Eagle Mountain City 00 01 10 Table of Contents Well No. 5 Upgrades (2306-033) Page 1 of 2

DOCUMENT 00 01 10

TABLE OF CONTENTS

NUMBER TITLE

PROCUREMENT AND CONTRACTING REQUIREMENTS GROUP

Division 00 – Procurement and Contracting Requirements

Introductory Information 00 01 10 Table of Contents

Procurement and Contracting Requirements Notice Inviting Bids Overview Attachment A Attachment B

SPECIFICATIONS GROUP

GENERAL REQUIREMENTS SUBGROUP (Division 01)

Division 01 – General Requirements 01 10 00 Summary 01 20 00 Price and Payment Procedures 01 22 19 Unit Price Measurement and Payment 01 70 00 Execution and Closeout Requirements 01 71 13 Mobilization 01 71 23.23 Machine Control 01 74 19 Construction Waste Management

FACILITY CONSTRUCTION SUBGROUP (Division 02 to 19)

Division 02 – Existing Conditions 02 41 16 Structure Demolition

Division 03 – Concrete 03 10 00 Concrete Forming and Accessories 03 20 00 Concrete Reinforcing

Division 06 – Wood, Plastics and Composites 06 10 00 Rough Carpentry 06 17 53 Shop-Fabricated Wood Trusses

Division 07 – Thermal and Moisture Protection 07 21 00 Thermal Insulation 07 31 13 Asphalt Shingles 07 72 33 Roof Hatches 07 90 00 Joint Protection

Division 08 to 19 – Not Used

FACILITY SERVICES SUBGROUP (Division 20 to 29)

Division 20 to 25 – Not Used

Eagle Mountain City 00 01 10 Table of Contents Well No. 5 Upgrades (2306-033) Page 2 of 2

Division 26 – Electrical 26 05 00 Common Work Results for Electrical 26 05 13 Medium-Voltage Cables 26 05 19 Low-voltage Electrical Power Conductors and Cables 26 05 23 Control-voltage Electrical Power Cables 26 05 26 Grounding and Bonding for Electrical Systems 26 05 29 Hangers and Supports for Electrical Systems 26 05 33 Raceways and Boxes for Electrical Systems 26 05 34 Enclosures 26 05 43 Underground Ducts and Raceways for Electrical Systems 26 05 48 Vibration and Seismic Controls for Electrical Systems 26 05 53 Identification for Electrical Systems 26 05 73 Electrical Testing with Coordination Study 26 09 13 Electrical Power Monitoring 26 22 00 Low-voltage Transformers 26 24 19 Motor-Control Centers 26 27 26 Wiring Devices 26 28 19 Disconnect Switches 26 43 13 Transient-voltage Suppression for Low-voltage Electrical Power Circuits

Division 27 to 29 – Not Used

SITE AND INFRASTRUCTURE SUBGROUP (Division 30 to 39)

Division 30 – Not Used

Division 31 – Earthwork 31 05 16 Aggregates for Earthwork 31 23 16 Excavation 31 23 23 Fill

Division 32 – Exterior Improvements 32 11 23 Aggregate Base Courses 32 31 19.23 Wrought Iron Fences and Gates

Division 33 – Utilities 33 11 33.13 Turbine Well Pump 33 14 44 Booster Pump Station

Division 34 to 39 – Not Used

PROCESS EQUIPMENT SUBGROUP (Division 40 to 49)

Division 40 – Process Interconnections 40 61 13 Process Control System General Provisions 40 61 21 Process Control System Testing 40 61 26 Process Control Systems Training 40 75 21 Chlorine Analyzers

Division 41 to 45 – Not Used

Division 46 – Water and Wastewater Equipment 46 31 11 Chlorine Gas Feed Equipment

Division 47 to 49 – Not Used

Eagle Mountain City 01 10 00 Summary Well No. 5 Upgrades (2306-033) Page 1 of 3

SECTION 01 10 00

SUMMARY

PART 1 GENERAL

1.1 SUMMARY

A. Section Includes:

1. Contract description.

2. Work by Owner or others.

3. Owner-furnished products.

4. Contractor's use of Site.

5. Future work.

6. Work sequence.

7. Owner occupancy.

8. Specification conventions.

B. Related Requirements:

1. Section 01 33 00 – Submittal Procedures.

1.2 CONTRACT DESCRIPTION

A. Work of Project includes upgrades to the existing well pump, electrical, and HVAC systems at the site.

B. Perform Work of Contract under stipulated price Contract with Owner ac-cording to Conditions of Contract.

1.3 WORK BY OWNER OR OTHERS

A. Owner has awarded separate contracts for supply of the well pump and motor, E-house for variable frequency drive (VFD) and switchgear, standby generator, 480v switchgear, and two transformers.

B. If Owner-awarded contracts interfere with each other due to work being performed at same time or at same Site, Owner will determine sequence of work under all contracts according to "Work Sequence" and "Contractor's Use of Site" Articles in this Section.

C. Coordinate Work with utilities of Owner and public or private agencies.

D. Work under separate contracts by others:

1. Supply of well pump and motor materials: By Rhino Pumps.

2. E-House, fully constructed containing pump VFD and switchgear: By

Royal Wholesale Electric.

3. Supply of Standby Generator: By Caterpillar, already installed on a concrete pad.

4. Supply of switchgear: by SKM.

Well No. 5 Upgrades (2306-033) Page 2 of 3

5. Supply of two transformers: by Royal Wholesale Electric.

1.4 OWNER-FURNISHED PRODUCTS

A. Owner's Responsibilities:

1. Arrange for and deliver Owner-reviewed Shop Drawings, Product

Data, and Samples to Contractor.

2. Arrange and pay for delivery to Site.

3. Upon delivery, inspect products jointly with Contractor.

4. Arrange for manufacturers' warranties, inspections, and service.

B. Contractor's Responsibilities:

1. Review Owner-reviewed Shop Drawings, Product Data, and Sam-ples. Respond promptly to Owner regarding any conflicts.

2. Receive and unload products at Site; inspect for completeness or damage jointly with Owner.

3. Submit claims for transportation damage and replace damaged, de-fective, or deficient items.

4. Handle, store, install, and finish products.

5. Repair or replace items damaged after receipt.

1.5 CONTRACTOR'S USE OF SITE

A. Limit use of Site to allow:

1. Owner occupancy.

1.6 WORK SEQUENCE

A. Construct Work in order to accommodate Owner's occupancy requirements during construction period. Coordinate construction schedule and opera-tions with Engineer.

B. Sequencing of Construction Plan: Before start of construction, a copy of the construction plan regarding phasing of demolition and new Work for ac-ceptance by Owner. After acceptance of plan, construction sequencing shall comply with accepted plan unless deviations are accepted by Owner in writing.

1.7 OWNER OCCUPANCY

A. Owner will occupy Site during entire period of construction.

B. Cooperate with Owner to minimize conflict and to facilitate Owner's opera-tions.

C. Schedule Work to accommodate Owner occupancy.

Well No. 5 Upgrades (2306-033) Page 3 of 3

1.8 SPECIFICATION CONVENTIONS

A. These Specifications are written in imperative mood and streamlined form.

This imperative language is directed to Contractor unless specifically noted otherwise. The words "shall be" are included by inference where colon (:) is used within sentences or phrases.

PART 2 PRODUCTS – Not Used

PART 3 EXECUTION – Not Used

END OF SECTION

Eagle Mountain City 01 20 00 Price and Payment Procedures Well No. 5 Upgrades (2306-033) Page 1 of 4

SECTION 01 20 00

PRICE AND PAYMENT PROCEDURES

PART 1 GENERAL

1.1 SUMMARY

A. Section Includes:

1. Schedule of Values.

2. Application for Payment.

3. Change procedures.

4. Defect assessment.

5. Unit prices.

1.2 SCHEDULE OF VALUES

A. Submit printed or electronic PDF file of Schedule of Values on Contractor's standard form.

B. Submit Schedule of Values as required in General Conditions.

C. Format: Use Table of Contents of this Project Manual. Identify each line item with number and title of major Specification Section. Also identify mobilization, bonds and insurance, and other related items.

D. Include within each line item, direct proportional amount of Contractor's overhead and profit.

E. Revise Schedule of Values to list approved Change Orders with each Application for Payment.

1.3 APPLICATION FOR PAYMENT

A. Submit updated Progress Schedule with each Application for Payment.

B. Payment Period: Submit at monthly intervals as agreed upon at Preconstruction Meeting.

C. Substantiating Data: When Engineer requires substantiating information, submit data justifying dollar amounts in question.

1.4 CHANGE PROCEDURES

A. Submit name of individual who is authorized to receive change documents and is responsible for informing others in Contractor's employ or Subcontractors of changes to Work.

Well No. 5 Upgrades (2306-033) Page 2 of 4

B. Carefully study and compare Contract Documents before proceeding with fabrication and installation of Work. Promptly advise Engineer of any error, inconsistency, omission, or apparent discrepancy.

C. Requests for Interpretation (RFI) and Clarifications: Allot time in construction scheduling for handling queries and clarifications.

D. Use Contractor’s standard form for requesting interpretations.

E. Engineer may respond with direct answer on Request for Interpretation form, Field Order, or Work Change Directive.

F. Substitutions are to be requested and reviewed by Engineer prior to submittal of bids as indicated in Instructions to Bidders.

G. Execution of Change Orders: Engineer will issue Change Orders for signatures of parties as provided in General Conditions.

H. Correlation of Contractor Submittals:

1. Promptly revise Application for Payment forms to record each authorized Change Order as separate line item and adjust Contract Price.

2. Promptly revise Progress Schedule to reflect change in Contract Time, revise sub-schedules to adjust times for other items of Work affected by change, and resubmit.

3. Promptly enter changes in Record Documents.

1.5 DEFECT ASSESSMENT

A. Replace Work, or portions of Work, not conforming to specified requirements.

B. If, in opinion of Engineer, it is not practical to remove and replace Work, Engineer will direct appropriate remedy or adjust payment.

1. Defective Work may remain, but unit sum/price will be reduced up to

50 percent at discretion of Engineer.

2. Defective Work will be partially repaired according to instructions of

Engineer, and unit sum/price will be adjusted to new sum/price at discretion of Engineer.

3. Individual Specification Sections may modify these options or may identify specific formula or percentage sum/price reduction.

C. Authority of Engineer to assess defects and identify payment adjustments is final.

D. Nonpayment for Rejected Products: Payment will not be made for rejected products for any of the following reasons:

1. Products wasted or disposed of in manner that is not acceptable.

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2. Products determined as unacceptable before or after placement.

3. Products not completely unloaded from transporting vehicle.

4. Products placed beyond lines and levels of the required Work.

5. Products remaining on hand after completion of Work.

6. Loading, hauling, and disposing of rejected products.

1.6 UNIT PRICES

A. Authority: Measurement methods are delineated in Section 01 22 19.

B. Measurement methods delineated in Section 01 22 19 complement criteria of this Section. In event of conflict, requirements of Section 01 22 19 governs.

C. Engineer will take measurements and compute quantities accordingly.

Provide assistance in taking measurements.

D. Unit Quantities:

1. Quantities and measurements indicated on Bid Form are for Contract purposes only.

2. Actual quantities provided shall determine payment, except for unit price items noted as (Plan Quantity) on Bid Form.

3. When actual Work requires more or fewer quantities than those quantities indicated, provide required quantities at contracted unit sum/prices.

E. Payment Includes: Full compensation for required labor, products, tools, equipment, plant and facilities, transportation, services and incidentals;

erection, application, or installation of item of the Work; overhead and profit.

F. Final payment for Work governed by unit prices will be made on basis of actual measurements and quantities accepted by Engineer multiplied by unit sum/price for Work incorporated in or made necessary by Work.

G. Measurement Devices:

1. Weigh Scales: Inspected, tested, and certified by applicable State weights and measures department within past year.

2. Platform Scales: Of sufficient size and capacity to accommodate conveying vehicle.

3. Metering Devices: Inspected, tested, and certified by applicable

State department within past year.

H. Measurement of Quantities:

1. Measurement by Weight: By scale weight and provide weigh tickets.

Where weight measurements are indicated, concrete reinforcing steel, rolled or formed steel, or other metal shapes will be measured by handbook weights. Welded assemblies will be measured by

Well No. 5 Upgrades (2306-033) Page 4 of 4 handbook or scale weight. Unless indicated otherwise, measure weights in English tons (2,000 pounds).

2. Measurement by Volume: Measured by cubic dimension using mean length, width, and height or thickness.

3. Measurement by Area: Measured by square dimension using mean length and width or radius.

4. Linear Measurement: Measured by linear dimension at item centerline or mean chord.

5. Measurement by Unit: Measured by number of each unit of Work.

6. Lump Sum: No measurement will be made.

I. Measurement by Neat Line:

1. When indicated in individual Specification Section, unit price item will be measured by neat line.

2. Neat line measurement will be calculated by area or volume of unit price item as indicated by dimensions shown on typical section or detail included on Drawings.

J. When (Plan Quantity) is indicated on unit price item:

1. Accept estimated quantity on Bid Form as final quantity for which payment will be made, unless Engineer revises plan quantity through Change Order.

2. Request adjustment to plan quantity on Bid Form if error is discovered in estimated quantity. Provide supporting documentation to verify error. Engineer will recalculate final quantity for payment.

PART 2 PRODUCTS – Not Used

Eagle Mountain City 01 22 19 Unit Price Measurement Well No. 5 Upgrades (2306-033) Page 1 of 4 and Payment

SECTION 01 22 19

UNIT PRICE MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 SUMMARY

A. Section Includes:

1. List of unit price bid items and referenced specification section.

2. Basis of measurement for each unit price bid item.

3. Basis of payment for each unit price bid item.

B. Related Requirements:

1. Section 01 71 13 – Mobilization.

2. Section 03 10 00 – Concrete Forming and Accessories.

3. Section 03 20 00 – Concrete Reinforcing.

4. Section 06 10 00 – Rough Carpentry.

5. Section 26 05 00 – Common Work Results for Electrical.

6. Section 31 05 16 – Aggregates for Earthwork.

7. Section 31 23 16 – Excavation.

8. Section 32 11 23 – Aggregate Base Courses.

9. Section 32 31 19.23 – Wrought Iron Fences and Gates.

10. Section 33 11 33.13 – Turbine Well Pumps.

11. Section 46 31 11 – Chlorine Gas Feed Equipment.

(Remainder of page intentionally left blank.)

Well No. 5 Upgrades (2306-033) Page 2 of 4 and Payment

1.2 UNIT PRICES – MEASUREMENT AND PAYMENT

A. Unit price bid items will be measured and paid in accordance with Table 1 below.

TABLE 1 MEASUREMENT AND PAYMENT

ITEM

NO.

DESCRIPTION SECTION

1-1

Mobilization: 01 71 13

Basis of Measurement:

None - Lump Sum

Basis of Payment: Includes mobilization to and from Project Site, field office, temporary utilities, temporary facilities, project signage, removal, restoration of site, cleanup, and incidental work. Payments will be made in accordance with table included in Section 01 71 13.

1-2

Site Grading and Preparation: 31 23 16

Basis of Measurement:

By Square Foot

Basis of Payment: Includes excavation, removal, disposal, backfill, watering, compaction, finishing, and incidental work.

1-3

Drainage Improvements (Rip Rap):

31 05 16 31 23 16

Basis of Measurement:

By Square Foot

Basis of Payment: Includes excavation, removal, disposal, rip rap, finishing, and incidental work.

1-4

Gravel Driveway: 31 23 16

Basis of Measurement:

By Cubic Yard

Basis of Payment: Includes material, placing, finish grading, and incidental work.

1-5

Road Base Installation:

32 11 23 31 23 16

Basis of Measurement:

By Ton

Basis of Payment: Includes excavation of soil to required elevations, dewatering, stockpiling, scarifying subgrade for fills, filling, disposal of unsuitable and excess materials, watering, grading, finishing, compacting, and incidental work.

1-6

Concrete Slab:

03 10 00 03 20 00

Basis of Measurement:

By Cubic Yard

Basis of Payment: Includes forming, concrete, rebar, finishing, joints, curing, backfill, compaction, and incidental work.

1-7

E-House Pad:

03 10 00 03 20 00

Basis of Measurement:

By Cubic Yard

Basis of Payment: Includes forming, concrete, rebar, finishing, joints, curing, backfill, compaction, and incidental work.

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1-8

Wrought Iron Fencing: 32 31 19.23

Basis of Measurement:

By Linear Foot

Basis of Payment: Includes excavation, posts, concrete footings, rails, panels, gates, hardware, and accessories.

1-9

E-House Installation: See Drawings

Basis of Measurement:

None - Lump Sum

Basis of Payment: Includes receiving, excavation, conduit, fittings, accessories, bedding, backfill, compaction, and incidental work.

1-10

Pump Installation: 33 11 33.13

Basis of Measurement:

None - Lump Sum

Basis of Payment: Includes receiving, coordination with supplier on install, cleaning, disinfection, bacteriological testing, and incidental work.

1-11

Electrical Work: 26 05 00

Basis of Measurement:

None - Lump Sum

Basis of Payment: Includes excavation, fittings, connections, bedding, backfill, compaction, conduit, wire, receiving, equipment installation, terminations, testing, startup, and all other work necessary to provide complete, functioning system.

1-12

Roof Modifications: 06 10 00

Basis of Measurement:

None - Lump Sum

Basis of Payment: Includes all cost of modifying the roof and ceiling, including the cost of the roof hatch.

1-13

HVAC System Upgrades: See Drawings

Basis of Measurement:

None - Lump Sum

Basis of Payment: Includes all cost to procure and install a complete, functioning system.

1-14

Gas Chlorination System: 46 31 11

Basis of Measurement:

None - Lump Sum

Basis of Payment: Includes all cost to procure and install a complete, functioning system.

Bottles to be provided by owner.

1-15

Chlorine Analyzer: 40 75 21

Basis of Measurement:

By Each Unit

Basis of Payment: Includes analyzer, interior pipe and fittings, cleaning, disinfecting, and incidental work.

1-16

3/4" HDPE Waterline: 31 23 16

Basis of Measurement:

None - Lump Sum

Basis of Payment: Includes pipe, excavation, removal of concrete, fittings, connection to existing line, core drilling, bedding, backfill, compaction, cleaning, disinfection, and incidental work.

Well No. 5 Upgrades (2306-033) Page 4 of 4 and Payment

1-17

Interior Concrete Replacement:

03 10 00 03 20 00

Basis of Measurement:

By Cubic Yard

Basis of Payment: Includes demo and removal, forming, concrete, rebar, finishing, joints, curing, backfill, compaction, and incidental work.

PART 2 PRODUCTS – Not Used

Eagle Mountain City 01 70 00 Execution and Closeout Requirements Well No. 5 Upgrades (2306-033) Page 1 of 12

SECTION 01 70 00

EXECUTION AND CLOSEOUT REQUIREMENTS

PART 1 GENERAL

1.1 SECTION INCLUDES

A. Section Includes:

1. Field engineering.

2. Closeout procedures.

3. Starting of systems.

4. Demonstration and instructions.

5. Project record documents.

6. Operation and maintenance data.

7. Manual for equipment and systems.

8. Spare parts and maintenance products.

9. Product warranties and product bonds.

10. Examination.

11. Preparation.

12. Execution.

13. Cutting and patching.

14. Protecting installed construction.

15. Final cleaning.

1.2 FIELD ENGINEERING

A. Provide field engineering services. Establish elevations, lines, and levels using recognized engineering survey practices. Provide minimum field engineering services as follows:

1. Roadway/Parking Lot:

a. Excavation: Slope stakes at 100-foot stations on tangents and 50-foot stations as needed on curves.

b. Subgrade: Red heads at center line and each shoulder at 100-foot stations.

c. Top of Granular Borrow: Red head at center line and each shoulder at 100-foot stations.

d. Top of Untreated Base Course: Read heads at center line and each shoulder at 50-foot stations.

e. If Contractor uses grade control, staking will be reduced to 200-foot stations and provide pavement line.

2. Manholes and Drainage Structures: Offset and cut / fill to invert or reference elevation.

3. Fencing: Corners, angle points and points on line at 500-foot intervals.

4. Buildings/Structures: Offset to corners and cut / fill to finish floor elevation.

5. Other Site Improvements:

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a. Excavation: Slope stakes at 100-foot stations on tangents and 50-foot stations as needed on curves.

b. Finish Grade: Red heads at 50-foot stations.

c. Curb and Gutter: Offset stakes with alignment and cut/fill to top back of curb at 50-foot stations.

B. Prior to beginning Work, verify and establish floor elevations of existing facilities and elevations of existing improvements to ensure that new Work will match existing elevations, except where specifically detailed or indicated otherwise.

C. Maintain complete and accurate log of control and survey Work as Work progresses.

D. Promptly notify Engineer of loss or destruction of reference point or relocation required because of changes in grades or other reasons.

E. Replace dislocated survey control points based on original survey control.

Make no changes without prior written notice to Engineer.

1.3 CLOSEOUT PROCEDURES

A. Prerequisites to Substantial Completion: Complete following items before requesting Certification of Substantial Completion, either for entire Work or for portions of Work:

1. Complete facility startup, testing, adjusting, balancing of systems and equipment, demonstrations, and instructions to Owner's operating and maintenance personnel as specified in compliance with this Section.

2. Conduct inspection to establish basis for request that Work is substantially complete. Create comprehensive list (initial punch list) indicating items to be completed or corrected, value of incomplete or nonconforming Work, reason for being incomplete, and date of anticipated completion for each item. Include copy of list with request for Certificate of Substantial Completion.

3. Discontinue or change over and remove temporary facilities and services from Project Site, along with construction tools, mockups, and similar elements.

4. Perform final cleaning according to this Section.

B. Substantial Completion Inspection:

1. When Contractor considers Work to be substantially complete, submit to Engineer and Owner:

a. Written certificate that Work, or designated portion, is substantially complete.

b. List of items to be completed or corrected (initial punch list).

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2. After receipt of request for Substantial Completion, Engineer will schedule inspection with Owner and Contractor to determine whether Work or designated portion is substantially complete.

3. When Engineer and Owner find that Work is substantially complete, Engineer will prepare Certificate of Substantial Completion accompanied by list of items to be completed or corrected (final punch list).

4. After Work is substantially complete, Contractor shall:

a. Allow Owner occupancy of Project under provisions stated in

Certificate of Substantial Completion.

b. Complete Work listed for completion or correction within time period stipulated.

C. Prerequisites for Final Completion: Complete following items before requesting final acceptance and final payment.

1. When Contractor considers Work to be complete, submit written certification that:

a. Work has been examined for compliance with Contract

Documents.

b. Work has been completed according to Contract Documents.

c. Work is completed and ready for final inspection.

2. Submittals: Submit final punch list indicating all items have been completed or corrected

3. Perform final cleaning for Contractor-soiled areas according to this Section.

D. Final Completion Inspection:

1. After receipt of request for final inspection, Engineer will schedule final inspection with Owner and Contractor to determine whether Work or designated portion is complete.

2. Should Engineer and Owner consider Work to be incomplete or defective:

a. Engineer will promptly notify Contractor in writing, listing incomplete or defective Work.

b. Contractor shall remedy stated deficiencies.

c. Repeat as necessary until Work passes Engineer's and

Owner's inspection.

1.4 STARTING OF SYSTEMS

A. Coordinate schedule for startup of various equipment and systems.

B. Notify Engineer and Owner at least seven days prior to startup of each item.

C. Verify that each piece of equipment or system has been checked for proper lubrication, drive rotation, belt tension, control sequence, and for conditions which may cause damage.

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D. Verify that tests, meter readings, and electrical characteristics agree with those required by equipment or system manufacturer.

E. Verify that wiring and support components for equipment are complete and tested.

F. Execute startup under supervision of manufacturer's representative or Contractors' personnel according to manufacturer's instructions.

G. When specified in individual Specification Sections, require manufacturer to provide authorized representative who will be present at Site to inspect, check, and approve equipment or system installation prior to startup and will supervise placing equipment or system in operation.

1.5 DEMONSTRATION AND INSTRUCTIONS

A. Demonstrate operation and maintenance of products to Owner's personnel prior to Final Completion.

B. For equipment or systems requiring seasonal operation, perform demonstration for each season.

C. Use operation and maintenance manuals as basis for instruction. Review contents of manual with Owner's personnel in detail to explain all aspects of operation and maintenance.

D. Demonstrate startup, operation, control, adjustment, troubleshooting, servicing, maintenance, and shutdown of each item of equipment at agreed time and location.

E. Prepare and insert additional data in operations and maintenance manuals when need for additional data becomes apparent during instruction.

F. Provide additional demonstrations and instructions for each item of equipment and system is specified in individual Specification Sections.

1.6 PROJECT RECORD DOCUMENTS

A. Maintain on Site one set record documents as follows; record actual revisions to Work:

1. Drawings.

2. Specifications.

3. Addenda.

4. Change Orders and other modifications to Contract.

5. Reviewed Shop Drawings, product data, and samples.

6. Manufacturer's instruction for assembly, installation, and adjusting.

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B. Ensure entries are complete and accurate, enabling future reference by Owner.

C. Store record documents separate from documents used for construction.

D. Record information concurrent with construction progress, not less than weekly.

E. Specifications: Legibly mark and record, at each product Section, description of actual products installed, including the following:

1. Manufacturer's name and product model and number.

2. Product substitutions or alternates used.

3. Changes made by Addenda and modifications.

F. Record Drawings and Shop Drawings: Legibly mark each item to record actual construction as follows:

1. Include Contract modifications such as Addenda, supplementary instructions, change directives, field orders, minor changes in Work, and change orders.

2. Include locations of concealed elements of Work.

3. Identify depth of buried utility lines and provide dimensions showing distances from permanent facility components that are parallel to utilities.

4. Dimension ends, corners, and junctions of buried utilities to permanent facility components using triangulation.

5. Identify and locate existing buried or concealed items encountered during Project.

6. Measured depths of foundations in relation to finish main floor datum.

7. Measured horizontal and vertical locations of underground utilities and appurtenances, referenced to permanent surface improvements.

8. Measured locations of internal utilities and appurtenances concealed in construction, referenced to visible and accessible features of Work.

9. Field changes of dimension and detail.

10. Details not on original Drawings.

G. Submit marked-up paper copy documents to Engineer with claim for final Application for Payment.

1.7 OPERATION AND MAINTENANCE DATA

A. Submit data in PDF composite electronic indexed file and 3 hard copies bound in 8-1/2 by 11-inch text pages, three ring binders and with durable plastic covers.

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B. Prepare binder cover with printed title "OPERATION AND MAINTENANCE INSTRUCTIONS," title of Project, and subject matter of binder when multiple binders are required.

C. Internally subdivide binder contents with permanent page dividers, logically organized as described below; with tab titling clearly printed under reinforced laminated plastic tabs.

D. Drawings: Provide with reinforced punched binder tab. Bind in with text; fold larger drawings to size of text pages. For large format drawings which cannot be reasonably folded or reduced in size, provide neat, clean, and organized set.

E. Contents: Prepare table of contents for each volume, with each product or system description identified, typed on white paper, in three parts as follows:

1. Part 1: Directory, listing names, addresses, and telephone numbers of Engineer, Contractor, Subcontractors, and major equipment suppliers.

2. Part 2: Operation and maintenance instructions, arranged by system and subdivided by Specification Section. For each category, identify names, addresses, and telephone numbers of Subcontractors and suppliers. Include information as follows:

a. Significant design criteria.

b. List of equipment.

c. Parts list for each component.

d. Operating instructions.

e. Maintenance instructions for equipment and systems.

f. Maintenance instructions for finishes, including recommended cleaning methods and materials, and special precautions identifying detrimental agents.

g. Safety precautions to be taken when operating and maintaining or working near equipment.

3. Part 3: Project documents and certificates, including information as follows:

a. Shop Drawings and product data.

b. Air and water balance reports.

c. Certificates.

d. Photocopies of warranties and bonds.

1.8 MANUAL FOR EQUIPMENT AND SYSTEMS

A. Submit two copies of preliminary draft or proposed formats and outlines of contents before start of Work. Engineer will review draft and return one copy with comments.

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

C. Submit one copy of completed volumes before Substantial Completion.

Draft copy will be reviewed and returned after Substantial Completion, with Engineer comments. Revise content of document sets as required prior to final submission.

D. Submit PDF composite electronic indexed file of final manual or two sets of hard copies of revised final volumes within ten days after final inspection.

E. Each Item of Equipment and Each System: Include description of unit or system and component parts. Identify function, normal operating characteristics, and limiting conditions. Include performance curves, with engineering data and tests, and complete nomenclature and model number of replaceable parts.

F. Panelboard Circuit Directories: Provide electrical service characteristics, controls, and communications; typed.

G. Include color-coded wiring diagrams as installed.

H. Operating Procedures: Include startup, break-in, and routine normal operating instructions and sequences. Include regulation, control, stopping, shutdown, and emergency instructions. Include summer, winter, and special operating instructions.

I. Maintenance Requirements: Include routine procedures and guide for preventative maintenance and troubleshooting; disassembly, repair, and reassembly instructions; and alignment, adjusting, balancing, and checking instructions.

J. Include servicing and lubrication schedule and list of lubricants required.

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

L. Include sequence of operation by controls manufacturer.

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

N. Include control diagrams by controls manufacturer as installed.

O. Include Contractor's coordination drawings with color-coded piping diagrams as installed.

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P. Include charts of valve tag numbers, with location and function of each valve, keyed to flow and control diagrams.

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

R. Include test and balancing reports as specified.

S. Additional Requirements: As specified in individual product Specification Sections.

T. Include listing in table of contents for design data with tabbed dividers and space for insertion of data.

1.9 SPARE PARTS AND MAINTENANCE PRODUCTS

A. Furnish spare parts, maintenance, and extra products in quantities specified in individual Specification Sections.

B. Deliver to Project Site and place in location as directed by Owner; obtain receipt prior to final payment.

1.10 PRODUCT WARRANTIES AND PRODUCT BONDS

A. Obtain warranties and bonds executed in duplicate by responsible Subcontractors, suppliers, and manufacturers.

B. Execute and assemble transferable warranty documents and bonds from Subcontractors, suppliers, and manufacturers.

C. Verify documents are in proper form, contain full information, and are notarized.

D. Co-execute submittals when required.

E. Include table of contents and assemble in three ring binder with durable plastic cover.

F. Submit prior to final Application for Payment.

G. Time of Submittals:

1. For equipment or component parts of equipment put into service during construction with Owner's permission, submit documents within ten days after acceptance.

2. Make other submittals prior to final Application for Payment.

3. For items of Work for which acceptance is delayed beyond

Substantial Completion, submit within ten days after acceptance, listing date of acceptance as beginning of warranty or bond period.

Well No. 5 Upgrades (2306-033) Page 9 of 12

PART 2 PRODUCTS – Not Used

PART 3 EXECUTION

3.1 EXAMINATION

A. Verify that existing Site conditions and substrate surfaces are acceptable for subsequent Work. Beginning new Work means acceptance of existing conditions.

B. Verify that existing substrate is capable of structural support or attachment of new Work being applied or attached.

C. Examine and verify specific conditions described in individual Specification Sections.

D. Verify that utility services are available with correct characteristics and in correct locations.

3.2 PREPARATION

A. Clean substrate surfaces prior to applying next material or substance according to manufacturer's instructions.

B. Seal cracks or openings of substrate prior to applying next material or substance.

C. Apply manufacturer-required or -recommended substrate primer, sealer, or conditioner prior to applying new material or substance in contact or bond.

3.3 EXECUTION

A. Comply with manufacturer's installation instructions, performing each step-in sequence. Maintain one set of manufacturer's installation instructions at Project Site during installation and until completion of construction.

B. When manufacturer's installation instructions conflict with Contract Documents, request clarification from Engineer before proceeding.

C. Verify that field measurements are as indicated on approved Shop Drawings or as instructed by manufacturer.

D. Secure products in place with positive anchorage devices designed and sized to withstand stresses, vibration, physical distortion, or disfigurement.

1. Secure Work true to line and level and within specified tolerances, or if not specified, industry-recognized tolerances.

Well No. 5 Upgrades (2306-033) Page 10 of 12

2. Physically separate products in place, provide electrical insulation, or provide protective coatings to prevent galvanic action or corrosion between dissimilar metals.

3. Exposed Joints: Provide uniform joint width and arrange to obtain best visual effect. Refer questionable visual-effect choices to Engineer for final decision.

E. Allow for expansion of materials and building/structure movement.

F. Climatic Conditions and Project Status: Install each unit of Work under conditions to ensure best possible results in coordination with entire Project.

1. Isolate each unit of Work from incompatible Work as necessary to prevent deterioration.

2. Coordinate enclosure of Work with required inspections and tests to minimize necessity of uncovering Work for those purposes.

G. Mounting Heights: Where not indicated, mount individual units of Work at industry recognized standard mounting heights for particular application indicated.

1. Refer questionable mounting heights choices to Engineer for final decision.

2. Accessible Elements and Space: Comply with applicable codes and regulations.

H. Adjust operating products and equipment to ensure smooth and unhindered operation.

I. Clean and perform maintenance on installed Work as frequently as necessary through remainder of construction period. Lubricate operable components as recommended by manufacturer.

3.4 CUTTING AND PATCHING

A. Employ skilled and experienced installers to perform cutting and patching.

B. Submit written request in advance of cutting or altering elements affecting:

1. Structural integrity of element.

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

3. Efficiency, maintenance, or safety of element.

4. Visual qualities of sight-exposed elements.

5. Work of Owner or separate contractor.

C. Execute cutting, fitting, and patching including excavation and fill to complete Work and to:

1. Fit the several parts together, to integrate with other Work.

2. Uncover Work to install or correct ill-timed Work.

3. Remove and replace defective and nonconforming Work.

4. Remove samples of installed Work for testing.

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5. Provide openings in elements of Work for penetrations of mechanical and electrical Work.

D. Execute Work by methods to avoid damage to other Work and to provide proper surfaces to receive patching and finishing.

E. Cut masonry and concrete materials using masonry saw or core drill.

F. Restore Work with new products according to requirements of Contract Documents.

G. Fit Work tight to pipes, sleeves, ducts, conduits, and other penetrations through surfaces.

H. Maintain integrity of wall, ceiling, or floor construction; completely seal voids.

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

J. Identify hazardous substances or conditions exposed during the Work to Engineer for decision or remedy.

3.5 PROTECTING INSTALLED CONSTRUCTION

A. Protect installed Work and provide special protection where specified in individual Specification Sections.

B. Provide temporary and removable protection for installed products. Control activity in immediate Work area to prevent damage.

C. Provide protective coverings at walls, projections, jambs, sills, and soffits of openings.

D. Use durable sheet materials to protect finished floors, stairs, and other surfaces from traffic, dirt, wear, damage, or movement of heavy objects.

E. Prohibit traffic or storage upon waterproofed or roofed surfaces. When traffic or activity is necessary, obtain recommendations for protection from waterproofing or roofing material manufacturer.

F. Prohibit traffic from landscaped areas.

3.6 FINAL CLEANING

A. Execute final cleaning prior to final Project assessment. Employ experienced personnel or professional cleaning firm.

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B. Clean interior and exterior glass and surfaces exposed to view; remove temporary labels, stains, and foreign substances; polish transparent and glossy surfaces; and vacuum carpeted and soft surfaces.

C. Clean equipment and fixtures to sanitary condition with appropriate cleaning materials.

D. Clean furnishings and finishes in accordance with requirements set forth in associated Specification Sections.

E. Clean or replace filters of operating equipment.

F. Clean debris from roofs, gutters, downspouts, and drainage systems.

G. Clean Site; sweep paved areas, rake clean landscaped surfaces.

H. Remove waste and surplus materials, rubbish, and construction facilities from Site.

Eagle Mountain City 01 71 13 Mobilization Well No. 5 Upgrades (2306-033) Page 1 of 2

SECTION 01 71 13

MOBILIZATION

PART 1 GENERAL

1.1 SUMMARY

A. Section Includes:

1. Mobilizing personnel, equipment, supplies and other incidental items to and from Project Site.

2. Providing, maintaining and removing temporary facilities and controls.

1.2 MOBILIZATION

A. Conduct preparatory work and operations necessary to move personnel, equipment, supplies and incidentals to Project Site before beginning Work.

B. Establish field offices, buildings, temporary utilities and other necessary facilities to complete Work.

C. Remove equipment, supplies, temporary facilities, and temporary controls from Site when no longer required.

1.3 MEASUREMENT

A. No measurement will be made for mobilization.

1.4 PAYMENT

A. Payments will be made in accordance with Table 1 below.

1. Percent of Original Contract Earned: Sum of amounts for bid items completed, excluding mobilization, divided by amount of original contract.

2. Mobilization payment will be mobilization payment calculated from Table 1 below, less previous amount paid.

Eagle Mountain City 01 71 13 Mobilization Well No. 5 Upgrades (2306-033) Page 2 of 2

Table 1. Payment Schedule for Mobilization

Percent of Original Contract Amount Earned

Mobilization Payment (Use lesser amount)

5 25 percent of mobilization bid amount or

2.5 percent of original contract amount

10 50 percent of mobilization bid amount or

5 percent of original contract amount

35 60 percent of mobilization bid amount or

6 percent of original contract amount

65 90 percent of mobilization bid amount or

9 percent of original contract amount

80 100 percent of mobilization bid amount or

10 percent of original contract amount

Completion of Project Remainder of Bid Amount

PART 2 PRODUCTS – Not Used

Eagle Mountain City 01 71 23.23 Machine Control Well No. 5 Upgrades (2306-033) Page 1 of 5

SECTION 01 71 23.23

MACHINE CONTROL

PART 1 GENERAL

1.1 SUMMARY

A. Section Includes:

1. Processes and procedures for implementing Machine Control

Guidance (MCG) technology for earthwork and aggregate materials.

2. Using Global Positioning System (GPS) and Robotic Total Station

(RTS) in conjunction with three-dimensional computer models to determine precise location and elevation of materials being moved.

1.2 PREINSTALLATION MEETINGS

A. Convene minimum one week prior to commencing Work of this Section.

1.3 SUBMITTALS

A. Contract Provision Disclaimer:

1. Provide written request to Engineer to obtain electronic data.

a. Electronic data is available in standard CAD formats only.

b. Waive claims that may result from use of or reliance on electronic data.

2. Electronic Data is prepared by Engineer for its own purposes and not for benefit of private individuals or businesses.

3. Indemnify and hold Engineer harmless for damages, costs, attorney fees, or other liabilities that might be incurred as result of Engineer’s use and reliance on Contractor’s modified data.

4. Submit signed copy of attached liability release form.

B. Contractor's Certificate: Prior to beginning Work, certify that horizontal and vertical survey control has been field checked and control has been determined to be accurate within tolerances specified.

1. Attach field survey information used to verify control.

2. Contact Engineer verbally and in writing if discrepancies are found.

3. Include additional survey points as required to implement MCG/RTS technology.

C. Prior to beginning Work, provide written description of equipment including calibration certifications, manpower, methods, and data storage format to be used for survey activities.

D. Provide information as follows for MCG technology implementation:

1. Before or at preconstruction meeting, submit written notification that

MCG will be used on Project.

Well No. 5 Upgrades (2306-033) Page 2 of 5

2. Submit electronic or hand written stakeout/cut-fill reports or both for cross section stakes in accordance with this Section.

3. Reports are not required when measurement of Work is by plan quantity or weight.

E. When models are furnished, provide:

1. Intermediate models as requested by Engineer.

2. Support paperless inspection.

1.4 CLOSEOUT SUBMITTALS

A. Project Record Documents: Provide as-Built files and final model denoting design changes from original design, named and placed in accordance with Engineer’s CAD standards.

1.5 QUALITY ASSURANCE

A. Assume responsibility for survey and control of work and for correcting errors whether errors are discovered during survey work or in subsequent phases of Project and bear cost overruns resulting from errors.

B. Verify and accept 3D model used in conjunction with MCG before use.

C. Assume responsibility for construction errors that result from 3D model once 3D design model has been accepted.

1.6 QUALIFICATIONS

A. Earthwork Contractor or Subcontractor: Company specializing in performing Work of this Section with minimum three years' experience.

B. Licensed Professional: Professional land surveyor experienced in performing specified Work and licensed in State of Utah.

PART 2 PRODUCTS

2.1 OWNER SUPPLIED PRODUCTS

A. Engineer will provide:

1. Horizontal and vertical control points and elevation benchmarks as indicated on Drawings.

2. Cross sections developed during design.

3. Electronic Project data.

4. Digital Terrain Model used for design.

5. 3D data as follows:

a. LandXML files for Design Digital Terrain Models, including features for Projects implementing MCG.

b. LandXML files for design alignments.

Well No. 5 Upgrades (2306-033) Page 3 of 5

c. Bentley iModel may be substituted for LandXML data.

d. Bentley 3D .DGN line work files.

6. Construction model.

2.2 EQUIPMENT

A. Provide construction equipment with MCG technology.

B. Provide survey equipment as follows:

1. GPS capable rover compatible with other GPS equipment being used on Project.

2. Other hardware and software associated with equipment so that

Engineer’s personnel can operate equipment for quality assurance purposes.

3. Provide adequate training so that Engineer’s personnel can operate survey equipment.

4. Make GPS rover available immediately upon request from Engineer.

5. Develop process with Engineer to check-in and check-out equipment from Contractor.

C. Provide survey instruments and supporting equipment capable of achieving specified tolerances.

1. Calibrate survey equipment annually and check for accuracy before beginning survey work and as required throughout duration of Project. Make the calibration certificate available upon Engineer’s request.

2. Provide tools, supplies, and stakes suitable for type of Project.

PART 3 EXECUTION

3.1 EXAMINATION

A. Prior to beginning Work, verify horizontal layout and vertical elevations of survey control points.

B. When tying into existing features, adjustments to model may be necessary to achieve correct tie in elevations. Make adjustments to model where necessary for constructed improvements to match elevation of existing features.

3.2 PREPARATION

A. Calculate grades, elevations, offsets, and alignment data necessary for staking or setting items of Work.

B. Records: Keep field notes, diaries, and books according to standard surveying practice.

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1. Make survey records, including field notebooks and forms used for Work, available to Engineer upon request.

2. Electronic records and reports are acceptable.

3.3 CONSTRUCTION STAKING

A. Use professional land surveyor to provide staking for earthwork and aggregate materials as follows:

1. Establish and set location stakes and references on one side of centerline at cross section locations.

2. Place cross section stakes at maximum spacing of 300-feet.

Reference physical points in cross-section, such as edge of pavement or top back of curb.

3. Place slope stakes at maximum spacing of 300 feet.

4. Establish slope stakes in field at actual point of intersection of design slope with natural ground.

5. Set slope stake references outside clearing limits.

6. Include reference point information on reference stakes.

7. Provide adequate bench marks throughout Project for construction equipment equipped with MCG to check setup and tolerances.

a. Perform equipment checks at least once per day.

b. Record equipment checks in log for verification by Engineer.

B. Establish construction survey points, elevations, and grades as necessary to control layout and complete Work.

C. Where indicated, determine material volumes from model.

1. Provide ground survey locations not exceeding 50-feet in any direction.

2. Include major horizontal and vertical breaks in terrain.

3. Use Project horizontal and vertical control.

4. Verify digital terrain model is accurate.

D. Provide staking for improvements other than earthwork and aggregate materials in accordance with Section 01 70 00.

E. Maintain staking necessary for Work until construction has reached physical completion or accepted by Engineer.

1. Legibly mark survey stakes with station and offset referenced to respective control line.

2. Mark slope, reference, and guard stakes with station.

3. Renew or replace illegible or damaged stakes.

3.4 TOLERANCES

A. Set construction stakes to meet tolerances indicated in Table 1 of this Section.

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Table 1. Construction Staking Tolerances

Item Description Horizontal

(Feet) Vertical (Feet)

Construction Centerline Control ±0.05 -----

Construction Centerline Station ±0.10 -----

Grade Stakes – Subgrade ±0.20 ±0.05

Grade Stakes – Top of Aggregate ±0.20 ±0.03

Grade Stakes – Finish ±0.10 ±0.02

Slope Stakes and References ±0.30 ±0.10

3.5 FIELD ACCEPTANCE TESTING

A. Engineer will verify elevation and horizontal alignment of soil and aggregate layers at 300 foot intervals along alignment as follows:

1. On centerline and shoulder or edge of improvements.

2. Where necessary, elevations will be verified at intermediate locations between centerline and shoulder or edge with maximum spacing of 25-feet.

3. At top of subgrade soil and top of each aggregate course.

4. At flow line of ditches.

5. Engineer may…