1-7. Wainwright WWTP Exhibit 5 Specs.pdf

Texas Department of Criminal Justice

Construct Wastewater Treatment Plant

Construction Documents

Project Manual

Issued for Bid

August 2, 2023

MWR No. 00916004

Prepared by:

HDR Architecture, Inc.

8750 N. Central Expressway, Suite 100

Dallas, TX 75231

972-960-4000

TBPE Firm Registration No. F-754

Exhibit J.5

696-FD-26-P007

This page intentionally left blank.

HDR Architecture, Inc. Table of Contents Wainwright Unit Section 00 01 10 - Page 1 of 3 Construct Wastewater Treatment Plant MWR# 00916004 Issued for Bid

TABLE OF CONTENTS

DIVISION 00 — PROCUREMENT AND CONTRACTING REQUIREMENTS

00 01 07 - SEALS AND SIGNATURES

DIVISION 01 — GENERAL REQUIREMENTS

01 00 00 - Scope of Work v.20160801 01 10 00 - Summary v.20200601 01 25 00 - Substitution Procedures v.20160201 01 33 00 - Submittals v.20160301 01 35 73 - Delegated Design Procedures 01 42 00 - References v.20210422 01 45 16.13 - Contractor Quality Control v.20210101 01 45 23 - Testing and Inspection Services v.20200701 01 45 25 - Testing Concrete Structures for Watertightness 01 50 00 - Temporary Facilities and Controls v.20190701 01 57 23 - Temporary Storm Water Pollution Control v.20200301 01 61 03 - Equipment - Basic Requirements 01 70 00 - Execution Requirements v.20191001 01 73 20 - Openings and Penetrations in Construction 01 73 29 - Cutting and Patching v.20180201 01 75 00 - Checkout and Startup Procedures 01 77 00 - Closeout Procedures v.20200301 01 78 23 - Operation and Maintenance Data v.20160301 01 78 36 - Warranties v.20180301 01 78 39 - Project Record Documents v.20210113 01 81 10 - Wind and Seismic Design Criteria 01 90 00 - Facility Demolition v.20220105

DIVISION 03 — CONCRETE

03 05 05 - Concrete Testing and Inspection 03 11 13 - Formwork 03 15 19 - Anchorage to Concrete 03 21 00 - Reinforcement 03 31 30 - Concrete, Materials and Proportioning 03 31 31 - Concrete Mixing, Placing, Jointing, and Curing 03 35 00 - Concrete Finishing and Repair of Surface Defects 03 48 00 - Pre-Engineered Precast Concrete Building

DIVISION 05 — METALS

05 00 00 - Common Work Results for Metals v.20201101 05 05 23.16 - Structural Welding v.20210201 05 12 00 - Structural Steel Framing v.20191001 05 50 00 - Metal Fabrications v.20191001 05 52 43 - Welded Aluminum Railings

DIVISION 06 — WOOD, PLASTICS, AND COMPOSITES

06 82 00 - FIiberglass Reinforced Plastic Fabrications

DIVISION 07 — THERMAL AND MOISTURE PROTECTION

07 26 00 - Under Slab Vapor Retarder 07 92 00 - Joint Sealants v.20201101

Wainwright Unit Section 00 01 10 - Page 2 of 3 Construct Wastewater Treatment Plant MWR# 00916004 Issued for Bid

DIVISION 09 — FINISHES

09 91 13 - Exterior Painting v.20200701 09 96 00 - High-Performance Coatings v.20191001

DIVISION 10 — SPECIALTIES

10 14 00 - Identification Devices

DIVISION 23 — HEATING VENTILATING AND AIR CONDITIONING

23 31 00 - HVAC - Ductwork 23 80 00 - HVAC - Equipment

DIVISION 26 — ELECTRICAL

26 05 00 - Electrical - Basic Requirements 26 05 13 - Medium Voltage Cable 26 05 19 - Wire and Cable - 600 Volt and Below 26 05 26 - Grounding and Bonding 26 05 33 - Raceways and Boxes 26 05 43 - Electrical - Exterior Underground 26 05 46 - Overhead Power Lines 26 05 53 - Identification for Electrical Systems v.20210602 26 08 13 - Electrical Acceptance Testing v.20210201 26 09 13 - Electrical Metering Devices 26 09 16 - Control Equipment Accessories 26 12 19 - Distribution Transformers 26 22 13 - Dry-Type Transformers 26 24 16 - Panelboards 26 24 19 - Motor Control Equipment 26 26 13 - Package Power Supply 26 27 26 - Wiring Devices 26 28 00 - Overcurrent and Short Circuit Protective Devices 26 28 16 - Safety Switches 26 29 13 - Reduced Voltage Solid State Starters - Low Voltage 26 32 14 - Engine Generator Diesel 26 36 00 - Transfer Switches 26 41 13 - Lightning Protection System 26 43 13 - Surge Protection Devices for Low Voltage Electrical Power Circuits 26 50 00 -Interior and Exterior Lighting

DIVISION 31 — EARTHWORK

31 11 00 - Clearing and Grubbing v.20180301 31 22 00 - General Earthwork v.20180301 31 23 10 - Trenching, Backfilling, and Compacting v.20170601 31 50 00 - Excavation Support and Protection v.2021018

DIVISION 32 — EXTERIOR IMPROVEMENTS

32 11 23 - Aggregate Base Course v.20170601 32 13 13 - Concrete Pavement and Sidewalks v.20180801 32 90 00 - Vegetation Establishment v.20220119

DIVISION 33 — UTILITIES

33 05 16 - Precast Concrete Manhole Structures

DIVISION 40 — PROCESS INTERCONNECTIONS

40 05 00 - Pipe and Pipe Fittings - Basic Requirements

Wainwright Unit Section 00 01 10 - Page 3 of 3 Construct Wastewater Treatment Plant MWR# 00916004 Issued for Bid

40 05 07 - Pipe Support Systems 40 05 19 - Pipe - Ductile Iron 40 05 23 - Pipe - Stainless Steel 40 05 31 - Pipe - Plastic 40 05 51 -Valves - Basic Requirements 40 05 52 - Miscellaneous Valves 40 05 59 - Fabricated Stainless Steel Slide Gates 40 05 62 - Plug Valves 40 05 63 - Ball Valves 40 05 64 - Butterfly Valves 40 05 66 - Check Valves 40 42 00 - Pipe, Duct and Equipment Insulation 40 61 13 - Process Control System General Requirements 40 61 21 - Process Control System Testing 40 67 00 - Control System Equipment Panels and Racks 40 67 63 - Uninterruptible Power Supply 40 71 00 - Flow Instrumentation 40 72 00 - Level Instrumentation 40 73 00 - Pressure Instrumentation 40 75 00 - Process Liquid Analytical Measurement 40 78 00 - Panel Mounted Instruments

DIVISION 43 — PROCESS GAS AND LIQUID HANDLING, PURIFICATION AND

STORAGE EQUIPMENT

43 11 33 - Rotary Lobe Blowers 43 21 00 - Pumping Equipment - Basic Requirements 43 23 15 - Pumping Equipment - Self Priming Centrifugal Pumps 43 23 58 - Lobe Pumps

DIVISION 46 — WATER AND WASTEWATER EQUIPMENT

46 31 12 - Chemical Feed - Gas Systems (Chlorine, Sulphur Dioxide, Ammonia) 46 43 24 - Spiral Scraper Circular Secondary Clarifier Equipment 46 51 00 - Aeration Equipment - Basic Requirements 46 51 11 - Aeration Basin Aerators 46 51 21 - Aeration System - Coarse Bubble Type 46 51 33 - Flexible Membrane Disc Diffusers

HDR Architecture, Inc. Seals and Signatures Wainwright Unit Section 00 01 07 - Page 1 of 3 Construct Wastewater Treatment Plant MWR# 00916004 Issued for Bid

00 01 07

SEALS AND SIGNATURES

Owner Name: Texas Department of Criminal Justice Facility or Site Name: Wainwright Unit Project Name: Construct Wastewater Treatment Plant Project or Contract Designation: MWR No. 00916004 Engineer: HDR Architecture, Inc.

Todd C. Warrix, PE License No. 106812

The seal and signature to the left applies to the following Specifications, Divisions, and Sections of this Project Manual:

01 00 00 - Scope of Work v.20160801.

01 10 00 - Summary v.20200601.

01 25 00 - Substitution Procedures v.20160201.

01 33 00 - Submittals v.20160301.

01 42 00 - References v.20210422.

01 45 16.13 - Contractor Quality Control v.20210101.

01 50 00 - Temporary Facilities and Controls v.20190701.

01 57 23 - Temporary Storm Water Pollution

Control v.20200301.

01 61 03 - Equipment - Basic Requirements.

01 70 00 - Execution Requirements v.20191001.

01 73 20 - Openings and Penetrations in

Construction.

01 73 29 - Cutting and Patching v.20180201.

01 75 00 - Checkout and Startup Procedures.

01 77 00 - Closeout Procedures v.20200301.

01 78 23 - Operation and Maintenance Data v.20160301.

01 78 36 - Warranties v.20180301.

01 78 39 - Project Record Documents v.20210113.

01 90 00 - Facility Demolition v.20220105.

Division 09 - Finishes.

Division 31 - Earthwork.

Division 32 – Exterior Improvements.

Division 33 - Utilities.

Wainwright Unit Section 00 01 07 - Page 2 of 3 Construct Wastewater Treatment Plant MWR# 00916004 Issued for Bid

Brian R. Perlberg, PE License No. 115197

The seal and signature to the left applies to the following Specifications, Divisions, and Sections of this Project Manual:

• Division 23 – Heating, Ventilating, and Air Conditioning.

Oscar Jonguitud, PE License No. 133057 this Project Manual:

• Division 26 - Electrical.

Lucas Mendoza, PE License No. 127717

The seal and signature to the left applies to the following Specifications, Divisions, and Sections of this Project Manual:

• 01 35 73 – Delegated Design Procedures.

• 01 45 23 – Testing and Inspection Services v.20200701.

• 01 45 25 – Testing Concrete Structures for Watertightness.

• 01 81 10 – Wind and Seismic Design Criteria.

• Division 03 – Concrete.

• Division 05 – Metals.

• Division 06 – Wood, Plastics and Composites.

• Division 07 – Thermal and Moisture Protection.

• Division 09 – Finishes.

Wainwright Unit Section 00 01 07 - Page 3 of 3 Construct Wastewater Treatment Plant MWR# 00916004 Issued for Bid

Karthik Chandrasekaran, PE License No. 145272 this Project Manual:

• 40 61 13 - Process Control System General Requirements.

• 40 61 21- Process Control System Testing.

• 40 67 00 – Control System Equipment Panels and Racks

• 40 67 63 – Uninterruptible Power Supply

• 40 71 00 – Flow Instrumentation

• 40 73 00 – Pressure Instrumentation

• 40 75 00 – Process Liquid Analytical Measurement

• 40 78 00 – Panel Mounted Instruments

William D. Wehner, PE License No. 133436 this Project Manual:

• 40 05 00 - Pipe and Pipe Fittings - Basic Requirements.

• 40 05 07 - Pipe Support Systems.

• 40 05 19 - Pipe - Ductile Iron.

• 40 05 23 - Pipe - Stainless Steel.

• 40 05 31 - Pipe – Plastic.

• 40 05 51 -Valves - Basic Requirements.

• 40 05 52 - Miscellaneous Valves.

• 40 05 59 - Fabricated Stainless Steel Slide Gates.

• 40 05 62 - Plug Valves.

• 40 05 63 - Ball Valves.

• 40 05 64 - Butterfly Valves.

• 40 05 66 - Check Valves.

• 40 42 00 - Pipe, Duct and Equipment Insulation.

• Division 43 – Process Gas and Liquid Handling, Purification and Storage Equipment

• Division 46 – Water and Wastewater Equipment.

Engineer’s seal and signature does not apply to the documents that comprise Division 00, Bidding and Contracting Requirements.

It is a violation of applicable laws and regulations governing professional licensing and registration for any person, unless acting under the direction of the licensed and registered design professional(s) indicated above, to alter in any way the Specifications in this project manual.

END OF SEALS AND SIGNATURES

D I V I S I O N 0 1

GENERAL REQUIREMENTS

HDR Architecture, Inc. Scope of Work v.20160801 Wainwright Unit Section 01 00 00 - Page 1 of 2 Construct Wastewater Treatment Plant MWR# 00916004 Issued for Bid

SECTION 01 00 00 – SCOPE OF WORK v.20160801 [Standard TDCJ Specification]

PART 1 - GENERAL

1.1 PROJECT DESCRIPTION (SCOPE OF WORK)

A. This project consists of the construction of a new 0.98 million gallon per day wastewater treatment plant (WWTP) at the Texas Department of Criminal Justice’s Wainwright facility in Lovelady, Texas. The new WWTP will be capable of conveying a peak flow of 2,500 gallons per minute.

The WWTP will be constructed on the same site as the existing WWTP.

The Contractor shall phase the construction of the new WWTP to prevent any disturbance or disruption to the treatment processes of the existing WWTP. A preliminary suggested sequence/phasing of construction has been included for the Contractor’s consideration however, the Contractor is solely responsible for construction phasing.

Major treatment processes for the new WWTP include: Two (2) new cast-in-place (CIP) oxidation ditches with surface rotors providing motive forces and aeration, rehabilitation of an existing clarifier and RAS/WAS pumping, construction of a new CIP secondary clarifier complete with RAS/WAS pumping, CIP chlorine contact tank complete with gaseous chlorine feed system to disinfection of wastewater, rehabilitation of an existing concrete sludge storage tank, construction of a new CIP sludge storage tank, three

(3) new positive displacement aeration blowers, and construction of three

(3) new CIP sludge drying beds. Electrical power, including a new diesel-powered generator, and controls for these major treatment processes are also included.

Other significant project elements include: demolition of abandoned treatment equipment (circa-1970s), demolition of five (5) existing sludge drying beds, new electrical primary feed, new precast concrete electrical control building, piping, manholes, CIP flow structures, gates, valves, weirs, and platforms and stairs.

Contractor shall also be responsible for the complete startup of all project systems and elements.

1.2 PROVISIONS FOR PROJECT SUPPORT

A. Provide and install temporary extensions and connections to utilities as required for construction operations. See Section 01 50 00 for requirements and utilities available from TDCJ.

1. For a construction duration greater than thirty (30) days, temporary Sanitation Facilities are required to be provided and installed as part

HDR Architecture, Inc. Scope of Work v.20160801 Wainwright Unit Section 01 00 00 - Page 2 of 2 Construct Wastewater Treatment Plant MWR# 00916004 Issued for Bid of Project Scope of Work. For a construction duration thirty (30) days or less, use of TDCJ’s Sanitation Facilities will be permitted.

a. Provided Sanitation Facilities shall comply with Section 01 50 00.

B. For a construction duration greater than one hundred twenty (120) days, a Field Office is required to be provided as part of Project Scope of Work. For a construction duration of one hundred twenty (120) days or less, a Field Office is not required to be provided as part of Project Scope of Work but may be provided for contractor’s convenience.

1. Provided Field Office shall comply with Section 01 50 00.

2. Provide and install temporary extensions and connections to utilities as required for Field Office, if applicable.

C. Irrespective of the provision of a Field Office:

1. Provide one (1) cell phone with voicemail and “smart phone” service that includes web-based e-mail application OR one (1) cell phone with voicemail and one (1) desktop computer, laptop computer, electronic notebook, electronic tablet or similar device with web-based e-mail application. See Section 01 50 00 for additional requirements.

2. Provide Other Office Equipment as described in Section 01 50 00, 2.2.A.5.

PART 2 - PRODUCTS (NOT USED)

PART 3 - EXECUTION (NOT USED)

END OF SECTION 01 00 00

HDR Architecture, Inc. Summary v.20200601 Wainwright Unit Section 01 10 00 - Page 1 of 4 Construct Wastewater Treatment Plant MWR# 00916004 Issued for Bid

SECTION 01 10 00 – SUMMARY v.20200601 [Standard TDCJ Specification]

PART 1 – GENERAL

1.1 SECTION INCLUDES

A. Definitions

B. Interrelation of Specifications

C. Work sequence

D. TDCJ occupancy (Texas Department of Criminal Justice occupancy)

1.2 DEFINITIONS

The listed terms may, or may not, appear in this Specification Section or other Specification Sections included in this solicitation. If a term listed below appears in this Specification Section or other Specification Sections included in this solicitation, the term shall be interpreted according to the meaning identified.

A. Architect – shall be interpreted to intend either Architect or Engineer (A/E).

B. Authority Having Jurisdiction (AHJ) – An organization, office, or individual responsible for enforcing the requirements of a code or standard, or for approving equipment, materials, an installation, or a procedure.

C. Certifying Authority – the Design Professional who has, or will, provide professional seal and signature for required plans and/or specifications.

D. Closeout/Close-Out – final activities as may be identified to demonstrate compliance with Construction Documents requirements and/or to transfer of operation, maintenance, and/or control to TDCJ.

E. Construction Documents – shall be interpreted to intend the IFC Drawings and/or Specifications including all Approved alterations.

F. Design Professional (DP) – shall be interpreted to intend A/E or other certifying entity acceptable to applicable AHJ.

G. Engineer – shall be interpreted to intend either Architect or Engineer (A/E).

H. Engineer of Record (EOR) – shall be interpreted to intend Certifying Authority.

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I. Exposed – any area less than 16’ above finished floor, or grade, or less than 10’ from any platform that can be climbed, in any area that can be traversed while standing.

1. Unless otherwise identified in writing, interpret areas such as basements, offices, equipment rooms, pipe chases, and other such areas as ‘Exposed’, to include areas with lay-in type ceilings.

J. IFC – Issued-For-Construction (IFC)

K. Owner’s Representative – see Project Administrator.

L. Project Administrator (PA) – TDCJ resource responsible for project management activities on behalf of Owner.

1. Where references of ‘Owner’, ‘Owner’s Representative’, ‘TDCJ’, ‘TDCJ’s’ representative’, etc. appear in relation to coordination activities, construction related required submittals, and/or obtaining approvals, these references shall be interpreted to intend the PA.

a. Where instructions identify a submission to the A/E, the submission shall be to the PA who will forward to A/E.

2. If requirements indicate that an approval, etc. is to be obtained, or provided, by the PA, it shall be interpreted to intend the PA will obtain and/or provide subject approval, etc. from the appropriate entity, which may or may not be the PA.

3. Unless otherwise stated or approved in writing, all activities that require coordination of multiple entities shall be preceded by seventy-two (72) hours’ notification in writing to PA.

M. Tamper-resistant – elements resistant to loosening and/or disconnection with common tools. E.g. torx head screws.

N. Quality Assurance Inspector (QA) – TDCJ resource responsible for quality assurance activities such as inspections, etc. as may be required by Construction Documents or otherwise determined by Owner.

1.3 INTERRELATION OF SPECIFICATIONS

A. This specification document is comprised of standard TDCJ specifications applicable to the subject project. Appearance of an item or an element in these specifications shall not be interpreted to indicate that item or element is specifically required for the subject project. If an item or element is specifically identified as required or required in order to provide the proper execution and completion for the subject project, these specifications are required to be met.

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1.4 WORK SEQUENCE

A. Construct Work in stages or phases with each to be substantially complete before beginning next to accommodate TDCJ occupancy requirements during the construction.

1. For interior work, to the extent possible, all work including demolition, installation, repair, restoration, functional testing, etc.

shall be completed in one area before beginning work in another area.

2. At no time will construction and/or installation personnel be permitted to work in areas where direct contact with offenders is possible, such as through a window opening.

1.5 TDCJ OCCUPANCY

A. TDCJ will occupy the site and premises during entire period of construction for the conduct of normal operations.

1. Day-to-day operations will continue during the construction period.

2. Coordinate offender relocation and schedule shut-downs of equipment and utilities, as needed/applicable, for construction progress.

a. All interruptions to TDCJ operations shall be minimized to the fullest extent possible.

1) All services shall remain operational at all times in areas outside the work area.

2) Provide temporary services for planned outages of permanent services in work areas for periods in excess of four (4) hours (consecutive or cumulative) in any twenty-four (24) hour period unless otherwise approved in writing.

3) Correct inadvertent interruption of TDCJ operations due to construction activities immediately.

PART 2 - PRODUCTS

2.1 GENERAL

A. Brand or manufacturer’s references are descriptive only, and indicate type and quality to be provided. All references to brand or manufacturer names shall be interpreted to include the language “or A/E approved equal”. Any brand or manufacturer meeting specifications will be considered, irrespective of the language “or A/E approved equal” appearing in conjunction with the brand or manufacturer name.

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B. All provided products shall be free of Lead Based Paint and Asbestos Containing Material.

PART 3 - EXECUTION

3.1 GENERAL

A. The intent of Construction Documents is to require all items necessary for the proper execution and completion of the work. The Construction Documents by their intent are a complete and usable work product expected to be provided. To meet this requirement, provide construction in place to include that which is indicated in the Construction Documents and that which may be reasonably expected to be required to make the work complete in all respects and consistent with established and accepted construction practices.

1. Compliance with requirements of these Construction Documents includes all tools, connections, applications, inspections by AHJ, consumable products, meters, gages, dispensing means and mechanisms, and miscellaneous items required for storage, installation, operation, maintenance, and/or removal for all temporary and/or permanent elements and services provided until such is removed or accepted by TDCJ at Beneficial Occupancy as required by project objectives.

a. Compliance includes provision in a manner and condition acceptable to TDCJ.

2. A complete set of Construction Documents shall be provided.

Perform complete scope of work regardless of where in the Construction Documents a requirement, or related requirement, appears.

END OF SECTION 01 10 00

HDR Architecture, Inc. Substitution Procedures v.20160201 Wainwright Unit Section 01 25 00 - Page 1 of 2 Construct Wastewater Treatment Plant MWR# 00916004 Issued for Bid

SECTION 01 25 00 – SUBSTITUTION PROCEDURES v.20160201 [Standard TDCJ Specification]

PART 1 - GENERAL

1.1 SUMMARY

A. Requirements for Substitution Requests.

PART 2 - PRODUCTS

2.1 GENERAL REQUIREMENTS

A. Unless a Substitution has been approved and published in a written Addendum, the material, product, equipment, or service to be used and/or provided are those specified. However, during the course of work, a Substitution may be approved if a specified or previously approved material, equipment, product and/or service is determined to be unavailable due to strikes, lockouts, bankruptcy, discontinuance of production, documented shortages or similar occurrences.

2.2 PRODUCT REQUIREMENTS

A. All Substitution requests under this Section require prior approval by

TDCJ.

B. All Substitution requests under this Section require review and approval by A/E.

2.3 THRU 2.5

A. Not applicable.

PART 3 - EXECUTION

3.1 PERFORMANCE QUALIFICATIONS

A. Not applicable.

3.2 PREPARATION

A. Review and coordinate all aspects of each item for conformance in all respects with specifications and requirements.

B. Prepare documentation that the requested substitution is equal or superior to the specified material, product, or equipment and shall consist of applicable information which would aid the A/E in making an informed decision. Include side by side product comparisons, technical data, laboratory test results, product drawings, etc.

HDR Architecture, Inc. Substitution Procedures v.20160201 Wainwright Unit Section 01 25 00 - Page 2 of 2 Construct Wastewater Treatment Plant MWR# 00916004 Issued for Bid

1. If use of the proposed material, product, or equipment would result in changes to the design of other elements, the Substitution Request shall describe fully the changes required to the drawings or specifications.

3.3 EXECUTION REQUIREMENTS

A. Do not substitute material, product, equipment or service unless Substitution has been specifically approved in writing.

B. No material, equipment, product or service is “equal” to such specified until a Substitution Request has been approved.

C. Any cost differences resulting from modifications to the drawings and/or specifications and the cost of making the changes, including charges for required design time by A/E, is the responsibility of Contractor/Vendor.

3.4 QUALITY CONTROL

A. Maintain copies of Approved Substitution Request(s) as Record Submittals.

3.5 COMMISSIONING

A. Not applicable.

3.6 EXECUTION SUBMITTALS

A. Substitution Request with attached required documentation.

3.7 THRU 3.8:

A. No additional requirements.

END OF SECTION 01 25 00

HDR Architecture, Inc. Submittals v.20160301 Wainwright Unit Section 01 33 00 - Page 1 of 13 Construct Wastewater Treatment Plant MWR# 00916004 Issued for Bid

SECTION 01 33 00 – SUBMITTALS v.20160301 [Standard TDCJ Specification]

PART 1 - GENERAL

1.1 SUMMARY

A. Requirements for Submittal of Product Data, Shop Drawings, Samples, Mock-Ups, Requests for Information, and other work-related submittals, other than Substitution Requests.

B. Definitions:

1. Action Submittals – written and graphic information and physical samples that require responsive action.

2. Closeout Submittals – project completion related information that may or may not require review and approval.

3. Informational Submittals – written and graphic information and physical samples that may or may not require responsive action.

4. Product Data – illustrations, standard schedules, performance charts, instructions, manufacturer’s certificates, brochures, diagrams, test data and other information furnished to illustrate material, product, equipment or system for some portion of the Work.

5. Shop Drawings – drawings, diagrams, schedules and other data specially prepared for the Work to illustrate some portion of the Work.

6. Samples – physical examples which illustrate materials, equipment or workmanship to establish standards for the Work and/or to demonstrate compliance with the established standard of the Work.

7. Quality Control submittals – information and/or items required to demonstrate conformance with standards or other requirements of the Construction Documents which may or may not require review and approval.

8. Request For Information (RFI) – requests for additional information, interpretation, clarification of, or to identify conflicts with, the Construction Documents.

PART 2 - PRODUCTS, EQUIPMENT, MATERIALS AND/OR REQUIRED FIELD

SERVICES

2.1 GENERAL REQUIREMENTS:

A. Submittal Schedule:

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1. Required information in tabular format. Required information includes:

a. Specification number and title.

b. Submittal category (action or informational).

c. Name of supplier.

d. Description of the Work covered.

2. Demonstrate number of days for review and processing of Submittals and Resubmittals, and in such sequence and duration as to cause no delay in the Work.

a. Additional time for coordination with subsequent Submittals/ Resubmittals as required.

b. Product Data before or concurrent with Samples/Mock-Ups and/or Shop Drawings.

c. Single submittal for each element of construction and type of product or equipment with all required information.

3. Coordination:

a. Fabrication, purchasing, testing, delivery, other submittals, and related activities that require sequential activity.

b. Different types of submittals for related parts of the Work when processing will not be delayed because of need to review submittals concurrently for coordination.

c. Logical groupings to facilitate interrelation of Products and Systems:

1) Simultaneous submittal of associated items of operating systems which require correlation for efficient function and installation.

2) Coordinated with other related submittals.

3) Samples/Mock-Ups that contain multiple, related components such as accessories together as one submittal package.

B. Contractor’s Approval Stamp: A uniform stamp with a statement certifying that submittal has been reviewed, checked and approved for compliance with the Construction Documents and provide a place for Contractor’s signature.

C. Transmittal Form: Contractor’s letterhead and title block on a pre-printed form or a permanently affixed label with applicable letterhead.

1. Label or title block:

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a. Project name

b. Date

c. Submittal number with applicable resubmittal/revision identifier.

d. Name and address of A/E (Texas Department of Criminal Justice, for Construction Documents prepared by TDCJ personnel)

e. Name and address of Contractor if information is not contained in pre-printed letterhead, title block or label.

f. Name and address of Sub-contractor, if applicable.

g. Name and address of supplier, if applicable.

h. Name of manufacturer, if applicable.

i. Name of preparer of Submittal.

j. A 6” x 8” space for Contractor’s review and approval markings and action taken by A/E.

D. Prepared written statement:

1. Number and title of applicable Specification Section.

2. Drawing number and detail references, as applicable.

3. Type of element.

4. Locations(s) where product is to be installed, as applicable.

a. Reference sheet number, detail, and/or specification number.

b. Number and name of room or space.

c. Location within room or space.

5. Other necessary identification:

a. Clear indication of specific part number, etc. where product specification sheets contain multiple part numbers.

b. Applicable available options clearly marked.

c. Complete with respect to quantities, dimensions, specific performance, materials, and similar data.

6. All information relating to means and methods of construction, fabrication, assembly, installation, or erection redacted or otherwise deleted unless such is specifically identified in applicable Specification Section as required.

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E. Binders: Where individual Specification Sections require submittals in a Binder:

1. Commercial quality, sized for 8-1/2 in. x 11 in. documents, with cleanable covers equipped with clear view covers for insertion of a custom printed Cover Sheet and Spine insert.

2. Unless other is approved in writing, separate binders for each identified category.

3. Appropriately deep for amount of documents, not to exceed three

(3) in.

a. Additional binders as required for documents not accommodated by three (3) in. binder(s).

1) Labeling on coversheet shall include identification of “No. 1 of x”, etc., where x is the total number of binders for that category.

4. Cover Sheet elements:

a. Project Name.

b. Date.

c. Name and location of project.

d. Name of A/E firm (Texas Department of Criminal Justice if design was not provided by a separately engaged A/E firm).

e. Submittal label as identified in specification.

f. Where dividers are specified: Tabbed fly-leaf with typed labels.

5. Spine insert elements:

a. Submittal label as identified in specification.

b. Project Name.

6. Table of Contents: Neatly typed, using Table of Contents of Project Manual as format.

7. Fold larger sheets to fit into binders.

2.2 WORK PRODUCT REQUIREMENTS

A. Action Submittals:

1. Product Data:

a. Prepared written statement.

b. Include the following information, as applicable:

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1) Manufacturer’s written recommendations.

2) Manufacturer’s product specifications.

3) Manufacturer’s installation instructions.

4) Standard color charts.

5) Manufacturer’s catalog cuts.

6) Wiring diagrams showing factory-installed wiring.

7) Printed performance curves.

8) Operational range diagrams

9) Mill reports

10) Standard product operation and maintenance manuals.

11) Compliance with specified referenced standards.

12) Testing by recognized testing agency.

13) Application of testing agency labels and seals.

14) Notation of coordination requirements.

15) Indication mark on each Submittal showing which products and options are applicable.

2. Shop Drawings:

a. Prepared written statement.

b. Project-specific information, drawn accurately to scale, not based on reproductions of the Construction Documents or standard printed data.

1) Electronic copies of CAD Drawings of the Construction Drawings will not be provided for use in preparing Shop Drawings.

c. Fully illustrated requirements of the Construction Documents. Include the following information, as applicable:

1) Field dimensions.

2) Identification of products.

3) Fabrication and installation drawings.

4) Roughing-in and setting diagrams.

5) Wiring diagrams showing field-installed wiring, including power, signal, and control wiring.

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6) Shopwork manufacturing instructions.

7) Templates and patterns.

8) Schedules.

9) Design calculations.

10) Compliance with specified standards.

11) Notation of coordination requirements.

12) Notation of dimensions established by field measurement.

13) Relationship to adjoining construction clearly indicated.

14) Seal and signature of professional engineer if specified.

15) Wiring Diagrams: Differentiate between manufacturer-installed and field-installed wiring.

d. Sheet Size: Except for templates, patterns, and similar full-size drawings, at least 8-1/2 by 11 inches but no larger than 24 by 36 inches.

3. Samples and Mock-Ups:

a. Prepared written statement.

b. Manufacturer’s charts consisting of units or sections of units showing the full range of colors, textures, patterns, and other similar characteristics available.

c. Complete, full-size Mock-Ups, at Project site, unless other is indicated in applicable Specification Section or approved in writing, prepared from same material to be used for the Work, cured and/or finished in manner specified, and physically identical with material or product proposed for use.

B. Close-out Submittals:

1. Per requirements of individual Specification Sections.

C. Information Submittals:

1. Compatibility Test Report(s): Prepared report(s) written by a qualified testing agency, on testing agency’s standard form, indicating and interpreting results of compatibility tests performed before installation of product. Include written recommendations for primers and substrate preparation needed for adhesion.

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2. Coordination Drawing(s): Per requirements in individual Specification Sections. To scale, showing connections, clearances, tolerances, interface requirements, etc.

3. Design Data: Prepared written and graphic information, including, but not limited to, performance and design criteria, list of applicable codes and regulations, and calculations. Include list of assumptions and other performance and design criteria and a summary of loads. Include diagrams if applicable. Provide name and version of software, if any, used for calculations.

4. Field Inspection Report(s): Written report(s) required by Construction Documents for recording inspection(s) and/or observation(s). Include the following:

a. Date of Field Inspection.

b. Type and Scope of Inspection.

c. Name of person who performed inspection, qualifications and contact information.

d. Attendees, if applicable.

e. Weather conditions and/or conditions of project area to be inspected.

f. Description of the Work to be inspected.

g. Reference to Specification and/or Drawing where requirement for Inspection is identified.

h. Description of elements found to be in compliance with Construction Documents.

i. Deficiencies noted to include condition of substrates;

unacceptable installation tolerances; and/or any other item(s) that conflicts with requirements of Construction Documents.

j. Identification of specification or other requirement that conflicts with the detrimental condition, unacceptable tolerance(s), etc.

k. Corrective actions taken.

l. Corrective actions recommended.

5. Field Test Report(s): Written report(s) provided by a qualified testing agency, on testing agency’s standard form, indicating and interpreting results of field tests performed either during installation of product or after product is installed in its final location, for compliance with requirements in the Construction Documents. Information included in Field Test Report(s) shall be the same as for Field Inspection Report(s).

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6. Installer Certificate(s): Prepared written statement(s) on manufacturer’s letterhead certifying that Installer complies with requirements in the Construction Documents and, where required, is authorized by manufacturer for this specific Project.

7. Material Certificate(s): Prepared report(s) written by a qualified testing agency, on testing agency’s standard form, indicating and interpreting test results of material for compliance with requirements in the Construction Documents.

8. Preconstruction Test Report(s): Prepared report(s) written by a qualified testing agency, on testing agency’s standard form, indicating and interpreting results of tests performed before installation of product, for compliance with performance requirements in the Construction Documents.

9. Product Test Report(s): Prepared written report(s) indicating current product produced by manufacturer complies with requirements in the Construction Documents. Base reports on evaluation of tests performed by manufacturer and witnessed by a qualified testing agency, or on comprehensive tests performed by a qualified testing agency.

10. Product Certificate(s): Prepared written statement(s) on manufacturer’s letterhead certifying that product complies with requirements in the Construction Documents.

11. Report(s):

a. Cover page with the following information:

1) Project name.

2) Date of report.

3) Type of report.

4) Name, contact information, qualifications of preparer.

5) Specification Section specifying report.

b. Footer includes page numbers.

12. Research/Evaluation Report(s): Prepared written evidence, from a model code organization acceptable to authorities having jurisdiction, that product complies with building code in effect for Project. Include:

a. Name of evaluation organization.

b. Date of evaluation.

c. Time period when report is in effect.

d. Product and manufacturers’ names.

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e. Description of product.

f. Test procedures and results.

g. Limitations of use.

13. Manufacturer Certificate(s): Prepared written statement(s) on manufacturer’s letterhead certifying that manufacturer meets or exceeds requirements in the Construction Documents. Include evidence of manufacturing experience where required.

14. Manufacturer’s Instruction(s): Prepared written or published information that documents manufacturer’s recommendations, guidelines, and procedures for installing, operating, and maintaining product or equipment.

a. Include the following, as applicable:

1) Name of product.

2) Name, address, and telephone number of manufacturer.

3) Preparation of adjoining elements.

4) Required tolerances.

5) Sequence of installation or erection.

6) Required adjustments.

7) Recommendations for cleaning and protection.

b. Specifically identify requirements for special post commissioning maintenance activities required to maintain warranties that are outside of typical Periodic Maintenance requirements.

15. Manufacturer’s Field Report(s): Prepared written information documenting factory-authorized (manufacturer) service representative’s tests and inspections. Include the following, as applicable:

a. Name of product.

b. Name, address, and telephone number of factory-authorized service representative making report.

c. Statement of observed field conditions, conditions of surfaces and installation and quality of workmanship.

d. Statement on condition of adjoining elements and acceptability for installation of product.

e. Statement that products at project site comply with manufacturer’s requirements.

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f. Summary of installation procedures being followed, whether they comply with requirements and, if not, what corrective action was taken.

g. Results of operational and other tests and a statement of whether observed performance complies with requirements.

h. Statement whether conditions, products, and installation will affect warranty.

i. Other required items indicated in individual Specification Sections.

16. Material Safety Data Sheet(s) (MSDS): document(s) that contain information on the potential health effects of exposure to chemicals, or other potentially dangerous substances, and on safe working procedures when handling chemical products.

17. Qualification Data: Prepared written information that demonstrates capabilities and experience of firm or person. Include lists of completed projects with project names and addresses, names and addresses of architects, engineers and owners, and other information specified.

18. Welding Certificate(s): Prepared written certification dated less than one (1) calendar year previous that welding procedures and personnel comply with requirements in the Construction Documents. Include record of Welding Procedure Specification (WPS) and Procedure Qualification Record (PQR) on AWS forms.

Include name of firms and personnel certified.

D. Request For Information:

1. Name of project.

2. RFI number.

3. RFI description.

4. Date.

5. Detailed identification and description of problem encountered, information required, item for which interpretation or clarification is required, conflicting requirements, such as Manufacturer’s Instructions conflict with instructions in Construction Documents, etc. Include applicable specification and/or drawing numbers.

6. Recommended resolution to include sizes, ratings, sketches, etc.

in compliance with applicable specifications and requirements.

7. Hard-Copy RFIs: Each page of attachments with the RFI number and sequential page number.

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8. Software-Generated RFIs: Substantially the same content as Hard-Copy RFIs and Attachments, provided as electronic files in Adobe Acrobat PDF format numbered as for Hard-Copy submission.

9. Supplementary Drawings: Include dimensions, thicknesses, structural grid references, details of affected or adjoining material, assemblies, attachments, products, components, equipment, etc needed to evaluate subject RFI and render an informed response.

2.3 REQUIRED FIELD SERVICES

A. Not applicable.

2.4 PRODUCT, EQUIPMENT, MATERIAL AND/OR FIELD SERVICES WARRANTY

REQUIREMENTS

A. As required per individual Specification Sections.

2.5 PRODUCT, EQUIPMENT, MATERIAL AND/OR FIELD SERVICES

SUBMITTALS

A. Elements as required per individual Specification Sections.

PART 3 - EXECUTION

3.1 INSTALLER AND/OR PERFORMANCE QUALIFICATIONS

A. Per requirements of individual Specification Sections.

3.2 PREPARATION

A. All submittals, other than RFIs, attached to a completed Transmittal Form.

B. Information specially prepared for submittal because standard printed data are not suitable for use, prepare as for Shop Drawings.

C. No more than three (3) sets of Samples/Mock-Ups shall be required.

D. Partial or incomplete Submittals shall be returned, without review, for resubmission.

E. Prepare and maintain a tabular Log for each type of Submittal(s) (including RFIs) organized by submittal type and submittal number.

Include in Log:

1. Project name.

2. Submittal number with applicable resubmittals/revision identifier including submittals that were dropped or otherwise cancelled.

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a. Submittal number: Specification Section number followed by decimal point and a sequential number (e.g. 15 08 10.01).

1) Remain consistent throughout submittal type.

b. Resubmittal/revision identifier: Alphabetic suffix after another decimal point added to Submittal number (e.g. 15 08 10.01.A)

3. Description.

4. Date of submittal.

5. Date response was received.

6. Identification of related Minor Change in the Work, Field Order, Proposal Request, etc. as applicable.

F. Immediately upon discovery of the need for information, interpretation, clarification, or direction, submit a Request for Information.

1. Coordinate and submit RFIs in a prompt manner so as to avoid delays in work.

2. Allow seventy-two (72) hours for response.

3. The following RFIs will be returned without action:

a. Requests for approval of submittals.

b. Requests for approval of substitutions.

c. Requests for interpretation of A/E’s action on submittals or substitutions.

d. Requests for coordination information already indicated in the Construction Documents.

e. Incomplete RFIs.

f. RFIs with numerous or significant errors.

3.3 EXECUTION REQUIREMENTS

A. General:

1. Time for review shall commence upon receipt of Submittal.

2. Retain responses for reference for Quality Control and Quality Assurance activities and coordination with other elements.

B. Submittals for Quality Control will be reviewed for compliance with the construction documents only. The review may not constitute a detailed review of adequacy of submitted design calculations. The appropriateness and accuracy of calculations is the responsibility of the

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Contractor (and Contractor’s professional engineer when such calculations are required to be professionally sealed).

3.4 QUALITY CONTROL

A. As required by individual Specification Sections.

3.5 COMMISSIONING

A. As required by individual Specification Sections.

3.6 EXECUTION SUBMITTALS

A. Every seven (7) calendar days, provide submittal logs.

3.7 INSTALLATION AND/OR WORKMANSHIP WARRANTY REQUIREMENTS

A. As required by individual Specification Sections.

3.8 CLOSE-OUT

A. As required by individual Specification Sections.

END OF SECTION 01 33 00

HDR Architecture, Inc. Delegated Design Procedures Wainwright Unit Section 01 35 73 - Page 1 of 10 Construct Wastewater Treatment Plant MWR# 00916004 Issued for Bid

SECTION 01 35 73 - DELEGATED DESIGN PROCEDURES

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. General provisions for delegated design services.

2. Coordination of delegated designs with other Work.

3. Qualifications requirements for delegated design professionals.

4. Limitations on Engineer’s review of delegated design Submittals.

5. Responsibilities of delegated design professionals.

B. Scope:

1. Where delegated design is specifically Contractor’s responsibility in accordance with the Contract Documents, Contractor shall provide labor, services, other effort, and pay all costs necessary and required to perform delegated design services for Work that will be part of the completed Project as a functioning whole.

2. Perform delegated design Work in accordance with the Contract Documents, delegated design Action Submittals approved by Engineer, and Shop Drawings, product data Submittals, and Samples approved by the associated delegated design professional.

3. Contractor’s correction period, general warranty and guarantee, and obligations for safety and protection apply to delegated design Work to the same extent such provisions apply to all other Work under the Contract.

4. Specifications requiring delegated design services include, but are not necessarily limited to, the following:

a. Section 03 15 19 - Anchorage to Concrete.

b. Section 05 50 00 - Metal Fabrications.

c. Section 05 52 43 – Welded Aluminum Railings.

5. Not Delegated Design: The following are not delegated design and are not covered by this Section:

a. Contractor’s use of design professionals for: (1) temporary construction or temporary facilities not part of the completed Project as a functioning whole, or (2) Contractor’s means, methods, procedures, techniques, Wainwright Unit Section 01 35 73 - Page 2 of 10 Construct Wastewater Treatment Plant MWR# 00916004 Issued for Bid and sequences of construction and safety and protection measures incident thereto.

b. Certain final designs that, in accordance with commonly accepted practice, are typically prepared by unlicensed, unregistered individuals, including for manufactured or fabricated systems, components or assemblies, not acting under the supervisory control of the design professional in responsible charge, but who commonly possess appropriate certification from a relevant industry organization, together with appropriate training and experience.

C. Related Requirements:

1. Sections of Divisions 02-49 where delegated design Work is required.

1.2 REFERENCES

A. Terminology:

1. Terminology indicated below are not defined terms and are not indicated with initial capital letters but, when used in this Section and Specifications of Division 02-49 where delegated design Work is required, have the meaning indicated below:

a. “Delegated design” means preparing the final design of part of the completed, permanent Work by one or more delegated design professionals, in accordance with the Contract Documents. The terms “delegated design”, “delegated design services”, “delegation of design responsibility”, and similar or derivative terms have the same meaning.

b. “Delegated design professional” means the licensed and registered engineer, architect, geologist, or other design professional retained by or employed by Contractor, Subcontractor, or Supplier to perform delegated design services for delegated design Work and possessing appropriate experience and qualifications for such delegated design services.

c. “Delegated design Work” means delegated design services, associated construction, and related Work.

d. “Instruments of service”, relative to delegated designs, means delegated design professional’s: (1) certifications (including delegated design professional’s certification of compliance, as required in this Section, and other certifications required of delegated design professional),

(2) reports (where required), (3) design drawings, (4)

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