ITB-2019-0502_CPH_Bid_Specifications_-_Final_7.3.19.pdf

CITY OF CASSELBERRY, FLORIDA

PROCEDURAL DOCUMENTS AND SPECIFICATIONS

FOR

HOWELL PARK WATER TREATMENT PLANT IMPROVEMENTS

PROJECT NO. PW1708

July 2019

Prepared By:

CPH Engineers, Inc.

1117 E. Robinson Street

Orlando, Florida 32801

(407) 425-0452

CPH Project No. C1993

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Index-1

INDEX

TO

PROJECT MANUAL

City of Casselberry

CPH Project No. C1993

July 2019

DIVISION 1 - GENERAL REQUIREMENTS

01001 General Work Requirements 01001-1 – 01001-15

01010 Summary of Work 01010-1 – 01010-2

01021 Soils Report and Other Information 01021-1 – 01021-4

01027 Application for Payment 01027-1 – 01027-4

01065 Permits and Fees 01065-1 – 01065-2

01070 Abbreviations & Symbols 01070-1 – 01070-2

01091 Reference Specifications 01091-1 – 01091-2

01200 Project Meetings 01200-1 – 01200-4

01270 Measurement and Payment 01270-1 – 01270-2

01300 Submittals 01300-1 – 01300-12

01301 Product Substitution 01301-1 – 01301-3

01310 Progress Schedules 01310-1 – 01310-8

01370 Schedule of Values 01370-1 – 01370-2

01380 Audio – Visual Documentation 01380-1 – 01380-4

01400 Quality Control 01400-1 – 01400-3

01410 Testing and Testing Laboratory Services 01410-1 – 01410-2

01411 Regulatory Requirements 01411-1 – 01411-2

01415 Stormwater Pollution Prevention/NPDES Requirements 01415-1 – 01415-9

01610 Delivery, Storage and Handling 01610-1 – 01610-5

01650 Pump Start-up and Testing 01650-1 – 01650-3

01700 Project Closeout 01700-1 – 01700-4

01720 Project Record Documents 01720-1 – 01720-3

01730 Operation and Maintenance Manual 01730-1 – 01730-5

01740 Warranties and Bonds 01740-1 – 01740-4

DIVISION 2 - SITE WORK

02050 Demolition of Existing Structures 02050-1 – 02050-6

02080 Abandonment, Removal and Salvage or Disposal 02080-1 – 02080-4 of Existing Pipe

02100 Temporary Erosion and Sedimentation Control 02100-1 – 02100-2

02140 Dewatering 02140-1 – 02140-5

02220 Excavating, Backfilling, and Compacting 02220-1 – 02220-10

02756 Concrete Paving, Sidewalks, and Driveways 02576-1 – 02576 - 6

02660 Potable Water Mains 02660-1 – 02660-8

02820 Soil Treatment for Termite Control 02820-1 – 02820-3

02921 Sodding 02921-1 - 02921-4

02922 Seeding and Mulching 02922-1 - 02922-6

Index-2

DIVISION 3 - CONCRETE

03100 Concrete Formwork 03100-1 – 03100-4

03200 Concrete Reinforcement 03200-1 – 03200-3

03300 Cast-in-Place Concrete 03300-1 – 03300 -7

03410 Precast Structural Concrete 03410-1 – 03410-3

03500 Concrete Trench Waterproofing Additive 03500-1 – 03500-9

DIVISION 4 – MASONRY

04200 Unit Masonry 04200-1 – 04200-10

DIVISION 5 – METALS

05400 Cold-Formed Metal Framing 05400-1 – 05400-5

DIVISION 6 – WOODS & PLASTICS

06175 Shop-Fabricated Wood Trusses 06175-1 – 06175-5

06410 Architectural Wood Casework 06410-1 – 06410-4

DIVISION 7 – THERMAL & MOISTURE PROTECTION

07411 Metal Roof Panels 07411-1 – 07411-6

07620 Sheet Metal Flashing & Trim 07620-1 – 07620-5

07920 Joint Sealants 07920-1 – 07920-7

DIVISION 8 – DOORS & WINDOWS

08111 Hollow Metal Doors & Frames 08111-1 – 08111-6

08332 Overhead Coiling Doors 08332-1 – 08332-4

08710 Door Hardware 08710-1 – 08710-4

08800 Glazing 08800-1 – 08800-11

DIVISION 9 - FINISHES

09211 Gypsum Board Assemblies 09211-1 – 09211-5

09240 Portland Cement Plastering 09240-1 – 09240-4

09865 Surface Preparation and Shop Prime Painting 09865-1 – 09865-2

09900 Painting 09900-1 – 09900-33

09911 Exterior Painting 09911-1 – 09911-7

09912 Interior Painting 09912-1 – 09912-8

09960 High Performance Ferrous Metal Coatings 09960-1 – 09960-19

DIVISION 10 - SPECIALTIES

10140 Signage 10140-1 – 10140-3

10280 Toilet, Bath, & Laundry Accessories 10280-1 – 10280-3

10440 Fire Protection Specialties 10440-1 – 10440-3

Index-3

DIVISION 11 - EQUIPMENT

11226 Static Mixers 11226-1 -11226-5

11233 Chemical Metering Pumps and Skid Systems 11233-1 – 11233-22

11353 High Service Pumps and Drivers 11353-1 – 11353-6

11800 PE Storage Tanks 11800-1 – 11800-7

DIVISION 12 – FURNISHINGS

12360 Countertops 12360-1 – 12360-4

DIVISION 13 – SPECIAL CONSTRUCTION

13300 General Requirements 13300-1 – 13300-21

13310 Field Instruments 13310-1 – 13310-9

13315 Control Panel 13315-1 – 13315-11

13325 Control System 13325-1 – 13325-

13360 Fiber Optic System 13360-1 – 13360-4

DIVISION 14 – CONVEYING SYSTEMS

14620 Overhead Hoist 14620-1 – 14620-7

DIVISION 15 - MECHANICAL

15060 Hangers and Supports 15060-1 – 15060-6

15062 Ductile Iron Pipe and Fittings 15062-1 – 15062-8

15083 HVAC Piping Insulations 15083-1 – 15083-2

15086 Duct Insulation 15086-1 – 15086-2

15105 Check Valves 15105-1 – 15105-4

15111 Gate Valves 15111-1 – 15111-5

15112 Butterfly Valves 15112-1 – 15112-4

15145 Plumbing Piping 15145-1 – 15145-5

15191 Fuel Oil Piping System 15191-1 – 15191-10

15300 Plumbing Equipment 15300-1 – 15300-2

15410 Plumbing Fixtures 15410-1 – 15410-4

15731 Small Capacity Split-System Air Conditioner 15731-1 – 15731-3

15810 HVAC Ducts and Casings 15810-1 – 15810-3

15820 Air Duct Accessories 15820-1 – 15820-3

15830 Axial HVAC Fans 15830-1 – 15830-2

15850 Air Outlets and Inlets 15850-1 – 15850-2

15950 Testing, Adjusting, and Balancing for HVAC 15950-1 – 15950-4

DIVISION 16 - ELECTRICAL

16015 Electrical System Analysis 16015-1 – 16015-6

16050 Electrical – General Provisions 16050-1 – 16050-10

16108 Miscellaneous Equipment 16108-1 – 16108-2

16110 Raceways and Fittings 16110-1 – 16110-5

Index-4

16120 Wires and Cables 16120-1 – 16120-5

16150 Motors 16150-1 – 16150-6

16160 Panelboards 16160-1 – 16160-4

16217 Automatic Transfer Switch 16217-1 – 16217-8

16370 Variable Frequency Drive 16370-1 – 16370-8

16450 Grounding System 16450-1 – 16450-2

16670 Lightning Protection System 16670-1 – 16670-2

16950 Electrical Testing 16950-1 – 16950-15

APPENDIX:

A – FDEP Permit

B – Geotechnical Report

01001 - 1

SECTION 01001

GENERAL WORK REQUIREMENTS

PART 1 - GENERAL

1.01 NOTICE AND SERVICE

1.02 WORK TO BE DONE

1.03 DRAWINGS AND PROJECT MANUAL

1.04 PROTECTION AND RESTORATION

1.05 PUBLIC NUISANCE

1.06 CONTRACTOR’S PAYMENTS TO OWNER FOR OVERTIME WORK

1.07 MAINTENANCE OF SERVICE

1.08 TRANSFER OF SERVICE

1.09 LABOR

1.10 MATERIALS AND EQUIPMENT

1.11 MANUFACTURER'S SERVICE

1.12 INSPECTION AND TESTING

1.13 PROJECT SITE AND ACCESS

1.14 UTILITIES

1.15 RELATED CONSTRUCTION REQUIREMENTS

1.16 CONSTRUCTION NOT PERMITTED

PART 2 - PRODUCTS (NOT USED)

PART 3 - EXECUTION (NOT USED)

01001 - 2

SECTION 01001

GENERAL WORK REQUIREMENTS

PART 1 - GENERAL

1.01 NOTICES

A. All notices or other papers required to be delivered by the Contractor to the Owner shall be delivered to the office of the City of Casselberry, Public Works Department, 95 Triplet

Lake Drive, Casselberry, Florida 32707.

1.02 WORK TO BE DONE

A. The Contractor shall furnish all labor, materials, equipment, tools, services, and incidentals to complete all work required by these specifications and as shown on the

Drawings, at a rate of progress which will ensure completion of the Work within the

Contract Time stipulated.

B. The Contractor shall perform the Work complete, in place, and ready for continuous service, and shall include repairs, testing, permits, clean up, replacements, and restoration required as a result of damages caused during this construction.

C. The Contractor shall comply with all City, County, State, Federal, and other codes, which are applicable to the proposed Work.

D. All newly constructed Work shall be carefully protected from injury in any way. No wheeling, walking, or placing of heavy loads on it shall be allowed and all portions damaged shall be reconstructed by the Contractor at his own expense.

E. Scope of Work: See Section 01010 "Summary of Work" and the Bid Schedule for details.

1.03 DRAWINGS AND PROJECT MANUAL

A. The Work shall be performed in accordance with the Drawings and Specifications prepared by the Owner/Engineer. All work and materials shall conform to these

Specifications or Drawings.

B. The Contractor shall verify all dimensions, quantities and details shown on the Drawings, Supplementary Drawings, Schedules, Specifications or other data received from the

Owner/Engineer, and shall notify same, in writing, of all errors, omissions, conflicts and discrepancies found therein. Failure to discover or correct errors, conflicts or discrepancies shall not relieve the Contractor of full responsibility for unsatisfactory

Work, faulty construction or improper operation resulting there from, nor from rectifying such conditions at his own expense.

01001 - 3

C. All schedules are given for the convenience of the Owner and the Contractor and are not guaranteed to be complete. The Contractor shall assume all responsibility for the making of estimates of the size, kind, and quantity of materials and equipment included in the

Work to be done under this Contract.

D. Intent:

1. All Work called for in the Specifications applicable to this Contract, but not shown on the Drawings in their present form, or vice versa, shall be of like effect as if shown or mentioned in both. Work not specified either in the Drawings or in the

Specifications, but involved in carrying out their intent or in the complete and proper execution of the Work, is required and shall be performed by the Contractor as though it were specifically delineated or described.

2. Items of material, equipment, machinery, and the like may be specified on the

Drawings and not in the Specifications. Such items shall be provided by the

Contractor in accordance with the detail required by the specifications or the

Drawings.

3. The apparent silence of the Specifications as to any detail, or the apparent omission from them of a detailed description concerning any Work to be done and materials to be furnished, shall be regarded as meaning that only the best general practice is to prevail and that only material and workmanship of the best quality is to be used, and interpretation of these Specifications shall be made upon that basis.

1.04 PROTECTION AND RESTORATION

A. The Contractor shall be responsible for the preservation of all public and private property, and shall use every means of protection necessary to prevent damage thereto. If any direct or indirect damage is done to public or private property by or on account of any act, omission, neglect, or misconduct in the execution of the Work on the part of the

Contractor, such property shall be restored by the Contractor, at his expense, to a condition similar or equal to that existing before the damage was done, or the Contractor shall make good the damage in other manner acceptable to the Owner/Engineer.

B. Protection of Trees and Shrubs

1. Protect with boxes or other barricades.

2. Do not place excavated material so as to injure trees or shrubs.

3. Install pipelines in short tunnels between and under root systems.

4. Support trees to prevent root disturbance during nearby excavation.

C. Tree and Limb Removal

1. Tree limbs, which interfere with equipment operation and are approved for pruning, shall be neatly trimmed and the tree cut coated with tree paint.

2. The Owner may order the Contractor, for the convenience of the Owner, to remove trees along the line or trench excavation. The Contractor shall obtain any permits required for removal of trees.

D. Trees or shrubs destroyed by negligence of the Contractor or his employees shall be replaced by the Contractor with new stock of similar size and age, at the proper season

01001 - 4 and at the sole expense of the Contractor.

E. Lawn Areas: All lawn areas disturbed by construction shall be replaced with like kind to a condition similar or equal to that existing before construction. Where sod is to be removed, it shall be carefully removed, and the same re-sodded, or the area where sod has been removed shall be restored with new sod in the manner described in the applicable section.

F. Where fencing, walls, shrubbery, grass strips or area must be removed or damaged incident to the construction operation, the Contractor shall, after completion of the work, replace or restore to the original condition.

G. The cost of all labor, materials, equipment, and work for restoration shall be deemed included in the appropriate Contract Item or items, or if no specific item is provided therefore, as part of the overhead cost of the Work, and no additional payment will be made therefore.

1.05 PUBLIC NUISANCE

A. The Contractor shall not create a public nuisance including, but not limited to, encroachment on adjacent lands, flooding of adjacent lands, or excessive noise.

B. Sound levels measured by the Owner/Engineer shall not exceed 45 dBA from 8 p.m. to 8 a.m. or 55 dBA 8 a.m. to 8 p.m. This sound level shall be measured at the exterior of the nearest exterior wall of the nearest residence. Levels at the equipment shall not exceed 85 dBA at any time. Sound levels in excess of these values are sufficient cause to have the

Work halted until equipment can be quieted to these levels. Work stoppage by the

Owner/Engineer for excessive noise shall not relieve the Contractor of the other portions of this specification including, but not limited to, completion dates and bid amounts.

C. No extra charge may be made for time lost due to work stoppage resulting from the creation of a public nuisance.

1.06 CONTRACTOR’S PAYMENTS TO OWNER FOR OVERTIME WORK

A. Owner Inspector Work Hours: Normal work hours for the Owner’s inspector(s) are defined as any 8-hour period between the hours of 7:00 a.m. and 7:00 p.m. on the weekdays of Monday through Friday. Any Owner Inspector(s) work beyond the aforementioned normal work hours shall be requested in writing 48-hours in advance. All overtime, any Owner holidays or weekend work compensation for the

Owner’s Inspector(s) to work beyond the normal working hours are considered overtime compensation and shall be paid for by the Contractor. The Contractor agrees that the Owner shall deduct charges for work outside normal work hours and for overtime pay from payments due the Contractor.

01001 - 5

1.07 MAINTENANCE OF SERVICE

A. Unless noted otherwise on the plans, the operation of the existing water, reclaimed water or wastewater facility at each of the respective locations shall remain in service until the transfer of service has been completed. The Contractor shall, prior to interrupting any utility service (water, sewer, etc.) for the purpose of making cut -ins to the existing lines or for any other purposes, contact the Owner and make arrangements for the interruption which will be satisfactory to the Owner.

B. Utility lines that are damaged during construction shall be repaired by the

Contractor and service restored within 4-hours of the breakage. The Owner retains the option of repairing any damage to utility pipes in order to expedite service to the customers. The Contractor will remain responsible for all costs associated with the repair.

1.08 TRANSFER OF SERVICE

A. When the Owner has accepted a proposed facility and placed it into operation, the transfer of service is complete. The Contractor may begin the work of removing the existing or temporary facilities.

1.09 LABOR

A. Supervision: The Contractor shall supervise and direct the Work efficiently and with his best skills and attention. The Contractor shall have a competent, English speaking superintendent or representative, who shall be on the site of the Project at all working hours, and who shall have full authority by the Contractor to direct the performance of the Work and make arrangements for all necessary materials, equipment, and labor without delay.

B. Jurisdictional Disputes: It shall be the responsibility of the Contractor to pay all costs that may be required to perform any of the Work shown on the Drawings or specified herein to avoid any work stoppages due to jurisdictional disputes.

1.10 MATERIALS AND EQUIPMENT

A. MANUFACTURER

1. All transactions with the manufacturers or Subcontractors shall be through the

Contractor. Any such transactions shall not in any way release the Contractor from his full responsibility under this Contract.

2. All workmanship and materials shall be of the highest quality. The equipment shall be the product of manufacturers who are experienced and skilled in the field with an established record of research and development. No equipment will be considered unless the manufacturer has designed and manufactured equipment of comparable type and size and have demonstrated sufficient experience in such design and manufacture.

01001 - 6

3. No material shall be delivered to the Site without prior approval of the

Owner/Engineer.

4. All apparatus, mechanisms, equipment, machinery, and manufactured articles for incorporation into the Project shall be the new (most current production at time of bid) and unused standard products of recognized reputable manufacturers.

5. Manufactured and fabricated products:

a. Design, fabricate and assemble in accord with the best engineering and shop practices.

b. Manufacture like parts of duplicate units to standard sizes and gauges, to be interchangeable.

c. Any two or more pieces of material or equipment of the same kind, type or classification, and being used for identical types of service, shall be made by the same manufacturer.

d. Products shall be suitable for service conditions as specified and as stated by manufacturer.

e. Equipment capacities, sizes and dimensions shown or specified shall be adhered to unless variations are specifically approved in writing.

f. Do not use material or equipment for any purpose other than that for which it is designed or is specified.

1.11 MANUFACTURER'S SERVICE

A. Where service by the manufacturer is specified to be furnished as part of the cost of the item of equipment, the Work shall be at the Contractor's expense.

B. The services provided shall be by a qualified manufacturer's service representative to check and verify the completed installation, place the equipment in operation, and instruct the Owner's operators in the operation and maintenance procedures. Such services are to be for period of time and for the number of trips specified. A working day is defined as a normal 8-hour working day on the job and does not include travel time.

C. The services shall further demonstrate to the Owner/Engineer’s complete satisfaction that the equipment will satisfactorily perform the functions for which it has been installed.

1.12 INSPECTION AND TESTING

A. General

1. All materials and equipment furnished by the Contractor shall be subject to the inspection, review and acceptance of the Owner and meet the requirements of the specifications and drawings. If in the testing of any material or equipment it is ascertained by the Owner/Engineer that the material or equipment does not comply with the Contract, the Contractor shall be notified thereof, and the Contractor will be directed to refrain from delivering said material or equipment, or to remove it promptly from the Site or from the Work and not accepted by the Owner shall be replaced with acceptable material, without cost to the Owner.

2. Tests of electrical and mechanical equipment and appliances shall be conducted in accordance with recognized test codes of the ANSI, ASME, or the IEE, except as

01001 - 7 may otherwise be stated herein.

3. The Contractor shall give notice in writing to the Owner sufficiently in advance of his intention to commence the manufacture or preparation of materials especially manufactured or prepared for use in or as part of the permanent construction. Such notice shall contain a request for inspection, the date of commencement and the expected date of completion of the manufacture or preparation of materials. Upon receipt of such notice, the Owner shall arrange to have a representative present at such times during the manufacture as may be necessary to inspect the materials; or the Owner will notify the Contractor that the inspection will be made at a point other than the point of manufacture; or the Owner will notify the Contractor that inspection will be waived.

4. When inspection is waived or when the Owner/Engineer so requires, the Contractor shall furnish to the Owner authoritative evidence in the form of Certificates of

Manufacture that the materials to be used in the Work have been manufactured and tested in conformity with the Contract Documents. These certificates shall be notarized and shall include five (5) copies of the results of physical tests and chemical analysis, where necessary, that have been made directly on the product or on similar products of the manufacturer.

5. The Contractor must comply with these provisions before shipping any material.

Such inspections by the Owner shall not release the Contractor from the responsibility for furnishing materials meeting the requirements of the Contract Documents.

B. Cost

1. Owner shall employ and pay for the services of an independent testing laboratory to perform testing indicated on the Contract Documents, or at the Owner’s discretion to ensure conformity with the Contract Documents (SEE SECTION 01410).

2. The cost of field leakage and pressure tests and shop tests of materials and equipment specifically called for in the Contract Documents shall be borne by the Contractor.

Such costs shall be deemed to be included in the Contract price.

3. The Contractor shall notify the Owner laboratory a minimum of 48-hours in advance of operations for scheduling of tests. When tests or inspections cannot be performed after such notice, the Contractor shall reimburse Owner for expenses incurred.

4. The Contractor shall pay for all work required to uncover, remove, replace, retest, etc., any work not tested due to the Contractor's failure to provide the 48-hours advance notice or due to failed tests. The Contractor shall also provide compensation for the Owner/Engineer’s personnel for required re-testing due to failed or rescheduled testing.

C. Shop Testing

1. Each piece of equipment for which pressure, duty, capacity, rating, efficiency, performance, function or special requirements are specified shall be tested in the shop of the manufacturer in a manner which shall conclusively prove that its characteristics comply fully with the requirements of the Contract Documents. No such equipment shall be shipped to the worksite until the Owner/Engineer notifies the Contractor, in writing, that the results of such tests are acceptable.

2. The manufacturing company shall provide five (5) copies of the manufacturer's actual shop test data and interpreted results signed by a responsible official of the

01001 - 8 manufacturing company and notarized, showing conformity with the Contract

Documents as a prerequisite for the acceptance of any equipment. The cost of shop tests (excluding cost of Owner's representative) and of furnishing manufacturer's preliminary and shop test data of operating equipment shall be borne by the

Contractor and shall be included in the Contract price.

D. Field Testing:

1. The Owner shall employ and pay for services of an independent testing laboratory to perform testing specifically indicated in the Contract Documents. Employment of the laboratory shall in no way relieve Contractor's obligations to perform the Work of the

Contract. The Contractor shall provide compensation for retesting of all failed tests.

2. The Owner may at any time during the progress of the Work, request additional testing beyond that which is specified in the Contract. This testing will be at the

Owner's expense. Contractor shall:

a. Cooperate with laboratory personnel, provide access to the Project.

b. Secure and deliver to the laboratory adequate quantities of representative samples of materials proposed to be used and which require testing.

c. Provide to the laboratory the preliminary design mix proposed to be used for concrete, and other material mixes, which require control by the testing laboratory.

E. Demonstration Tests: Upon completion of the Work and prior to final payment, all equipment and piping installed under this Contract shall be subjected to acceptance or demonstration tests as specified or required to provide compliance with the Contract

Documents. The Contractor shall furnish all labor, fuel, energy, water and all other equipment necessary for the demonstration tests at no additional cost to the Owner.

F. Final Inspection: Prior to preparation of the final payment application, a final inspection will be performed by the Owner to determine if the Work is properly and satisfactorily constructed in accordance with the requirements of the Contract Documents. See also

Section 01700 "Project Closeout."

G. Inspection by existing utility owners: The Contractor shall pay for all inspections during the progress of the work required and provided by the owner of all existing public utilities paralleling or crossing the Work, as shown on the Drawings. All such inspection fees shall be deemed included in the appropriate Contract Item or items, or if no specific item is provided therefore, as part of the overhead cost of the Work, and no additional payment will be made therefore.

H. Inspection by Other Agencies: The Florida Department of Transportation, the Florida

Department of Environmental Protection, and other authorized governmental agencies, where applicable, shall have free access to the site for inspecting materials and work, and the Contractor shall afford them all necessary facilities and assistance for doing so. Any instructions to the Contractor resulting from these inspections shall be given through the

Owner. These rights of inspections shall not be construed to create any contractual relationship between the Contractor and these agencies.

01001 - 9

1.13 PROJECT SITE AND ACCESS

A. RIGHT-OF-WAY AND EASEMENTS

1. The use of public streets and alleys shall be such as to provide a minimum of inconvenience to the public and to other traffic. Any earth or other excavated material shall be removed by the Contractor and the streets cleaned to the satisfaction of the Owner.

2. The Contractor shall not enter or occupy private land outside of easements, except by written permission of the property owner.

3. At the time of the Pre-Construction meetings, the Contractor shall become fully acquainted with the status of all easements. Should easements not be acquired by the

Owner in specific areas of the Work, the Contractor shall sequence and schedule his work therein so as not to interfere with the progress of work in other areas of the

Project. Any rescheduling of work due to easement acquisitions shall be performed by the Contractor at no additional cost to the Owner. The Owner agrees that it will make every effort to acquire all remaining easements with all speed and diligence possible so as to allow the completion of the Work within the Contract time.

B. ACCESS

1. Neither the material excavated nor the materials or equipment used in the construction of the Work shall be so placed as to prohibit free access to all fire hydrants, valves or manholes.

2. Access to businesses located adjacent to the project site must be maintained at all times. Contractor may prearrange the closing of business access with the business

Owner. Such prearranged access closing shall not exceed two (2) hours. Property drainage and grading shall be restored and all construction debris removed within 48-hours of backfilling trench.

3. Contractor agrees that representatives of the Owner and any governmental agents will have access to the Work wherever it is in preparation or progress and that the

Contractor shall provide facilities for such access and inspection.

1.14 UTILITIES

A. UTILITY CONSTRUCTION

1. Public utility installations and structures shall be understood to include all poles, tracks, pipes, wires, conduits, house service connections, vaults, manholes and all other appurtenances and facilities pertaining thereto, whether owned or controlled by governmental bodies or privately owned by individuals, firms or corporations, used to serve the public with transportation, traffic control, gas, electricity, telephone, sewerage, drainage or water. Other public or private property, which may be affected by the Work, shall be deemed included hereunder.

2. All open excavations shall be adequately safeguarded by providing temporary barricades, caution signs, lights and other means. The Contractor shall, at his own expense, provide suitable and safe bridges and other crossings for accommodating travel by pedestrians and workmen. Bridges provided for access to private property during construction shall be removed when no longer required.

3. The length of open trench will be controlled by the particular surrounding conditions, 01001 - 10 but shall always be confined to the limits described by the Owner. If any excavation becomes a hazard, or if it excessively restricts traffic at any point, the Owner may require special construction procedures. As a minimum, the Contractor shall conform to the following restoration procedures:

a. Interim Restoration: All excavations shall be backfilled and compacted as specified by the end of each working day. For excavations within existing paved areas; limerock base or soil cement base (match existing) shall be spread and compacted to provide a relatively smooth surface free of loose aggregate material.

At the end of each workweek, the S-I asphaltic surface course shall be completed and opened to traffic. Contractor shall coordinate his construction activity including density tests and inspections to allow sufficient time to achieve this requirement. All driveway cuts shall be backfilled, compacted, and limerock base spread and compacted immediately after installation. Contractor shall coordinate with the individual property owners prior to removing the driveway section. Any utility crossing an existing roadway, parking lot or other paved area shall be patched by the end of the working day.

b. All pipe and fittings shall be neatly stored in a location, which will cause the least disturbance to the public. All debris shall be removed and properly disposed of by the end of each working day.

c. Final Restoration Overlay: After completing all installations, and after testing of the pipe (but no sooner than 30-days after applying the S-I asphaltic surface), final restoration shall be performed. In no event shall final restoration begin after substantial completion. Final restoration shall provide an S-III asphaltic overlay as specified in an uninterrupted continuous operation until completion. Any additional restoration required after testing shall be repaired in a timely manner at no additional cost to the Owner.

d. Maintenance of all restored facilities shall be the Contractor’s responsibility. This maintenance shall be performed on an on-going basis during the course of construction. The Contractor’s Progress Schedule shall reflect the above restoration requirements.

e. Additional Restoration for Work in Business or Commercial Districts: The

Contractor shall restore all private property, damaged by construction, to its original condition. Access to businesses located adjacent to the project site must be maintained at all times. Contractor may prearrange the closing of business accesses with the business owner. Such prearranged access closing shall not exceed two (2) hours. Property drainage and grading shall be restored within 24-hours of backfilling trench.

B. EXISTING UTILITIES

1. The locations of all existing underground piping, structures and other facilities are shown based on information received from the respective owner. The locations are shown without express or implied representation, assurance, or guarantee that they are complete or correct or that they represent a true picture of underground piping, conduit and cables to be encountered. It is the Contractor’s responsibility to verify all existing underground piping, structures and other facilities.

2. The Contractor shall, at all times, employ acceptable methods and exercise reasonable care and skill so as to avoid unnecessary delay, injury, damage or destruction of

01001 - 11 existing utility installations and structures; and shall, at all times in the performance of the Work, avoid unnecessary interference with, or interruption of, utility services;

and shall cooperate fully with the owners thereof to that end.

3. When existing facilities are found to be in conflict with the Work, the Owner reserves the right to modify alignments to avoid interference with existing facilities.

4. All utilities, which do not interfere with the work, shall be carefully protected against damage. Any existing utilities damaged in any way by the Contractor shall be restored or replaced by the Contractor at his expense as directed by the Owner. Any existing facilities, which require operation to facilitate repairs, shall be operated only by the owner of the respective utility.

5. It is the responsibility of the Contractor to ensure that all utility and/or poles, the stability of which may be endangered by the proximity of excavation, be temporarily stayed and/or shored in position while work proceeds in the vicinity of the pole and that the utility or other companies concerned be given reasonable advance notice of any such excavation.

C. NOTICES

1. All governmental utility departments and other owners of public utilities, which may be affected by the Work, will be informed in writing by the Contractor two (2) weeks after the execution of the Contract or Contracts covering the Work. Such notice will be sent out in general, and directed to the attention of the governmental utility departments and other owners of public utilities for such installations and structures as may be affected by the Work.

2. The Contractor shall comply with Florida Statute 553.851 regarding protection of underground gas pipelines. Evidence of notification to the gas pipeline owner shall be furnished to the Owner within two (2) weeks after the execution of the Contract.

3. It shall be the Contractor's responsibility to contact utility companies at least two (2) full business days in advance of breaking ground in any area, in accordance with

Florida Statute 556, or on any unit of the work so maintenance personnel can locate and protect facilities, if required by the utility company.

4. The Contractor shall give a minimum five (5) working day notice to utility personnel prior to interrupting a utility service (water, sewer, etc.).

D. EXPLORATORY EXCAVATIONS

1. Exploratory excavations shall be conducted by the Contractor for the purpose of locating underground pipelines or structures in advance of the construction. Test pits shall be excavated in areas of potential conflicts between existing and proposed facilities and at piping connections to existing facilities a minimum of 48-hours or

1,000-feet in advance of work. If there is a potential conflict, the Contractor shall notify the Owner/Engineer immediately. Information on the obstruction to be furnished by the Contractor shall include: Location, Elevation, Utility Type, Material and Size. Test pits shall be backfilled immediately after their purpose has been satisfied and the surface restored and maintained in a manner satisfactory to the

Owner.

E. UTILITY CROSSINGS

1. It is intended that wherever existing utilities must be crossed, deflection of the pipe

01001 - 12 within specified limits and cover shall be used to satisfactorily clear the obstruction unless otherwise indicated on the Drawings. However, when in the opinion of the

Owner this procedure is not feasible, the Owner may direct the use of fittings for a utility crossing or conflict transition as detailed on the Drawings.

F. RELOCATIONS

1. Relocations shown on the Drawings: Public utility installations or structures, including but not limited to poles, signs, fences, piping, conduits and drains that interfere with the positioning of the work which are shown on the Drawings to be removed, relocated, replaced or rebuilt by the Contractor shall be considered as part of the general cost of doing the Work and shall be included in the prices bid for the various contract items. No separate payment shall be made therefore.

2. Relocations not shown on the Drawings

a. Where public utility installations or structures are encountered during the course of the work, and are not indicated on the Drawings or in the Specifications, and when, in the opinion of the Owner, removal, relocation, replacement or rebuilding is necessary to complete the Work, such work shall be accomplished by the utility having jurisdiction, or such work may be ordered, in writing by the Owner, for the

Contractor to accomplish.

b. If such work is accomplished by the utility having jurisdiction, it will be carried out expeditiously and the Contractor shall give full cooperation to permit the utility to complete the removal, relocation, replacement or rebuilding as required.

c. If such work is accomplished by the Contractor, it will be paid for as a Change

Order.

3. All existing castings, including valve boxes, junction boxes, manholes, hand holes, pull boxes, inlets and similar structures in the areas of construction that are to remain in service and in areas of trench restoration and pavement replacement, shall be adjusted by the Contractor to bring them flush with the surface of the finished work.

4. All existing utility systems which conflict with the construction of the work herein, which can be temporarily removed and replaced, shall be accomplished at the expense of the Contractor. Work shall be done by the utility unless the utility approves in writing that the Work may be done by the Contractor.

1.15 RELATED CONSTRUCTION REQUIREMENTS

A. TRAFFIC MAINTENANCE

1. Refer to Section 01570 – Maintenance of Traffic

B. BARRIER AND LIGHTS

1. The Contractor shall exercise extreme care in the conduct of the Work to protect health and safety of the workmen and the public. The Contractor shall provide all protective measures and devices necessary, in conformance with applicable local, state and federal regulations. Protective measures shall include but are not limited to barricades, warning lights/flashers and safety ropes.

2. All equipment and vehicles operating within 10-feet of the roadway shall have flashing strobe lights attached.

01001 - 13

C. DEWATERING AND FLOTATION

1. The Contractor, with his own equipment, shall do all pumping necessary to dewater any part of the work area during construction operations to insure dry working conditions. The Contractor shall take the necessary steps to protect on-site and off-site structures. Damage to any structures due to dewatering shall be repaired or the structures replaced at the Contractor's expense.

2. The Contractor shall be completely responsible for any tanks, wetwells or similar structures that may become buoyant during the construction and modification operations due to the ground water or floods and before the structure is put into operation. The proposed final structures have been designed to account for buoyancy; however the Contractor may employ methods, means and techniques during construction which may affect the buoyancy of structures. The Contractor shall take the necessary steps to protect structures. Damage to any structures due to floating or flooding shall be repaired or the structures replaced at the Contractor's expense.

3. Contractor shall be responsible for any required permits for the discharge of ground water.

D. DUST AND EROSION CONTROL

1. The Contractor shall prevent dust nuisance from his operations or from traffic.

2. Contractor is responsible for providing effective temporary erosion and sediment control measures during construction or until final controls become effective.

3. Temporary erosion controls include, but are not limited to, grassing, mulching, netting, watering and reseeding on-site surfaces and soil and borrow area surfaces and providing interceptor ditches at ends of berms and at those locations which will ensure that erosion during construction will be either eliminated or maintained within acceptable limits as established by the Owner, FDEP and any other agency having jurisdiction.

4. Temporary sedimentation controls include, but are not limited to; silt dams, traps, barriers, and appurtenances at the foot of sloped surfaces which will ensure that sedimentation pollution will be either eliminated or maintained within acceptable limits as established by the Owner, FDEP and any other agency having jurisdiction.

5. The construction of temporary erosion and sedimentation control facilities shall be in accordance with the technical provision of section 104 “Prevention, Control, and

Abatement of Erosion and Water Pollution” of the FDOT Standard Specifications for

Road and Bridge Construction, latest edition.

E. LINES AND GRADES

1. All Work under this Contract shall be constructed in accordance with the lines and grades shown on the Drawings, or as given by the Owner/Engineer.

2. When the location of the Work is dimensioned on the Drawings, it shall be installed in that location; when the location of the Work is shown on a scaled drawing, without dimensions, the Work shall be installed in the scaled location unless the Owner approves an alternate location for the piping. Where fittings are noted on the Drawings, such notation is for the Contractor's convenience and does not relieve the Contractor from laying and jointing different or additional items where required. The Owner/Engineer may require detailed pipe laying drawings and schedules for project control.

01001 - 14

3. The Contractor shall, at his own expense, establish all working or construction lines and grades as required from the project control points set by the Owner, and shall be solely responsible for the accuracy thereof.

F. TEMPORARY CONSTRUCTION

1. Temporary fences: If, during the course of the Work, it is necessary to remove or disturb any fencing, the Contractor shall at his own expense, provide a suitable temporary fence which shall be maintained until the permanent fence is replaced.

2. Responsibility for Temporary Structures: In accepting the Contract, the Contractor assumes full responsibility for the sufficiency and safety of all temporary structures or work and for any damage which may result from their failure or their improper construction, maintenance or operation.

G. DAILY REPORTS

1. The Contractor shall submit to the Owner’s Representative daily reports of construction activities including non-work days. The reports shall be complete in detail and shall include the following information:

a. Days from Notice to Proceed; Days remaining to substantial and final completion.

b. Weather information

c. Work activities with reference to the Critical Path Method (CPM) schedule activity numbers (including manpower, equipment and daily production quantities for each individual activity).

d. Major deliveries

e. Visitors to site

f. Test records

g. New problems, and

h. Other pertinent information

2. A similar report shall be submitted for/by each Subcontractor.

3. The report(s) shall be submitted to the Owner Representative within 2 days of the respective report date. Each report shall be signed by the Contractor’s Superintendent or Project Manager. Pay request will not be processed unless daily reports are current.

4. If a report is incomplete, in error, or contains misinformation, a copy of the report shall be returned by the Owner Representative to the Contractor’s Superintendent or

Project Manager with corrections noted. When chronic errors or omissions occur, the

Contractor shall correct the procedures by which the reports are produced.

H. CLEANING

1. During Construction

a. During construction of the Work, the Contractor shall, at all times, keep the Site free from material, debris and rubbish as practicable and shall remove the same from any portion of the Site if, in the opinion of the Owner, such material, debris, or rubbish constitutes a nuisance or is objectionable.

b. Provide on-site containers for the collection of waste materials, debris and rubbish and remove such from the Site periodically by disposal at a legal disposal area away from the Site.

01001 - 15

c. Clean interior spaces prior to the start of finish painting and continue cleaning on an as-needed basis until painting is finished. Use cleaning materials which will not create hazards to health or property and which will not damage surfaces. Use only those cleaning materials and methods recommended by the manufacturer of the surface material. Schedule operations so that dust and other contaminants resulting from cleaning process will not fall on wet or newly coated surfaces.

d. The Contractor shall remove from the site all surplus materials and temporary structures when no longer necessary to the Work at the direction of the Owner.

2. Final Cleaning

a. At the conclusion of the Work, all equipment, tools, temporary structures and materials belonging to the Contractor shall be promptly taken away, and the

Contractor shall remove and promptly dispose of all water, dirt, rubbish or any other foreign substances. Employ skilled workmen for final cleaning.

Thoroughly clean all installed equipment and materials to a bright, clean, polished and new appearing condition. Remove grease, mastic, adhesives, dust, dirt, stains, fingerprints, labels, and other foreign materials from sight-exposed interior and exterior surfaces. Broom clean exterior paved surfaces; rake clean other surfaces of the grounds.

b. The Work shall be left in a condition as shown on the Drawings and the remainder of the site shall be restored to a condition equal or better than what existed before the Work.

c. Prior to final completion, or Owner occupancy, Contractor shall conduct an inspection of interior and exterior surfaces, and all work areas to verify that the entire Work is clean. The Owner will determine if the final cleaning is acceptable.

1.16 CONSTRUCTION NOT PERMITTED

A. USE OF EXPLOSIVES

1. No blasting shall be done except as approved by the Owner and the governmental agency having jurisdiction.

PART 2 - PRODUCTS (NOT USED)

PART 3 - EXECUTION (NOT USED)

END OF SECTION

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01010 - 1

SECTION 01010

SUMMARY OF WORK

PART 1 - GENERAL

1.01 WORK COVERED BY CONTRACT DOCUMENTS

A. This Contract is for the City of Casselberry’s Howell Park Water Treatment Plant

Improvements as shown on the Drawings and specified herein. The Work consists of furnishing all labor, equipment, and materials for the construction of the facilities consisting of, but not limited to the expansion of or improvements to the equipment and structures associated with the following:

1. Demolish and replace the existing buildings and foundation, with new buildings and foundations. Paint interior and exterior of each building.

2. Install air conditioning for the new “High Service Pump, Electrical, and Operations

Building”.

3. Remove and replace with new the three existing high service pumps.

4. Remove and replace with new the suction and discharge piping and valves around the high service pumps. All above ground piping to be properly painted.

5. Installation and testing of new power distribution system.

6. Reconfigure and replace with new site piping including raw water mains, common header system, distribution main, including meter and assembly. Paint all exposed and above ground piping

7. Remove existing hydro tank and salvage for City for their use.

8. Installation new grinder pump station and sewer connection to off-site existing manhole to serve new bathroom inside operations building, and sink in chemical building.

9. Remove and replace with new the chemical skids including pre and post chlorine and corrosion inhibitor skids, including all associated piping, fittings and tubing to connect systems.

10. Replacement of two chlorine bulk storage tanks, orthopolyphosphate tank and associated piping consistent with the new chemical skid installations noted Item #10.

11. Painting of tanks, cleaning interiors and exteriors, and interior and exterior coating of existing ground storage tanks – two (2) prestressed concrete tanks at 500,000 gallons and 250,000 gallons. Provide minor repair to screening and external level gauges.

12. Installation of new instrumentation and SCADA system. Existing SCADA panel to be turned over to the City for their use.

13. Relocate 1,000 gallon Convault fuel tanks from the South Water Treatment Plant, located 1890 Casselton Drive, Winter Park FL 32792.

14. Remove existing piping, and install and connect new fuel piping from relocated 1,000 gallon Convault fuel tank to existing generator.

15. Coordination with Duke Energy for demolition of existing services, installation of new permanent service and installation of temporary service.

16. Replacement of selected fencing area around site with pre-engineered slide walls.

17. Testing of all installed systems.

01010 - 2

18. Restoration and site clean-up, including sodding all areas disturbed by construction activity.

19. All work to be completed for a fully operation water treatment facility, as shown on the construction plans and represented in these specifications.

B. All work under this contract is being performed at a functioning potable water treatment facility. The Contractor will be required to meet all safety and security requirements of the City for access and safety. The Contractor will be required to minimize and coordinate all plant shut downs with Plant management personnel. Prior to the shutdown of the facility, the Contractor will be required to submit a shutdown plan that includes the proposed work to be done as well as the expected duration that will be required.

1.02 CONTRACTOR’S USE OF PREMISES

A. The Contractor shall assume full responsibility for the protection and safekeeping of products and materials at the job site. If additional storage or work areas are required, they shall be obtained by the Contractor at no additional cost to the Owner. The

Contractor will need to coordinate all work and storage areas with the plant personnel to ensure proper access and use for all plant functions, including all chemical and/or fuel deliveries.

1.03 SEQUENCE OF WORK

A. The Contractor shall establish a work sequence based on the use of crews to facilitate completion of construction and testing within the specified Contract Time. Water

Treatment Plant can be shut down for the duration of construction. However, efforts to minimize down time shall be coordinated with City staff.