2026-09-25_Wagon Creek Lift Station Specifications.pdf

BIDDING DOCUMENTS

AND

SPECIFICATIONS

FOR BIDDING OF

WAGON CREEK

PHASE 1 LIFT STATION

Prepared for:

Allen Boone Humphries Robinson LLP

4515 Cole Avenue, Suite 1450 Dallas, TX 75205

On Behalf of:

Golden Ranch Municipal District of

Collin County, Texas

Prepared by:

Texas Engineering Firm Registration Number: 928 260 East Davis Street, Suite 100

McKinney, Texas 75069 Phone: (469) 301-2580

THIS DOCUMENT IS INCOMPLETE

AND IS RELEASED TEMPORARILY

FOR BIDDING PURPOSES ONLY. IT IS

NOT INTENDED FOR CONSTRUCTION

OR PERMIT PURPOSES.

THIS PAGE INTENTIONALLY LEFT BLANK

Golden Ranch MUD SECTION 00 01 01 Wagon Creek Phase 1 Lift Station TABLE OF CONTENTS Kimley-Horn Project No. 063451932 Page 1 of 2

TABLE OF CONTENTS

Division 00 – Contract Documents

00 01 01 Project Title Page 00 01 10 Table of Contents 00 11 13 00 21 13 00 22 13 00 45 13 00 45 14 00 62 00 00 72 00 00 72 01 00 72 02 00 73 01 00 73 02 00 74 01 00 74 02 00 74 03

Advertisement of Bids Instruction to Bidders Contract Qualifications of Bidder Base Bid Table Certificate of Interested Parties General Conditions of the Contract Attachment A to the General Conditions Attachment B to the General Conditions Special Conditions of the Contract Part A Special Conditions of the Contract Part B Texas Sales and Use Tax Exemption Certification Maintenance Bond W-9 Request for Taxpayer Identification Number and Certification

Division 01 – General Requirements

01 11 00 Summary of Work 01 22 00 Unit Prices 01 31 19 Project Meetings 01 31 20 Pre-Construction Conference 01 33 23 Shop Drawing Product Data and Sampling 01 45 23 Testing and Inspection Services 01 52 00 Construction Facilities 01 62 00 Substitutions and Product Options 01 74 00 Cleaning and Waste Management 01 74 16 Site Maintenance 01 77 00 Closeout Procedures 01 78 23 Operation and Maintenance Data 01 78 39 Project Record Documents

Division 03 – Concrete

03 10 00 Concrete Forming and Accessories 03 21 00 Reinforcing Steel 03 30 00 Cast-in-Place Concrete

Golden Ranch MUD SECTION 00 01 01 Wagon Creek Phase 1 Lift Station TABLE OF CONTENTS Kimley-Horn Project No. 063451932 Page 2 of 2

Division 26 – Electrical

26 00 10 Electrical General Provisions 26 01 10 Raceways 26 01 20 Wire and Cable 26 01 91 Dry Type Transformers 26 01 95 Mechanical Equipment Control Panels 26 01 97 Enclosed Circuit Breakers 26 01 99 Miscellaneous 26 02 10 Electric Utility Service 26 02 20 Standby Generator 26 03 52 Outdoor Service Main 26 03 53 Automatic Transfer Switchgear 26 04 10 Underground 26 04 50 Grounding 26 09 10 Instrumentation

26 09 30 SCADA

Division 31 – Earthwork

31 10 00 Site Clearing 31 10 13 Care of Water During Construction 31 30 00 Earthwork

Division 32 – Exterior Improvements

32 92 10 Turf and Grasses

Division 33 – Utilities

33 01 30 Sewer and Manhole Testing 33 01 32 Cleaning of Sewer Mains 33 05 31 Polyvinyl Chloride (PVC) Gravity Sanitary Sewer Pipe 33 11 05 Bolts Nuts and Gaskets 33 11 10 Ductile Iron Pipe 33 11 11 Ductile Iron Fittings 33 11 12 Polyvinyl Chloride (PVC) Pressure Pipe 33 12 16 Valves and Couplings 33 32 00 Non-Clog Submersible Sewage Pumps 33 32 01 Access Hatches 33 39 14 Precast Concrete Additive for Manholes

Division 40 – Process Interconnections

40 05 23 Stainless Steel Pipe 40 71 13 Magnetic Flow Meters

Golden Ranch MUD SECTION 00 01 02 Wagon Creek Phase 1 Lift Station CIVIL SEAL SHEET Kimley-Horn Project No. 063451932 Page 1 of 2

CIVIL SEAL SHEET

Division 01 – General Requirements

01 11 00 Summary of Work 01 22 00 Unit Prices 01 31 19 Project Meetings 01 31 20 Pre-Construction Conference 01 33 23 Shop Drawing Product Data and Sampling 01 45 23 Testing and Inspection Services 01 52 00 Construction Facilities 01 62 00 Substitutions and Product Options 01 74 00 Cleaning and Waste Management 01 74 16 Site Maintenance 01 77 00 Closeout Procedures 01 78 23 Operation and Maintenance Data 01 78 39 Project Record Documents

Division 31 – Earthwork

31 10 00 Site Clearing 31 10 13 Care of Water During Construction 31 30 00 Earthwork

Division 32 – Exterior Improvements

32 92 10 Turf and Grasses

Division 33 – Utilities

33 01 30 Sewer and Manhole Testing 33 01 32 Cleaning of Sewer Mains 33 05 31 Polyvinyl Chloride (PVC) Gravity Sanitary Sewer Pipe 33 11 05 Bolts Nuts and Gaskets 33 11 10 Ductile Iron Pipe 33 11 11 Ductile Iron Fittings 33 11 12 Polyvinyl Chloride (PVC) Pressure Pipe 33 12 16 Valves and Couplings 33 32 00 Non-Clog Submersible Sewage Pumps 33 32 01 Access Hatches 33 39 14 Precast Concrete Additive for Manholes

Division 40 – Process Interconnections

40 05 23 Stainless Steel Pipe 40 71 13 Magnetic Flow Meters

09/21/2026

Golden Ranch MUD SECTION 00 01 02 Wagon Creek Phase 1 Lift Station CIVIL SEAL SHEET Kimley-Horn Project No. 063451932 Page 2 of 2

PAGE INTENTIONALLY LEFT BLANK

Golden Ranch MUD SECTION 00 01 03 Wagon Creek Phase 1 Lift Station STRUCTURAL SEAL SHEET

Golden Ranch MUD SECTION 00 01 04 Wagon Creek Phase 1 Lift Station ELECTRICAL SEAL SHEET Kimley-Horn Project No. 063451932 Page 1 of 2

ELECTRICAL SEAL SHEET

Division 26 – Electrical

26 00 10 Electrical General Provisions 26 01 10 Raceways 26 01 20 Wire and Cable 26 01 91 Dry Type Transformers 26 01 95 Mechanical Equipment Control Panels 26 01 97 Enclosed Circuit Breakers 26 01 99 Miscellaneous 26 02 10 Electric Utility Service 26 02 20 Standby Generator 26 03 52 Outdoor Service Main 26 03 53 Automatic Transfer Switchgear 26 04 10 Underground 26 04 50 Grounding 26 09 10 Instrumentation

26 09 30 SCADA

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Golden Ranch MUD SECTION 00 01 04 Wagon Creek Phase 1 Lift Station ELECTRICAL SEAL SHEET

TECHNICAL SPECIFICATIONS

FOR CONSTRUCTION OF

WAGON CREEK

PHASE 1 LIFT STATION

Prepared for:

Allen Boone Humphries Robinson LLP

4515 Cole Avenue, Suite 1450

Dallas, TX 75205

On Behalf of:

Golden Ranch Municipal District of

Collin County, Texas

Prepared by:

Texas Engineering Firm Registration Number: 928

260 East Davis Street, Suite 100

McKinney, Texas 75069

Phone: (469) 301-2580

THIS DOCUMENT IS INCOMPLETE

AND IS RELEASED TEMPORARILY FOR

BIDDING PURPOSES ONLY. IT IS NOT

INTENDED FOR CONSTRUCTION OR

PERMIT PURPOSES.

THIS PAGE INTENTIONALLY LEFT BLANK

Golden Ranch MUD SECTION 01 11 00 Wagon Creek Phase 1 Lift Station SUMMARY OF WORK

Kimley-Horn Project No: 063451932 Page 1 of 2

SECTION 01 11 00

SUMMARY OF WORK

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. Summary of Work to be performed in accordance with the Contract Documents

1.2 CONTRACT DESCRIPTION

A. Work of the project generally consists of the installation of a packaged fiberglass lift station system, including wet well, buried valve vault, pumps, jib crane, electrical equipment, and all piping, valving, and appurtenances for a complete and working system.

B. Perform Work of Contract under unit price contract with Owner in accordance with Conditions of the Contract.

C. Drawings cover Work of the Contract.

1.3 EXAMINATION OF THE SITE

A. Contractor is required to visit the Site, compare drawings and specifications with any work in place, and inform themselves of all conditions, including other work, if any, are being performed.

Failure to visit the site shall not relieve the Contractor from the necessity of furnishing materials or performing work required to complete work in accordance with the Contract Documents without additional cost to the Owner.

1.4 CONTRACTS

A. The General Contractor shall perform the Work under a single contract as designated in the

Owner-Contractor Agreement.

1.5 CONTRACTOR'S USE OF PREMISES

A. Coordinate use of premises under direction of the Owner, or the Owner's authorized representative.

B. Assume full responsibility for protection and safekeeping of products under this Contract, stored on site.

1.6 PARTIAL OWNER OCCUPANCY

A. The Owner reserves the right to take possession and use any completed or partially completed portion of the Project regardless of the time of completion of the Project, providing it does not

Golden Ranch MUD SECTION 01 11 00 Wagon Creek Phase 1 Lift Station SUMMARY OF WORK

Kimley-Horn Project No: 063451932 Page 2 of 2 interfere with the Contractor's work. Such possession or use of the Project shall not be construed as final acceptance of the project or any portion thereof.

PART 2 - PRODUCTS [NOT USED]

PART 3 - EXECUTION [NOT USED]

END OF SECTION

Golden Ranch MUD SECTION 01 22 00 Wagon Creek Phase 1 Lift Station UNIT BID ITEM DESCRIPTIONS

Kimley-Horn Project No: 063451932 Page 1 of 6

SECTION 01 22 00

UNIT BID ITEM DESCRIPTIONS

1.1 SECTION INCLUDES

A. This Section covers the components considered to be a portion of each pay item as may or not be listed in the Unit Price Schedule and is furnished to aid the Contractor in preparing his bid:

1. Of necessity, the items described as components of the various items are discussed in a general manner only, describing the major pieces of equipment and/or materials.

2. Any items and/or appurtenances not specifically mentioned shall be considered a portion of the bid item to which, in the opinion of the Engineer, its function is most directly related.

3. Failure to list all items and/or appurtenances does not relieve the Contractor from furnishing all apparatuses, devices, labor, or materials of whatever nature required for a complete and operating installation in accordance with the intent of the Drawings, approved Shop Drawings, and the Specifications.

B. The successful contractor shall, as soon as possible after award of the Contract, submit a list itemizing the components of each Lump Sum Bid Item and their respective costs to be used as an aid in the preparation of partial payments.

C. The work called for by these Contract Documents shall be paid for under a single contract on a unit price basis. The total price bid shall constitute full compensation for all work indicated on the bid proposal.

D. Partial payments shall be made to the Contractor based on monthly estimates submitted to the

Engineer for approval in accordance with the General and Supplemental Conditions. All estimates for partial payment shall be based on completed work and corresponding dollar amounts as provided in the bid proposal and in accordance with the following schedule.

E. Unique or sole sourced items – “Tying or packaging” of equipment for the purpose of thwarting competition shall be in non-compliance with these specifications. Manufacturers shall price items under each subsection or sections separately.

1.2 DEFINITIONS:

A. Unit price is an amount incorporated in the Agreement, applicable during the duration of the

Work as a price per unit of measurement for materials, equipment, or services, or a portion of the Work, added to or deducted from the Contract Sum by appropriate modification, if the scope of Work or estimated quantities of Work required by the Contract Documents are increased or decreased.

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1.3 PROCEDURES:

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

B. Owner reserves the right to reject Contractor's measurement of work-in-place that involves use of established unit prices and to have this work measured, at Owner's expense, by an independent surveyor acceptable to Contractor.

PART 3 - EXECUTION

3.1 MOBILIZATION, BONDS, AND INSURANCE:

A. The work under this item shall include the establishment of offices and other facilities on the project site and the movement of personnel, construction equipment and supplies to the project site or to the vicinity of the project site in order to enable the Contractor to begin work on the contract. The cost of all bonds and insurance will also be considered part of this specification.

B. Mobilization will be measured as a lump sum item as the work progresses. The adjusted contract amount for construction items as used below is defined as the total contract amount less the lump sum bid for Mobilization. Partial payments for mobilization shall be paid for at the

Total Unit Price as shown in the bid proposal with the regular monthly estimates as follows:

1. When 1% and less than 5% of the adjusted contract amount for construction items is completed, 50% of the mobilization lump sum bid will be paid.

2. When 5% and less than 10% of the adjusted contract amount for construction items is completed, 75% of the mobilization lump sum bid will be paid. Previous payments under this section will be deducted from this amount.

3. When 10% or more of the adjusted contract amount for construction items is completed, 95% of the mobilization lump sum bid will be paid. Previous payments under this section will be deducted from this amount.

4. Payment for the remainder of the lump sum bid for “Mobilization” will be made on the final estimate.

C. This pay item shall encompass mobilization costs on a lump sum basis for the entire project.

3.2 SANITARY SEWER TRENCH SAFETY:

A. This item consists of the required trench safety measures for sanitary sewer lines as required by Item 109.6 of the General Provisions of the Standard Specifications for Public Works

Construction, North Central Texas, adopted by the North Central Texas Council of Governments with the following addition:

Per Texas House Bill 1569 effective as of September 1, 1989, it shall be the responsibility of the

Contractor to provide and maintain a viable trench safety system at all times during construction

Kimley-Horn Project No: 063451932 Page 3 of 6 activities. The Contractor is directed to become knowledgeable and familiar with the standards as set forth by the Occupational Safety and Health Administration (OSHA) for trench safety that will be in effect during the period of construction of the project and the Contractor is responsible for conforming to such regulations as prescribed by OSHA standards. A bid item for trench excavation safety protection and/or shoring is included in the proposal.

B. Measurement for payment will be on a lump sum basis.

3.3 SITE CIVIL WORK:

A. This item shall consist of all work, labor, tools, materials, and incidentals necessary to complete in place, the site clearing, construction staking, paving, drainage, grading, fencing, removal of spoils and all other site related work not accounted for by other pay items as shown in the

Contract Documents and listed in the following paragraphs.

B. Paving, drainage and grading shall include, but is not limited to, subgrade preparation, installation of all-weather road, slope stabilization, revegetation, concrete flat work, and installation of foundations.

C. Measurement for payment shall be on a lump sum basis.

3.4 YARD PIPING AND APPURTENANCES:

A. This item shall consist of all work, labor, tools, materials, equipment, and incidentals necessary to furnish and install all yard piping, supports, thrust blocking, fittings, thrust restraint, yard hydrants, backflow prevention, valves, and appurtenances as shown on the plans and Contract

Documents. Item shall fully complete and in place.

B. Measurement for payment shall be on a lump sum basis.

3.5 LIFT STATION

A. This item shall consist of all work, labor, tools, materials, equipment, and incidentals necessary to furnish and install the proposed lift station including but not limited to: fiberglass structure and concrete foundation and top slab, hatches, piping connections, grout, excavation, shoring, backfill, disposal of surplus material, startup, testing, and operator training in accordance with the Contract Documents.

3.6 SUBMERSIBLE PUMPS

A. This item shall consist of all work, labor, tools, materials, equipment, and incidentals necessary to furnish and install submersible pumps including but not limited to pumps, discharge elbows, guide rails, lifting chains, power cables piping connections, float switches, and all other appurtenances for a complete and working system in accordance with the Contract Documents.

Kimley-Horn Project No: 063451932 Page 4 of 6

3.7 ODOR CONTROL SYSTEM

A. This item shall consist of all work, labor, tools, materials, and incidentals necessary to furnish and install odor control unit and connecting piping for a complete and working system in accordance with the Contract Documents.

3.8 JIB CRANE

A. This item shall consist of all work, labor, tools, materials, equipment, and incidentals necessary to furnish and install jib crane, including but not limited to masts, jib arms, base plates, anchor bolts, pivot, trolley, hoist, 316 SS lifting chain, and all other appurtenances for a complete and working system in accordance with the Contract Document.

3.9 GENERATOR AND AUTOMATIC TRANSFER SWITCH

A. Including but not limited to procurement and installation of the standby diesel generator, automatic transfer switch, and any associated equipment required for a fully functional system, connection to electric utility, materials, labor, and services required in accordance with contract documents, drawings, and specifications for the completion of the work.

3.10 SITE ELECTRICAL

A. Including but not limited to procurement and installation of the proposed electrical equipment, distribution, lighting, receptacles, and connections to panels including all equipment, materials, labor, and services required in accordance with contract documents, drawings, and specifications for the completion of the work.

3.11 LIFT STATION CONTROL PANEL, POWER, AND CONTROLS

A. Including but not limited to procurement and installation of the lift station control panel, SCADA panel, mini power center, pump power and control wiring, terminal boxes, disconnect switches, alarm devices, instrumentation, and any associated equipment required for a fully functional system including all equipment, materials, labor, and services required in accordance with contract documents, drawings, and specifications for the completion of the work.

Kimley-Horn Project No: 063451932 Page 5 of 6

3.12 INTEGRATION

A. Including but not limited to programming of the proposed controls and any associated equipment required for a fully functional system and integration into the Owner's SCADA system including all equipment, materials, labor, and services required in accordance with contract documents, drawings, and specifications for the completion of the work.

3.13 TEMPORARY EROSION, SEDIMENTATION, AND WATER POLLUTION

PREVENTION CONTROL:

A. This item shall consist of all the work, labor, materials, and equipment associated with installing erosion control measures and shall be in accordance with NCTCOG DIVISION 1000

“EROSION AND SEDIMENT CONTROL”. The Contractor shall be responsible for determination of adequate and appropriate control measure items, quantities, and locations, and shall include this information in the submitted Storm Water Pollution Prevention Plan.

3.14 GCEC CHARGES FOR UTILITY COORDINATION

A. The contractor shall coordinate with Grayson Collin Electric Cooperative (GCEC) to coordinate service at the Wagon Creek Lift Station. GCEC is to furnish and install service which may include transformers (capacity, quantity, and configuration), wire (size and number of sets to drop pole) and meter. Contractor shall submit GCEC’s invoice to the Owner prior to payment.

No Mark-up is allowed in this pass-through cost and shall be billed at invoice amount from GCEC. Payment shall not exceed the Bid Allowance without prior approval by the Owner and shall include coordination with GCEC, labor, materials, and equipment necessary to install the primary service.

B. Measurements for payment shall be on a lump sum basis.

Kimley-Horn Project No: 063451932 Page 6 of 6

Golden Ranch MUD SECTION 01 31 19 Wagon Creek Phase 1 Lift Station PROJECT MEETINGS

SECTION 01 31 19

PROJECT MEETINGS

1.1 DESCRIPTION

A. Work Included: To enable orderly review during progress of the Work, and to provide for systematic discussion of problems, the Engineer/Owner will conduct project meetings throughout the construction period.

B. Related Work:

1. Documents affecting work of this Section include, but are not necessarily limited to, General Conditions, Supplementary Conditions, and Sections in Division 1 of these Specifications.

2. The Contractor's relations with his subcontractors and materials suppliers, and discussions relative thereto, are the Contractor's responsibility and normally are not part of project meetings content.

1.2 QUALITY ASSURANCE

A. For those persons designated by the Contractor and/or Owner's representative to attend and participate in project meetings.

PART 2 – PRODUCTS [NOT USED]

3.1 MEETING SCHEDULE

A. Except as noted below for the Preconstruction Meeting, project meetings will be held every other week.

B. The Owner shall coordinate as necessary to establish mutually acceptable schedule for meetings.

3.2 MEETING LOCATION

A. The Owner will establish meeting location. To the maximum extent practicable, meetings will be held at the job site.

3.3 PROJECT MEETINGS

A. Attendance:

1. To the maximum extent practicable, assign the same person or persons to represent the

Contractor at project meetings throughout progress of the Work.

Golden Ranch MUD SECTION 01 31 19 Wagon Creek Phase 1 Lift Station PROJECT MEETINGS

2. Owner.

3. Engineer and principal consultants.

4. Subcontractors, materials suppliers, and others may be invited to attend those project meetings in which their aspect of the Work is involved.

5. Others as appropriate to agenda.

B. Minimum Agenda:

1. Review progress of the Work since last meeting, including status of submittals for approval.

2. Review schedule and identify problems which impede planned progress.

3. Develop corrective measures and procedures to regain planned schedule.

4. Review Pay Requests.

3.2 PRE-INSTALLATION CONFERENCES

A. Where required in individual specification Section, convene a pre-installation conference at project site or other designed location. Notify Engineer in writing at least 4 days in advance of meeting.

B. Require attendance of parties directly affecting or affected by work of the specific Section.

C. Review conditions of installation, preparation and installation procedures, and coordination with related work.

Golden Ranch MUD SECTION 01 31 20 Wagon Creek Phase 1 Lift Station PRE-CONSTRUCTION CONFERENCE

SECTION 01 31 20

PRE-CONSTRUCTION CONFERENCE

A. Work Included: To help clarify construction contract administration procedures, the Engineer will conduct a Preconstruction Conference prior to start of the Work. Provide attendance by the designated personnel.

B. Related Work: Documents affecting work of this Section include, but are not necessarily limited to, General Conditions, Supplementary Conditions and Sections in Division 1 of these

A. For those persons designated by the Contractor, his subcontractors, and suppliers to attend the

Preconstruction Conference, provide required authority to commit the entities they represent to solutions agreed upon in the Conference.

1.3 SUBMITTALS

A. To the maximum extent practicable, advise the Owner and the Engineer at least 24 hours in advance of the Conference as to items to be added to the agenda.

B. The Engineer will compile minutes of the Conference and will furnish a copy of the minutes to the Contractor and required copies to the Owner. The Contractor may make and distribute such copies as he wishes.

1.4 PRECONSTRUCTION CONFERENCE

A. The Conference will be scheduled to be held prior to the Owner issuing the Notice to Proceed.

B. Attendance:

1. Provide attendance by authorized representatives of the Contractor and major subcontractors.

2. The Engineer will advise other interested parties, including the Owner, and request their attendance.

C. Minimum agenda: Data will be distributed and discussed on:

1. Organizational arrangement of Contractor's forces and personnel, and those of subcontractors, materials suppliers, and the Engineer;

2. Channels and procedures for communication;

Golden Ranch MUD SECTION 01 31 20 Wagon Creek Phase 1 Lift Station PRE-CONSTRUCTION CONFERENCE

3. Construction schedule, including sequence of critical work;

4. Working hours;

5. Contract Documents, including distribution of required copies of Drawings and revisions;

6. Processing of Shop Drawings and other data submitted to the Engineer for review;

7. Processing of field decisions and Change Orders;

8. Rules and regulations governing performance of the Work; and

9. Procedures for safety and first aid, security, quality control, housekeeping, and related matters.

Golden Ranch MUD SECTION 01 33 23 Wagon Creek Phase 1 Lift Station SHOP DRAWING, PRODUCT DATA, AND SAMPLING

Kimley-Horn Project No: 063451932 Page 1 of 8

SECTION 01 33 23

SHOP DRAWING, PRODUCT DATA, AND SAMPLING

1.01 RELATED DOCUMENTS

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

1.02 DESCRIPTION OF REQUIREMENTS

A. General: This section specifies procedural requirements for non-administrative submittals including shop drawings, product data, samples and other miscellaneous work-related submittals.

Shop drawings, product data, samples and other work-related submittals are required to amplify, expand and coordinate the information contained in the Contract Documents.

1. Refer to other Division 1 sections and other contract documents for specifications on administrative, non-work-related submittals. Such submittals include, but are not limited to the following items:

a. Permits

b. Payment applications

c. Performance and payment bonds

d. Insurance certificates

e. Inspection and test reports

f. Schedule of values

g. Trench safety plans

h. Barricade plans

i. Progress reports

j. Listing of subcontractors

B. Shop Drawings: Shop drawings prepared for this project by the Contractor including but not limited to the following items:

1. Fabrication and installation drawings

2. Setting diagrams

3. Shopwork manufacturing instructions

4. Templates

5. Patterns

6. Coordination drawings (for use on-site)

7. Schedules

8. Design mix formulas

9. Contractor's engineering calculations

Standard information prepared without specific reference to a project is not considered to be shop drawings.

Kimley-Horn Project No: 063451932 Page 2 of 8

Deliver submittals to the Owner’s Representative using the Internet Based Construction

Management System (ShareFile), via email at Chris.Connolly@kimley-horn.com, or physically at the following address unless otherwise stated at the Pre-Construction Conference:

Kimley-Horn and Associates, Inc.

Attn: Christopher Connolly, P.E.

260 East Davis Street, Suite 100

McKinney, Texas 75069

Reference Project: 063451932 Wagon Creek Phase 1 Lift Station

C. Product data includes standard printed information on manufactured products that has not been specially prepared for this project by the Contractor, including but not limited to the following items:

1. Manufacturer's product specifications and installation instructions

2. Standard color charts

3. Catalog cuts

4. Roughing-in diagram and templates

5. Standard wiring diagrams

6. Printed performance curves

7. Operational range diagrams

8. Mill reports

9. Standard product operating and maintenance manuals

D. Samples: Samples to be provided for this project including but not limited to the following items:

1. Partial sections of manufactured or fabricated work

2. Small cuts or containers of materials

3. Complete units of repetitively used materials

4. Swatches showing color, texture and pattern

5. Color range sets

6. Units of work to be used for independent inspection and testing

E. Miscellaneous submittals are work-related, non-administrative submittals that do not fit in the three previous categories, including, but not limited to the following:

1. Specially prepared and standard printed warranties

2. Maintenance agreements

3. Workmanship bonds

4. Survey data and reports

5. Project photographs

6. Testing and certification reports

7. Record drawings

8. Field measurement data

9. Operating and maintenance manuals

10. Keys and other security protection devices

11. Maintenance tools and spare parts

12. Overrun stock

Kimley-Horn Project No: 063451932 Page 3 of 8

1.03 SUBMITTAL PROCEDURES

A. Coordination: Coordinate the preparation and processing of submittals with the performance of the work. Coordinate each separate submittal with other submittals and related activities such as testing, purchasing, fabrication, delivery and similar activities that require sequential activity.

1. Coordinate the submittal of different units of interrelated work so that one submittal will not be delayed by the Engineer's need to review a related submittal. The Engineer reserves the right to withhold action on any submittal requiring coordination with other submittals until related submittals are forthcoming.

B. Coordination of Submittal Times: Prepare and transmit each submittal to the Engineer sufficiently in advance of the Scheduled performance of related work and other applicable activities. Transmit different kinds of submittals for the same unit of work so that processing will not be delayed by the Engineer's need to review submittals concurrently for coordination.

C. Review Time: Allow sufficient time so that the installation will not be delayed as a result of the time required to properly process submittals, including time for resubmittal, if necessary.

Contractor shall allow for a ten (10) calendar day review time from the date that the submittals arrive at the office of the Owner’s representative. Advise the Engineer on each submittal, as to whether processing time is critical to the progress of the work and if the work would be expedited if processing time could be shortened.

D. Submittal Preparation: Mark each submittal with a permanent label for identification. Provide a unique identification number (example “S1” for submittal 1) on the label for proper processing and recording of action taken. Each resubmittal shall be labeled with a decimal (for example:

“S1.1” for the first resubmittal of S1).

E. Submittal Requirements The number of copies of each submittal to be sent by the Contractor and the number of copies of each submittal to be returned is one (1) electronic copy.

F. Submittal Transmittal: Package each submittal appropriately for transmittal and handling.

Transmit each submittal from the Contractor to the Engineer, and to other destinations as indicated, by use of a transmittal form. Submittals received from sources other than the

Contractor will not be returned to the sender and no action will be taken by the Engineer.

1. Transmittal Form: Transmit all submittals with a properly completed Submittal Transmittal form.

a. A separate transmittal form shall be used for each specific product, class of material, and equipment system.

b. Items specified in different sections of the specifications are to be submitted separately unless integrally related.

2. Each transmittal form will record the following information for each submittal:

a. Project name

b. Date

Kimley-Horn Project No: 063451932 Page 4 of 8

c. Name and address of Engineer

d. Name and address of Contractor

e. Name and address of subcontractor

f. Name and address of supplier

g. Name of manufacturer

h. Number and title of appropriate specification section

i. Drawing number and detail references, as appropriate

j. Contractor's review and approval markings,

k. Statement of compliance with project specifications signed by Contractor or notice of deviations from project specifications signed by Contractor

l. Space for the Engineer's "Action" stamp

1.04 SPECIFIC SUBMITTAL REQUIREMENTS

A. General: Specific submittal requirements for individual units of work are specified in the applicable specification section. Except as otherwise indicated in the individual specification sections, comply with the requirements specified herein for each type of submittal.

1. Where it is necessary to provide intermediate submittals between the initial and final submittals, provide and process intermediate submittals in the same manner as for initial submittals.

B. Shop Drawings: Information required on shop drawings includes dimensions, identification of specific products and materials which are included in the work compliance with specified standards and notations of coordination requirements with other work. Provide special notation of dimensions that have been established by field measurement. Highlight, encircle or otherwise indicate deviations from the contract documents on the shop drawings.

1. Coordination Drawings: Provide coordination drawings where required for the integration of the work, including work first shown in detail on shop drawings or product data. Show sequencing and relationship of separate units of work which must interface in a restricted manner to fit in the space provided, or function as indicated. Coordination drawings are considered shop drawings and must be definitive in nature.

2. Do not permit shop drawing copies without an appropriate final "Action" marking by the

Engineer to be used in connection with the work.

3. Submit one (1) electronic copy, (1 electronic copy for Divisions 2 and 11), of shop drawings, layouts, manufacturer’s data and material schedules as may be required by the Engineer for his review. Submittals shall be checked by and stamped with the approval of the Contractor and identified as the Engineer may require. Such review by the Engineer shall include checking for general conformance with the design concept of the project and general compliance with information given in the General Contract Documents. Indicated actions by the Engineer which may result from his review, shall not constitute concurrence with any deviation from the plans and specifications unless such deviations are specifically identified by the method described below, and further shall not relieve the Contractor of responsibility for errors or omissions in the submitted data. Processed shop drawing submittals are not change orders. The purpose of submittals by the Contractor is to demonstrate that the

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Contractor understands the design concept, and that he demonstrates his understanding by indicating which equipment and materials he intends to furnish and install, and by detailing the fabrication and installation methods he intends to use. If deviations, discrepancies or conflicts between submittals and the design drawings and/or specifications are discovered, either prior to or after submittals are processed, the design drawings and specifications shall govern.

C. Product Data: General information required specifically as product data includes manufacturer's standard printed recommendations for application and use, compliance with recognized standards of trade associations and testing agencies, and the application of their labels and seals (if any), special notation of dimensions which have been verified by way of field measurement, and special coordination requirements for interfacing the material, product or system with other work.

1. Refer to Divisions 2 and 11 sections for additional general requirements applicable to product data.

2. Preparation: Collect required product data into a single submittal for each unit of work or system. Mark each copy to show which choices and options are applicable to the project.

Where product data has been printed to include information on several similar products, some of which are not required for use on the project, or are not included in this submittal, mark the copies to show clearly that such information is not applicable.

a. Where product data must be specially prepared for required products, materials or systems, because standard printed data is not suitable for use, submit data as "shop drawings" and not as "product data".

3. Submittals: Product data submittal is required for information and record and to determine that the products, materials and systems comply with the provisions of the contract documents. Therefore, the initial submittal is also the final submittal, except where the

Engineer observes that there is no compliance with the provisions of the contract documents and returns the submittal promptly to the Contractor marked with the appropriate "Action".

a. Provide a preliminary single-copy submittal where required, for selection of options by the Engineer.

b. The Engineer will retain one copy and will return the other marked with "Action" and corrections or modifications as required.

c. Do not submit product data or allow its use on the project, until compliance with the requirements of the contract documents has been confirmed by the Contractor.

4. Installation Copy: Do not proceed with installation of materials, products and systems until a copy of product data applicable to the installation is in the possession of the installer. Do not permit the use of unmarked copies of product data in connection with the performance of the work.

D. Samples: Submit samples for the Engineer's visual review of general generic kind, color, pattern, and texture, and for a final check of the coordination of these characteristics with other related elements of the work. Samples are also submitted for quality control comparison of these

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1. Refer to individual work sections of these specifications for additional sample requirements, which may be intended for examination or testing of additional charact eristics. Compliance with other required characteristics is the exclusive responsibility of the Contractor; such compliance is not considered in the Engineer's review and "Action" indication on sample submittals.

2. Documentation required specifically for sample submittals includes a generic description of the sample, the sample source or the product name or manufacturer, compliance with governing regulations and recognized standards. In addition, indicate limitations in terms of availability, sizes, delivery time, and similar limiting characteristics.

3. Preparation: Where possible, provide samples that are physically identical with the proposed material or product to be incorporated in the work; provide full scale, fully fabricated samples cured and finished in the manner specified. Where variations in color, pattern, or texture are inherent in the material or product represented by the sample, submit multiple units of the sample (not less than 3 units), which show the approximate limits of variations. Where samples are specified for the Engineer's selection of color, texture or pattern, submit a full set of available choices for the material or product. Mount, display, or package samples in the manner specified to facilitate the review of indicated qualities.

Prepare samples to match the Engineer's sample where so indicated.

4. Submittal: At the Contractor's option and depending upon the nature of the anticipated response from the Engineer, the initial submittal of samples may be either a preliminary submittal or a final submittal.

a. Preliminary Submittal: Submit 3 set of samples where requirements indicate the

Engineer's selection of color, pattern, texture or similar characteristics from a manufacturer's range of standard choices is necessary. Preliminary submittals will be reviewed and returned with the Engineer's "Action" marking.

b. Final Submittals: Submit 3 sets of samples in the final submittal, one set will be returned.

c. Distribution of Samples: Maintain the final submittal sets of samples, as returned by the Engineer, at the project site, available for quality control comparisons throughout the course of performing the work. In addition, final submittal sets may be used to obtain final acceptance of the work associated with each set.

E. Miscellaneous Submittals:

1. Inspection and Test Reports: Classify each inspection and test report as being either "shop drawing" or "product data" depending on whether the report is specially prepared for the project, or a standard publication of workmanship control testing at the point of production.

Process inspection and test reports accordingly.

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2. Warranties: Refer to section "Products and Substitutions" for specific general requirements on warranties, product bonds, workmanship bonds and maintenance agreements. In addition to copies desired for the Contractor's use, furnish 2 executed copies of such warranties, bonds or agreements. Provide 2 additional copies where required for maintenance manuals.

3. Standards: Where submittal of a copy of standards is indicated, and except where copies of standards are specified as an integral part of a "Product Data" submittal, submit a single copy of standards for the Engineer's use. Where workmanship, whether at the project site or elsewhere is governed by a standard, furnish additional copies of the standard to fabricators, installers and others involved in the performance of the work.

4. Closeout Submittals: Refer to section "Project Closeout" and to individual sections of these specifications for specific submittal requirements of project closeout information, materials, tools, and similar items.

a. Record Documents: Furnish 1 set of record documents as maintained on the project site. Refer to Section 01 78 39 for a description of the Record Document requirements.

b. Operating and Maintenance Data: Furnish four (4) bound copies of operating data and maintenance manuals.

c. Materials and Tools: Refer to individual sections of these specifications for required quantities of spare parts, extra and overrun stock, maintenance tools and devices, keys, and similar physical units to be submitted.

5. General Distribution: Provide additional distribution of submittals to governing authorities and others as necessary for the proper performance of the work. Include such additional copies of submittals in the transmittal to the Engineer where the submittals are required to receive "Action" marking before final distribution. Record distributions on transmittal forms.

1.05 ENGINEER'S ACTION

A. General: Except for submittals for the record and similar purposes, where action and return on submittals is required or requested, the Engineer will review each submittal, mark with appropriate "Action", and return. Where the submittal must be held for coordination, the Engineer will so advise the Contractor.

1. Action Stamp: The Engineer will stamp each submittal to be returned with a uniform, self-explanatory action stamp, appropriately marked and executed to indicate whether the submittal returned is for no exceptions taken, exceptions noted, revise and submit, rejected, or files as received.

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PART 3 - EXECUTION [NOT USED]

Golden Ranch MUD SECTION 01 45 23

Wagon Creek Phase 1 Lift Station TESTING AND INSPECTION SERVICES

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SECTION 01 45 23

TESTING AND INSPECTION SERVICES

1.01 DESCRIPTION

A. Work Included: Provide testing and inspecting, complete, as described in this Section and elsewhere in the Contract Documents.

1. Requirements for testing may be described in various Sections of these Specifications.

1.02 QUALITY ASSURANCE

A. Provide the services of a soils engineer and a testing laboratory approved by the Engineer.

B. Upon completion of each test and/or inspection, promptly distribute copies of test or inspection reports to the Engineer, to governmental agencies requiring submission of such reports, and to such other persons as directed by the Engineer.

C. Employment of Testing Laboratory shall in no way relieve Contractor of his obligations to perform work in accordance with contract documents.

D. Qualifications of laboratory:

1. Meet ACIL requirements referenced.

2. Meet basic requirements of ASTM E 329.

3. Authorized to operate in State in which project is located.

4. Meet minimum requirements specified in other sections of the Contract Documents.

PART 2 - PRODUCTS

2.01 PAYMENT FOR TESTING

A. Include within the Contract Sum an amount sufficient to cover all retesting due to failed testing reports required under this Section of these Specifications.

B. The Owner will pay for all testing and inspecting specifically requested by the Engineer over and above those described in Paragraph 2.01-A above.

C. When initial tests requested by the Engineer indicate non-compliance with the Contract

Documents, costs of initial tests associated with that non-compliance will be deducted by the

Owner from the Contract Sum, and subsequent retesting occasioned by the non-compliance shall be performed by the same testing laboratory and the costs thereof shall be paid by the Contractor.

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2.02 SPECIFIC TESTS AND INSPECTIONS

A. Provide all tests and inspections required by governmental agencies having jurisdiction, required by provisions of the Contract Documents, and such other tests and inspections as are directed by the Engineer.

B. Tests include, but are not necessarily limited to, those described in detail in Part 3 of this Section.

2.03 CONTRACTOR'S RESPONSIBILITIES

A. Cooperate with Laboratory personnel; provide access to Work, and to manufacturer's operations.

B. When materials require testing prior to being incorporated into Work, secure and deliver to

Laboratory adequate quantities of representative samples of materials proposed to be used.

C. Furnish copies of product test reports as required.

D. Furnish incidental labor and facilities:

1. To provide access to work to be tested.

2. To obtain and handle samples at site or at source of product to be tested.

3. To facilitate inspections and tests.

4. For safe storage and cutting of test samples.

E. Notify Laboratory sufficiently in advance of operations to allow for Laboratory assignment of personnel and scheduling of tests.

F. Make arrangements with Laboratory and pay for additional samples and tests required for

Contractor's convenience.

3.01 TAKING SPECIMENS

A. Except as may be specifically otherwise approved by the Engineer, have the laboratory secure and handle all samples and specimens for testing.

3.02 COOPERATION WITH TESTING LABORATORY

A. Provide access to the Work at all times and at all locations where the Work is in progress.

Provide facilities for such access to enable the laboratory to perform its functions properly.

3.03 CONCRETE INSPECTING AND TESTING

A. Portland Cement:

1. Secure from the cement manufacturer Certificates of Compliance delivered directly to the concrete producer for further delivery directly to the testing laboratory.

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2. Require the Certificates of Compliance to positively identify the cement as to production lot, bin or silo number, dating and routing of shipment, and compliance with the specified standards.

3. If so required by the Engineer, promptly provide such other specific physical and chemical data as required.

B. Aggregate:

1. Provide one test unless character of material changes, material is substituted, or additional test is requested by the Engineer.

2. Sample from conveyor belts or batching gates at the ready-mix plant:

a. Sieve analysis to determine compliance with specified standards and grading;

b. Specific gravity test for compliance with specified standards.

C. Laboratory Design Mix:

1. After approval of aggregate, and whenever character or source of materials is changed, provide mix design in accordance with ACI 613.

2. Provide designs for all mixes prepared by a licensed civil engineer.

D. Molded Concrete Cylinders:

1. Provide four test cylinders for each 50 cu. yds or fraction thereof, of each class of concrete of each day's placement.

2. Test one cylinder at seven days, two at 28 days, and one when so directed.

3. Report the mix, slump, location of concrete in the structure, and test results prior to the addition of any plasticizers.

4. Take specimens and make tests in accordance with the applicable ASTM standard specifications.

E. Core Tests:

1. Provide only when specifically so directed by the Engineer because of low cylinder test results.

2. Cut from locations directed by the Engineer, securing in accordance with ASTM C42, and prepare and test in accordance with ASTM C39.

F. Placement Inspections:

1. On concrete over 2,000 psi, provide continuous or other inspection as required by governmental agencies having jurisdiction.

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2. Throughout progress of concrete placement, make slump tests to verify conformance with specified slump.

3. Using all required personnel and equipment, throughout progress of concrete placement verify that finished concrete surfaces will have the level or slope that is required by the

Contract Documents.

3.04 DENSITY

A. Provide geotechnical observation and materials testing including compacted moisture / density of all backfill soils at the rate of one test per 250 linear feet of trench, for each lift of fill placed, during compaction.

B. Digging through existing lifts of backfill to access and test underlying lifts is not allowed.

3.05 MASONRY

A. Provide mortar testing per ASTM C-270.

3.06 STEEL

A. Inspection of Structural Steel:

1. Inspect structural steel during fabrication and during and after erection for conformance with

Contract Documents and Shop Drawings.

2. Inspect shop and field welds including certification of welders.

3. Visually inspect check welds for size and appearance.

4. No burning or other field corrections of steel members are permitted without express permission of the Engineer. Immediately report violations.

B. Inspecting Bolting:

1. Visually examine joints to determine that bolts and washers are properly installed and have been tensioned.

2. Check tightness of bolts by using a calibrated torque wrench.

3. Torque wrench test two bolts in each connection, but not less than 10% of bolts.

C. Inspection of Open Web Steel Joists: Inspect erection of open web steel joists for conformance with

Contract Documents or Shop Drawings.

D. Inspection of Metal Deck: Inspect all metal deck for proper installation. Include correct welds and lapping of deck.

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3.06 EARTH EXCAVATION, BACKFILL AND GRADING [NOT USED]

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Golden Ranch MUD SECTION 01 52 00

Wagon Creek Phase 1 Lift Station CONSTRUCTION FACILITIES

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SECTION 01 52…