:

1. Ensure adequate planning, scheduling, and reporting during the execution of the Work;

2. Ensure the coordination of the Work of the Contractor and the various Subcontractors and Suppliers;

3. Monitor the progress of the Work; and

4. Evaluate the impact of proposed changes to the Contract Times and Project Schedule.

B. Provide personnel with 5 years’ minimum experience in scheduling construction work comparable to this Project. Prepare the Progress Schedule using acceptable scheduling software.

Construction Progress Schedule 01 33 05 - 2

C. Provide the Progress Schedule in the form of a computer-generated critical path schedule which includes Work to be performed on the Project. It is intended that the Progress Schedule accomplish the following:

1. Give early warning of delays in time for correction.

2. Provide detailed plans for the execution of the Work in the form of future activities and events in sequential relationships.

3. Establish relationships of significant planned Work activities and provide a logical sequence for planned Work activities.

4. Provide continuous current status information.

5. Allow analysis of the Contractor’s program for the completion of the Project.

6. Permit schedules to be revised when the existing schedule is not achievable.

7. Log the progress of the Work as it actually occurs.

D. Provide a time-scaled horizontal bar chart which indicates graphically the Work scheduled at any time during the Project. The chart is to indicate:

1. Complete sequence of construction by activity;

2. Identification of the activity by structure, location, and type of Work;

3. Chronological order of the start of each item of Work;

4. The activity start and stop dates;

5. The activity duration; and production rates used to determine the duration;

6. Successor and predecessor relationships for each activity;

7. A clearly indicated single critical path; and

8. Projected percentage of completion, based on dollar value of the Work included in each activity as of the first day of each month.

E. Provide a Progress Schedule for Submittals:

1. Indicate the specific dates each document is to be delivered to the Construction Manager.

2. Allow a reasonable time to review each document, taking into consideration the size and complexity of the document, other documents being processed, and other factors that may affect review time.

3. Include time for making revisions to the Shop Drawings and resubmitting the Shop Drawing for at least a second review.

4. Assume a 14-day review cycle for each time a Shop Drawing is submitted for review unless a longer period is indicated in the Contract Documents or provided by the Construction Manager.

5. Contractor is responsible for delays associated with additional time required to review incomplete or erroneous documents and for time lost when documents are submitted for products that do not meet specification requirements.

Construction Progress Schedule 01 33 05 - 3

1.04 PROGRESS SCHEDULE REVISIONS

A. Revise the Progress Schedule if it appears that the schedule no longer represents the actual progress of the Work.

1. Submit a Plan of Action for schedule recovery if the Progress Schedule or earned value analysis indicates that the Project is more than 30 days behind schedule. The report is to include:

a. Number of days behind schedule;

b. Narrative description of the steps to be taken to bring the Project back on schedule; and

c. Anticipated time required to bring the Project back on schedule.

2. Submit a revised Progress Schedule indicating the action that the Contractor proposes to take to bring the Project back on schedule.

B. Revise the Progress Schedule to indicate any adjustments in Contract Times approved by a Modification.

1. Include a revised Progress Schedule with Change Proposals if a change in Contract Times is requested.

2. Construction Manager will deem any Change Proposal that does not have a revised Progress Schedule and request for a change in Contract Times as having no impact on the ability of the Contractor to complete the Project within the Contract Times.

C. Updating the Progress Schedule to reflect actual progress is not considered a revision to the schedule.

D. Applications for Payment will not be recommended for payment without a revised Progress Schedule and if required, the report indicating the Contractor’s plan for bringing the Project back on schedule.

1.05 FLOAT TIME

A. Define float time as the amount of time between the earliest start date and the latest start date of a chain of activities on the construction schedule.

B. Float time is not for the exclusive use or benefit of either the Contractor or Owner.

C. Where several subsystems each have a critical path, the subsystem with the longest time of completion is the critical path and float time is to be assigned to other subsystems.

D. Schedule completion date must be the same as the Contract completion date. Time between the end of construction and the Contract completion date is float time.

1.06 MODIFICATION OF CONTRACT TIMES

A. Contract Times cannot be changed by the submission of a Progress Schedule. Contract Times can only be modified by a Change Order or Contract Amendment.

B. Submit a Change Proposal for any proposed change in Contract Times, and include justification for the change in accordance with the provisions of the Contract Documents.

Construction Progress Schedule 01 33 05 - 4

1.07 NEAR-TERM LOOK AHEAD SCHEDULES

A. Provide a near-term look ahead schedule (NTLA Schedule) every 30 days, typically at periodic coordination meetings, using the form provided by the Construction Manager which shows the days of planned activity for the following:

1. Submittals to be provided and day of anticipated return;

2. Equipment and material deliveries;

3. Arrival and departure of key construction equipment; and

4. Activities for the Contractor and each Subcontractor.

B. Coordinate NTLA Schedule with Project Schedule. Submit a report with each NTLA Schedule identifying deviations from the Project Schedule.

C. Submit a report of near-term work planned in the previous NTLA Schedule that was delayed or not executed by marking actual activity on the previous near term look ahead schedule. Provide explanation of why planned work was not executed and plan to execute in the future and regain time lost.

PART 2 - PRODUCTS (NOT USED)

PART 3 - EXECUTION (NOT USED)

Graphic Documentation 01 33 06 - 1

01 33 06 GRAPHIC DOCUMENTATION

1.01 SUMMARY

A. Furnish an adequate number of photographs of the Site to clearly depict the completed Project.

1. Provide aerial photographs of the completed Project from an angle and height to include the entire Site.

2. Provide a minimum of four different views.

3. Photograph a panoramic view of the entire Site.

4. Photograph all significant areas of completed construction.

5. Do not take completion photographs until all construction trailers, excess materials, trash, and debris have been removed.

6. Employ a professional photographer approved by the Construction Manager to photograph the Project.

B. Provide video recordings of the Site.

1. Record the condition of all existing facilities in or abutting the construction area (right-of-way) including streets, curb and gutter, utilities, driveways, fencing, landscaping, etc., prior the beginning of construction. Provide one copy of the dated and labeled recording to the Construction Manager before the start of construction. Provide additional recording as directed by the Construction Manager if the recording provided is not considered suitable for the purpose of recording pre-existing conditions.

2. Provide a video recording of the Site after the Project is complete and all construction trailers, excess materials, trash, and debris have been removed. Provide a 360-degree view of the Project from a consistent height and angle.

3. Format must allow photographic still shots to be extracted from the video recording.

1.02 DOCUMENTATION

A. Submit photographic documentation and two DVDs of the video recording in accordance with Section 211 “Submittals.”

1.03 QUALITY ASSURANCE

A. Provide clear photographs and video recordings taken with proper exposure. View photographs and video recordings in the field and take new photographs or video recordings immediately if photos of an adequate print quality cannot be produced or video quality is not adequate. Provide photographs with adequate quality and resolution to permit enlargements.

Graphic Documentation 01 33 06 - 2

PART 2 - PRODUCTS

2.01 PHOTOGRAPHS

A. Provide photographs in digital format with a minimum resolution of 1280x960, accomplished without a digital zoom.

B. Take photographs at locations acceptable to the Construction Manager.

C. Provide two color prints of each photograph and a digital copy on a DVD of each photograph taken.

D. Identify each print on back with:

1. Name of the Project.

2. Date, time, location, and orientation of the exposure.

3. Description of the subject of photograph.

E. Submit photograph in clear plastic sheets designed for photographs. Place only one photograph in each sheet to allow the description on the back to be read without removing the photograph.

F. Final photographs are to include two 8-inch x 10-inch glossy color prints for each of the 10 photographs selected by the Construction Manager. These photographs are in addition to normal prints.

2.02 VIDEO RECORDING

A. Provide video recordings in digital format on a DVD that can be played with Windows Media Player in common format in full screen mode without loss of resolution.

B. Identify Project on video by audio or visual means.

C. Provide video with file size that does not exceed 1 GB.

D. Provide video resolution of at least 1080p.

E. The quality of the video must be sufficient to determine the existing conditions of the construction area. Camera panning must be performed while at rest; do not pan the camera while walking or driving. Camera pans should be performed at intervals sufficient to clearly view the entire construction area.

F. Label the DVD with construction stationing. Stationing is to be annotated in the video.

G. The entire construction area recording must be submitted at once. Sections submitted separately will not be accepted.

H. Site components must be video recorded in an organized sequential order with major components identified.

PART 3 - EXECUTION (NOT USED)

IBC Special Inspections 01 40 01 - 1

01 40 01 IBC SPECIAL INSPECTIONS

1.01 OVERVIEW

A. The purpose of this Section is to provide the Owner and the Contractor with an understanding of what constitutes special inspections as defined by the International Building Code (IBC), Chapter 17, “Special Inspections and Tests,” and the Contractor’s requirements per IBC and role in enabling the Owner to perform the inspections, and provide the Owner with a Statement of Special Inspection specific to this Project’s Special Inspection requirements.

B. IBC Special Inspections are not a substitute for other testing required elsewhere in the Contract Documents.

C. IBC Special Inspections may not be performed by the Contractor, unless the Contractor and Owner are the same entity.

1.02 CONTRACTOR RESPONSIBILITIES

A. Enable the OPT to conduct the required IBC Special Inspections as outlined below in “Special Inspection Activities by the Owner.”

1. Set up pre-construction meeting and coordinate with OPT, prior to beginning construction, regarding the specific inspection needs and requirements that will be performed as part of these Special Inspections.

2. Provide complete access to the Site and make Contract Documents available at the Site.

a. Provide and pay for all means necessary to enable inspection access at each location requiring inspection. This includes ladders, scaffolding, trench boxes/shielding, fall protection, adequate lighting, adequate ventilation, and designated area(s) for storing inspector equipment and test Samples. All required access must be in accordance with OSHA.

b. Protect Special Inspection test specimens of products and construction materials at the Site in accordance with recognized test procedures.

c. Provide sample materials needed to perform tests.

3. Notify the Construction Manager a minimum of 2 working days in advance of when construction activities requiring testing will be performed or when construction activities will limit and/or prevent inspector(s) from observing construction Work already performed.

a. Provide adequate notice before proceeding with Work that would interfere with sampling, testing, or other required verification.

b. Notify the Construction Manager prior to the time that sampling or testing is required. Lead time is to be adequate to allow arrangements to be made for testing.

c. Do not proceed with any Work until tests indicate that the Work is acceptable.

IBC Special Inspections 01 40 01 - 2

d. Notify the Construction Manager when schedules change as soon as a delay is expected.

4. Provide adequate quantities of representative product to be tested to the laboratory at the designated location.

B. Submit the following documentation as Product Data in accordance with Section 215 “Project Closeout”:

1. A schedule that establishes the approximate major and/or critical inspection Milestones. Provide a revised schedule for alterations to the schedule.

2. Contractor’s test and inspection log described in Paragraph 3.01 at Substantial Completion.

3. If the “Special Inspections for Wind Resistance” table and/or the “Special Inspections for Seismic Resistance” table is included in the Structural Statement of Special Inspections (Attachment A), then each Contractor responsible for the construction of the components listed must submit the documentation required by IBC Section 1704.4, “Contractor Responsibility.”

C. Special Inspection activities are for the purpose of monitoring the results of the Contractor’s Work to see that it is in compliance with the requirements of the Contract Documents.

D. Special Inspection testing requirements mentioned in this Section do not release the Contractor from providing Contractor required testing specified elsewhere in the Contract Documents.

1. Provide all testing documentation required by the Contract Documents.

2. Pay for testing performed to verify Work performed to cure Defective Work complies with the Contract Documents.

E. Special Inspection activities or non-performance of Special Inspection activities do not:

1. Relieve the Contractor of its responsibility to perform Work and furnish materials and products and constructed Work conforming to the requirements of the Contract Documents.

2. Relieve the Contractor of its responsibility for providing adequate quality control measures.

3. Relieve the Contractor of its responsibility for damage to or loss of the material, product, or Work before Owner’s acceptance.

4. Constitute or imply Owner’s acceptance.

5. Affect the continuing rights of the Owner after Owner’s acceptance of the completed Work.

F. All materials and products are subject to Owner’s verification testing. Material or products which have been tested or observed by Owner at a supply source or staging area may be re-observed or re-tested by Owner at any time and rejected if they do not comply with the Contract Documents.

IBC Special Inspections 01 40 01 - 3

1.03 SPECIAL INSPECTION ACTIVITIES BY THE OWNER

A. OPT will provide registered design professionals for special inspection to meet the requirements of 2018 IBC Chapter 17, Structural Tests and Special Inspections, adopted by the city of Killeen, Texas. The registered design professional in responsible charge (RDPIRC) will coordinate and provide IBC special inspections during construction on the types of work listed below. Additionally, the OPT will employ one or more approved agencies to perform inspections and tests during construction on the types of work listed in the Statement of Special Inspection.

B. The OPT will perform the following:

1. Permit: As required by the Building Official for permit issuance, submit the Statement of Special Inspection shown in Attachment A.

2. Preconstruction: Submit names and qualifications of each individual inspector scheduled to perform these inspections to the Building Official prior to the start of construction. Minimum requirements for inspectors must be as indicated in the Statement of Special Inspection.

3. Inspections: The RDPIRC will forward a copy of all inspection and test reports to the Building Official. Discrepancies must be brought to the immediate attention of the Contractor and Construction Manager.

PART 2 - PRODUCTS (NOT USED)

PART 3 - EXECUTION

3.01 TEST AND INSPECTION REGISTER

A. Contractor Test and Inspection Register: Include the following:

1. Date Owner was notified of impending construction Work that requires testing and/or that would interfere with subsequent inspections.

2. Name of person notified and the means of notification.

3. Date construction Work in question was completed.

4. Identification of testing agency or special inspector conducting test or inspection.

B. Maintain an up-to-date copy of the Contractor Test and Inspection Register at the Site and with Record Documents. Post changes and revisions as they occur. Provide access to the Contractor Test and Inspection Register for RDPIRC, OPT, and AHJ reference during normal working hours.

3.02 REPAIR AND PROTECTION

A. General:

1. On completion of inspections and tests, repair damaged construction and restore substrates and finishes.

2. Provide materials and comply with installation requirements specified in other Specification Sections or matching existing substrates and finishes. Restore patched

IBC Special Inspections 01 40 01 - 4 areas and extend restoration in adjoining areas with durable seams that are invisible as possible.

B. Protect construction exposed by or for special inspection activities.

IBC Special Inspections 01 40 01 - 5

ATTACHMENT A

STRUCTURAL STATEMENT OF SPECIAL INSPECTIONS

This Statement of Special Inspections has been prepared in accordance with International Building Code 2018 Chapter 17 by the Structural Engineer of Record for the following Project:

Project Name:

Location:

Owner:

Structural Engineer of Record:

Design Professional in Responsible Charge:

Special Inspector for :

Special Inspector for :

Special Inspector for :

Abbreviations

Inspectors

AWS-CWI: An American Welding Society/American Institute of Steel Construction certified welding inspector.

AWS/AISC-SSI: An American Welding Society certified structural steel inspector.

ACI: An American Concrete Institute certified technician, certified in the applicable construction type.

EIT: An Engineer-In-Training, a graduate engineer who has passed the Fundamentals of Engineering exam, and is under the direct supervision of a PE.

NICET: A National Institute for Certification in Engineering Technologies certified technician, certified in the applicable construction type.

PE: A licensed professional engineer and/or a structural engineer (SE) competent in the area of construction being inspected.

Specifications

ACI 318: American Concrete Institute Building Code Requirements for Structural Concrete.

AISC 360: American Institute of Steel Construction, Specification for Structural Steel Buildings.

ASTM: ASTM International (American Society for Testing and Materials).

AWS: American Welding Society RCSC: RCSC Specification for Structural Joints Using ASTM A325 or ASTM A490 Bolts.

Common Words

C: Continuous observation of specified construction activity.

P: Periodic observation of specified construction activity.

CFSF: Cold formed steel framing.

CD: Contract Documents and/or Shop Drawings (if item is performance specified).

IBC Special Inspections 01 40 01 - 6

Special Inspector Qualifications

Special Inspectors minimum qualifications are listed below for each area of competency.

Applicable IBC Section Minimum Inspector

Qualifications Remarks

1704.2.5 & 1705.10 Fabricated Items

N/A

Inspection of a fabrication facility is not required if the fabricator is exempt per IBC.

Exemption typically requires a manufacturer be certified by an independent organization (e.g. AISC, IAS, SJI, or NPCA).

1705.2 Steel Construction

AWS-CWI

AWS/AISC-SSI,

PE, or EIT

All welds must be inspected by an AWS-CWI.

1705.3 Concrete Construction

ACI or NICET, PE, or EIT

AWS-CWI

All welds must be inspected by an AWS-CWI.

1705.3 Post-Installed Concrete

Anchors

PE

Professional engineer performing inspection must have knowledge of post-installed anchor installation requirements and experience in the design and specifying post-installed anchors.

1705.4 Masonry Construction

ACI or NICET, PE, or EIT

AWS-CWI

All welds must be inspected by an AWS-CWI.

1705.5 Wood Construction

Inspector, PE, or EIT

Inspector must have a minimum of 5 years of related experience.

1705.6 Soils

ACI, NICET, PE,

or EIT

1705.7 Driven Deep Foundations

NICET, PE, or

EIT

1705.8 Cast-in-Place Deep

Foundations

1705.9 Helical Pile Foundations

1705.11 Wind Resistance

PE and AWS-

CWI

All welds must be inspected by an AWS-CWI.

1705.12 Seismic Resistance

PE and AWS-

CWI

All welds must be inspected by an AWS-CWI.

1705.13 Seismic Resistance

Testing

TBD TBD

IBC Special Inspections 01 40 01 - 7

Steel Construction

The inspection requirements for this type of construction include structural steel and metal deck cold formed steel framing.

Verification and Inspection

Frequency Remarks

C P

Material Verification of Cold-Formed Steel Deck

- X Identification markings to conform to ASTM standards specified in approved construction documents.

- X Review manufacturer’s certified test reports.

Steel Deck Installation

- X

Verify fastener size, type, and spacing is in conformance with

CD.

- X Verify standard and special details have been accurately constructed in accordance with CD.

Inspection Tasks Prior to Welding

- - Refer to AISC 360, Table N5.4-1 QA requirements.

Inspection Tasks During Welding

- - Refer to AISC 360, Table N5.4-2 QA requirements.

Inspection Tasks After Welding

- - Refer to AISC 360, Table N5.4-3 QA requirements.

Inspection Tasks Prior to Bolting

- - Refer to AISC 360, N5.6 and Table N5.6-1 QA requirements.

Inspection Tasks During Bolting

- - Refer to AISC 360, N5.6 and Table N5.6-2QA requirements.

Inspection Tasks After Bolting

- - Refer to AISC 360, N5.6 and Table N5.6-3 QA requirements.

Steel Embedded in Concrete

X -

Prior to placement of concrete verify anchor rods and other embedments supporting structural steel. As a minimum, the diameter, grade, type and length of anchor rod or embedded item, and the extent/depth of embedment into concrete.

Connections and Framing Details

- X Verify compliance with CD: including braces and stiffening members, member locations, and application of joint details and applicable notes at each connection.

Cold-Formed Steel Trusses

- X

Where a cold-formed steel truss clear span is 60 ft. or greater, verify temporary installation bracing and permanent bracing for both the truss and truss members is in accordance with approved Shop Drawings.

Open-Web Steel Joists and Joist Girders

- X Check end connections and bridge is in accordance with approved Shop Drawings and CD.

Fabrication - X

If fabricator is audited by an independent agency for each of the items above, then no manufacturer plant verification is required. If fabricator is not exempt, then review fabrication operations and quality control procedures per IBC and AISC, and for each product in accordance with the inspection items noted above.

IBC Special Inspections 01 40 01 - 8

Concrete Construction

The inspection requirements for this type of construction include cast-in-place concrete.

Verification and Inspection

Frequency Remarks

C P

Formwork - X Verify formwork for shape, location and dimensions of the concrete member being formed are in conformance with

CD.

Reinforcing Steel Material and Type

- X Verify size of bars and/or stressing strands, ASTM standard, and grade are in conformance with CD.

Reinforcing Steel Position

- X

Verify quantity and spacing of bars and/or stressing strands, concrete clear cover on all sides. Verify lap splice type, location, and size. Verify no welding of reinforcing except where specifically noted.

Welding of Reinforcing Steel

X - Verify material being welded is ASTM A706 and per CD.

Verify personnel, equipment, materials, and welds per AWS D1.4. Provide 100% visual inspection of all welds.

Cast-In-Place Anchors - X Verify size, type, position, and embedment prior to concrete placement. Verify position after concrete placement.

Cast-In-Place Anchors X - Verify placement and consolidation of concrete around anchors.

Mix Design - X Verify batch plant tickets’ mix number matches approved mix design for each mix design and application.

Fresh Concrete Samples X -

At the same time fresh concrete is sampled to fabricate specimens for strength tests, perform slump and air content tests, and determine the temperature of the concrete.

Sample per ASTM C31, C143, C231 (or C173), C1064. Refer to Section 03 33 00 “Cast-In-Place Concrete”

Placement Technique X - At the time of concrete or shotcrete placement, verify that proper application techniques are being implemented per the CD and ACI 301.

Curing Technique - X Verify that approved means of curing and extreme weather protection are implemented in accordance with the CD.

Prestressed Concrete X - Verify in-situ concrete strength prior to stressing. Refer to CD requirements. Verify application of prestressing forces.

Observe grouting of bonded tendons.

Shore Removal - X Verify in-situ concrete strength prior to stressing. Refer to CD requirements.

Fabrication of Precast Members

- X

If fabricator is audited by an independent agency for each of the items above, then no manufacturer plant verification is required for precast members. If fabricator is not exempt, then review fabrication operations and quality control procedures, and for each product in accordance with the inspection items noted above.

IBC Special Inspections 01 40 01 - 9

Verification and Inspection

Frequency Remarks

C P

Erection of Precast Members

- X

Verify conformance with the CD including welded connections, grouting, and bolting. Where welded connections are specified, verify personnel, equipment, materials, and welds per AWS D1.1. Provide 100% visual inspection of all welds.

Post-Installed Concrete Anchors

The inspection requirements for this type of construction include adhesive and expansion type anchors installed in hardened concrete and masonry construction.

For each construction personnel, anchor type, diameter, and embedment the inspection of initial anchors placed must be continuous based on the requirements below. With the exception of anchors that are upwardly inclined, continuously load in tension, after initial anchor placement inspections have been performed, then inspector may perform quality assurance on a periodic basis.

Any change in personnel or anchor type must require an initial continuous inspection as indicated here.

Verification and Inspection

Frequency Remarks

C P

Inspection Tasks Prior to Anchor Hole Drilling

- X

Verify all personnel are qualified to install anchors.

Installation of adhesive anchors horizontally or upwardly inclined must be performed by personnel certified by an acceptable program.

- X Verify Contractor has manufacturer’s printed installation instructions (MPII) on-site and available for reference by construction personnel.

- X If manufacturer does not have a representative on-site, then special inspector must review MPII with Contractor personnel prior to beginning construction.

- X Verify edge distance limitations indicated in CD’s and existing reinforcing locations compared to proposed anchor hole locations.

- X Verify drill bit diameter matches MPII for anchor diameter indicated in CD’s. Special inspector does not need to be present during actual drilling of holes.

Inspection Tasks After Drilling Prior to Anchor Placement

- X

Verify every hole diameter is in accordance with MPII and verify embedment is in accordance with CD’s and hole depth is in accordance with MPII (hole depth may need to exceed embedment depth, refer to MPII).

- X Verify cleaning operations are in accordance with CD’s and

MPII.

- X Verify anchor type, material, diameter, and length.

- X Where adhesive anchors are specified: verify adhesive type is per CD’s, adhesive expiration date, and adhesive dispensing equipment is per MPII.

IBC Special Inspections 01 40 01 - 10

Frequency Remarks

C P

- X Verify that for horizontal and upwardly inclined adhesive anchors have all MPII required installation items (e.g.

piston-plug)

Inspection Tasks During Anchor Placement

- X Verify that all anchors are installed in accordance with MPII.

Masonry Construction – Level B Quality Assurance

The inspection requirements for this type of construction include load bearing and reinforced concrete masonry construction.

Verification and Inspection

Frequency Remarks

C P

Grout and Mortar Mixes - X Verify grout and mortar mixes on-site match the CD and approved submittals.

CMU Units - X Verify CMU units on-site match the CD and approved submittals.

Mortar Joints - X Verify application of mortar at head and bed joints, joint dimensions, and tooled joint surface are as specified in the

CD.

Reinforcement - X Verify the correct use of rebar positioners and the position of reinforcing bars matches what is specified in the CD.

Verify the correct ASTM, grade, and spacing are…