Lift_Station_64_Rehabilitation_Specifications.pdf

CITY OF PEMBROKE PINES

Utility Department 8300 South Palm Drive

Pembroke Pines, FL 33025

PROJECT MANUAL

Lift Station #64 Rehabilitation

July, 2025

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TABLE OF CONTENTS

CITY OF PEMBROKE PINES

LIFT STATION 64 REHABILITATION

PROJECT MANUAL

DIVISION 1 - GENERAL REQUIREMENTS

01010 Summary of Work 01015 General Requirements 01021 Owner Contingency Allowances 01025 Measurement for Payment 01050 Field Engineering and Surveying 01090 References 01152 Applications for Payment 01200 Project Meetings 01310 Construction Schedules 01340 Shop Drawings, Working Drawings, and Samples 01370 Schedule of Values 01380 Construction Photographs 01400 Quality Control 01410 Materials and Installation Testing 01505 Control of Work 01510 Temporary Utilities 01530 Existing Utilities 01531 Protection of Existing Property 01540 Security 01550 Site Access and Storage 01570 Traffic Regulation 01580 Project Identification Signs 01600 Material and Equipment 01630 Substitutions 01700 Contract Closeout 01710 Cleaning 01720 Project Record Documents 01730 Operating and Maintenance Data 01740 Warranties and Bonds

DIVISION 2 – SITE WORK (NOT USED) ________

DIVISION 3 – CONCRETE (NOT USED)

DIVISION 4 – MASONRY (NOT USED)

DIVISION 5 – METALS (NOT USED)

DIVISION 6 - WOOD AND PLASTICS (NOT USED)

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DIVISION 7 - THERMAL AND MOISTURE PROTECTION (NOT USED)

DIVISION 8 - DOORS AND WINDOWS (NOT USED)

DIVISION 9 – FINISHES

09900 Painting

DIVISION 10 – SPECIALTIES (NOT USED)

DIVISION 11 – EQUIPMENT (NOT USED)

11300 Submersible Wastewater Pumps

DIVISION 12 - FURNISHING (NOT USED) ________

DIVISION 13 - SPECIAL CONSTRUCTION (NOT USED)

DIVISION 14 - CONVEYING SYSTEM (NOT USED)

DIVISION 15 – MECHANICAL

15010 Testing Piping Systems 15062 Ductile Iron Pipe and Fittings 15064 General Purpose PVC Pipe and Fittings

DIVISION 16 – ELECTRICAL (NOT USED)

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SECTION 01010

SUMMARY OF WORK

PART 1 - GENERAL

1.01 DESCRIPTION

A. This section includes general descriptions of the Contractor use of site, location of work, description of work, work sequence, owner occupancy and work by others.

1.02 RELATED SECTIONS

A. Section 01015 - General Requirements

B. Section 01025 - Measurement and Payment

C. Section 01030 - Special Project Procedures

D. Section 01505 - Control of Work

1.03 REFERENCES (NOT USED)

1.04 CONTRACTOR USE OF SITE

A. The Contractor shall limit his area of work to remain within those properties and easements as depicted in the Drawings or as approved in writing by the Owner.

B. Contractors' use of lands other than those depicted in the Drawings shall require written approval from the land owner and be at the Contractors risk and cost.

1.05 LOCATION OF WORK

A. The work is located at Lift Station 64 Rehabilitation, located at 120 NW 108th Terr in the City of Pembroke Pines, Florida.

1.06 DESCRIPTION OF WORK

A. Rehabilitation of Lift Station # 64 includes:

1. Perform structural, electrical, and mechanical upgrades to the wet well, valve pit, pump station bypass connection, and control panel.

2. Replace the existing sewer pumps with new submersible pumps

3. Upgrade electrical control panels, wiring, and components per contract documents.

4. Wet well needs to be coated prior to installation of pumps and associated piping, supports, and electrical items.

5. Provide temporary facilities to support construction activities.

6. Conduct startup operations and testing to ensure proper system functionality.

1.07 WORK SEQUENCE

A. Install temporary bypass pumps to maintain system operation during construction.

B. Remove existing sewer pumps and control panel.

C. Perform structural, electrical, and mechanical modifications as mentioned in contract documents.

D. Conduct system startup and testing to verify functionality.

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E. Remove the temporary bypass pumps after successful testing.

F. Remove and install new fence.

G. Restore all work areas and provide testing, startup, and personnel training on the new system modifications.

1.08 OWNER OCCUPANCY

A. Cooperate with Owner to minimize conflict, and to Owner's operations.

B. Schedule the Work to accommodate this requirement.

1.09 WORK BY OTHERS

A. The Contractor is advised that work by others may take place during the duration of the contract time. It shall be the Contractor's responsibility to coordinate and schedule all Work as not to delay or hinder his work or the work by others.

PART 2 - PRODUCTS (NOT USED)

PART 3 - EXECUTION (NOT USED)

END OF SECTION

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SECTION 01015

GENERAL REQUIREMENTS

1.01 DESCRIPTION

A. This Section provides for miscellaneous provisions applicable to the Work.

1.02 RELATED SECTIONS

A. Section 01030 – Special Project Procedures

B. Section 01090 - References

C. Section 01310 – Construction Schedules

D. Section 01340 – Shop Drawings, Working Drawings and Samples

E. Section 01530 – Protection of Existing Property

F. Section 01570 – Traffic Regulation

G. Section 01670 – Testing Piping Systems

H. Section 01720 – Project Record Documents

I. Other Sections as applicable.

1.03 TERMINOLOGY

A. Throughout the Contract Documents, the following definitions apply:

1. Owner- The individual or entity with whom Contractor has entered into the Agreement and for whom the Work is to be performed.

2. Work- The entire construction or the various separately identifiable parts thereof required to be provided under the Contract Documents. Work includes and is the result of performing or providing all labor, services and documentation necessary to produce such construction, and furnishing, installing and incorporating all materials and equipment into such construction, all as required by the Contract documents.

1.04 SAFETY

A. All work shall be done in a safe manner and in strict compliance with all requirements of the Federal Occupational Safety and Health Act (OSHA), The Florida Trench Safety Act and all other State and local safety and health regulations.

B. The Contractor shall comply promptly with such safety regulations as may be prescribed by the Owner or the local authorities having jurisdiction and shall, when so directed, properly correct any unsafe conditions created by, or unsafe practices on the part of, his employees. In the event of the Contractor’s failure to comply, the Owner may take the necessary measures to correct the conditions or practices complained of, and all costs thereof will be deducted from any monies due. Failure of the Owner to direct the correction of unsafe conditions or practices shall not relieve the Contractor of his responsibilities.

C. The Contractor shall provide, erect and maintain as necessary, strong and suitable barricades, danger signs and warning lights for the protection of the public in accordance with Section 01570 – Traffic Regulation.

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1.05 APPLICABLE CODES

A. The Contractor shall comply with the applicable standards codes and specifications governing the Contract Documents whether City, County, State or Federal. The Contractor is obligated to notify the Owner and Engineer of any deficiency contained in the Contract Documents immediately upon discovery. Where conflicts exist in such, the more stringent shall govern.

1.06 APPLICABLE PERMITS AND LICENSES

A. The Contractor shall abide by all permit conditions, whether, general, specific, limited or otherwise. A copy of all applicable permits and licenses, with the exception of City permits obtained by the Contractor, are attached hereto and made a part of the Contract Documents.

B. The Contractor shall apply for and obtain all Building Department permits required for this project, including but not limited to, electrical and structural.

1.07 PUBLIC BID DISCLOSURE ACT 218.80 FS

A. All the local governmental entity permits or fees are to be disclosed, including, but not limited to, all license fees, permit fees, impact fees, or inspection fees, payable by the contractor to the unit of government that issued the bidding documents or other governmental agency, PART 2 - PRODUCTS (NOT USED)

PART 3 - EXECUTION

3.01 PRE-CONSTRUCTION RESPONSIBILITIES

A. Upon receipt of the Notice To Proceed, the Contractor shall arrange for a Pre- Construction meeting. The meeting shall be held with a minimum of one weeks’ notice and shall include the Engineer, the Owner, and Representatives for all affected utility companies.

3.02 TEMPORARY UTILITIES

A. The Contractor shall be responsible to arrange for and supply all temporary utilities including, but not limited to, water, sewer, and electricity.

B. The cost of temporary utilities shall be considered incidental to the cost of the Work and is therefore included in the Bid.

3.03 UNDERGROUND LOCATING SERVICE

A. Prior to underground construction, the Contractor is required by the Underground Facility Damage Prevention and Safety Act, Chapter 556 FS to contact Sunshine 811, for the location of underground utilities.

3.04 HURRICANE PREPAREDNESS PLAN

A. Should the Performance of the work occur during Hurricane Season, within thirty days of the date of Notice to Proceed, the Contractor shall submit to the Engineer and Owner a Hurricane Preparedness Plan. The Plan should outline the necessary measures that the contractor proposes to perform at no additional cost to the owner in case of a hurricane warning. The plan shall detail these measures with specific action items defining responsible personnel.

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3.05 INCLEMENT WEATHER

A. In the event of inclement weather, or whenever Engineer shall direct; Contractor will cause Subcontractors to carefully protect the work and materials against damage or injury from the weather. If in the opinion of the Engineer, any portion of Work or materials shall have been damaged or injured by reason of failure on the part of Contractor or any Subcontractor to so protect the Work, such Work and materials shall be removed and replaced at the expense of the Contractor.

3.06 ADVANCE INVESTIGATIONS

A. The Contractor shall be responsible for uncovering and exposing existing utilities sufficiently in advance of pipe laying operations to confirm elevation, size, material and clearance separation(s). If, upon excavation, an existing utility is found to be in conflict with the proposed construction or be of a size or material different from what is shown on the plans, the Contractor shall immediately notify the Engineer, who will in turn prepare a recommendation. Failure of the Contractor to perform advance investigations shall not relieve it of any claims for delay or damages.

3.07 PRESERVATION AND RESTORATION

A. Contractor shall be responsible for the preservation and protection of property adjacent to the work site against damage or injury as a result of his operations under this project. Any damage or injury occurring on account of any act, omission or neglect on the part of the Contractor shall be restored in a proper and satisfactory manner or replaced by and at the expense of the Contractor to an equal or superior condition than previously existed.

3.08 PROTECTION OF WORK AND MATERIAL

A. During the progress of the work and up to the date of final payment, the Contractor shall be solely responsible for the care and protection of all work and materials covered by the Contract.

B. All work and materials shall be protected against damage, injury or loss from any cause whatsoever, and the Contractor shall make good any such damage or loss at his own expense. Protection measures shall be subject to the approval of the CITY.

3.09 CONTRACTOR USE OF PREMISES

A. Contractor shall have limited use of the premises for construction operations, including limited use of the site. The Contractor's use of the premises is further limited to the Owner's right to perform construction operations with its own forces or to employ separate Contractors on portions of the project.

B. The Contractor shall be responsible for coordinating his daily activities in conjunction with any Contractors presently working within the vicinity of this project.

C. Confine operations to areas within rights-of-way and easements.

D. Keep existing driveways and entrances serving the premises clear and available to the Owner, Residents and the Owner's employees at all times.

1. Do not use these areas for parking or storage of materials.

2. Schedule deliveries to minimize space and time requirements for storage of materials and equipment on site.

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3.10 DISPOSAL

A. Do not dispose of any unsuitable fill, hazardous or organic material onsite. All such material shall be disposed of in a legal manner by the Contractor, the cost of which shall be included in the Bid.

3.11 ENVIRONMENTAL PROTECTION

A. Provide protection, operate temporary facilities and conduct construction in ways and by methods that comply with environmental regulations, and minimize the possibility that air, waterways and subsoil might be contaminated or polluted, or that other undesirable effects might result.

3.12 MATERIAL AND EQUIPMENT

A. Substitutions: After Bidding period, up to 30 days after date of Notice to Proceed, the Engineer will consider written requests from Contractor for proposed substitutions of products. Subsequent requests will be considered only in case of product unavailability or other condition beyond control of the Contractor. Submit a separate request for each proposed substitution;

1. Do not order or install substitute products without written acceptance from the Engineer of Record.

2. Do not imply or indicate substitutions on shop drawings or product data submittals without a separate formal request.

3. Engineer will determine acceptability of substitution.

4. Only one request for substitution for each product will be considered. If not accepted, Contractor shall provide specified product.

B. Product selection is governed by the Contract Documents and governing regulations, not by previous project experience.

1. Where a single or multiple products or manufacturers are named, provide one of the products indicated or submit a request for substitution for any product or manufacturer not named unless no substitution is permitted.

2. Where the Specifications only require compliance with performance requirements, an imposed code, standard or regulation, select a product that complies with the requirements, standards, codes or regulations specified.

3. Manufacturers named in a Specification section are those manufacturers considered capable of manufacturing products conforming to the specified requirements. The naming of a particular manufacturer does not imply acceptance or approval of just any standard product of that manufacturer.

3.13 ADJUSTMENT OF EXISTING UTILITIES

A. The Contractor shall raise or lower all manholes, valve boxes, etc. to finished grade.

The cost of these adjustments shall be considered incidental to the cost of the Work and is therefore included in the Bid.

3.14 EXISTING IRRIGATION

A. All existing irrigation systems within the area of the Work shall be restored to original condition or better and adjusted to finished grade. The cost of repairs and/or adjustment to existing irrigation shall be considered incidental to the cost of the Work and is therefore included in the Bid.

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3.15 DEWATERING

A. In accordance with SFWMD criteria contained in 40E-2.061 F.A.C., a dewatering permit is not required provided the following provisions are met:

1. Maximum daily pumpage is less than 5 million gallons (MG) and a maximum total project pumpage of less than 100 MG over a one year period;

2. All discharge shall remain on the project site;

3. No dewatering shall occur to a depth below elevation 0.0 feet NGVD within 1,000 feet of saline water, except when dewatering water with a chloride concentration of greater than 1,000 milligrams per liter;

4. No dewatering shall occur within 100 feet of a wastewater treatment plant rapid-rate land application system permitted under Part IV of Chapter 62- 610, F.A.C.;

5. No dewatering shall occur within 1,000 feet of a known landfill or contamination; and,

6. No dewatering shall occur within 1,000 feet of a freshwater wetland unless dewatering activities are completed within 60 days.

7. All dewatering operations are subject to the Permit Conditions in Section 5.0 of the SFWMD APPLICANT’S HANDBOOK FOR WATER USE PERMIT APPLICATIONS (07-16-2014), including responsibility for mitigating any harm that may occur as a result of the dewatering to existing legal uses, off-site land uses, or natural resources.

B. The Contractor shall apply for a dewatering permit through the SFWMD if any of the above conditions cannot be met.

3.16 DEMOLITION

A. Limits of demolition which may be shown in the Contract Documents are general in nature. Actual limits of demolition shall be as determined by the field conditions in conformance with the requirements of the Work.

B. All sidewalks within the limits of construction which are not ADA compliant (cross-slopes which exceed 2% and/or running slopes which exceed 5% and/or changes in level of ¼” or greater) shall be demolished and reconstructed to meet these requirements.

C. When sidewalk tie-ins exist outside the limits of construction which are not ADA compliant, the Contractor shall replace those sections as directed by the Owner.

D. Conduct demolition to minimize interference with adjacent structures.

1. Provide bracing and shoring as required.

2. Provide Professional Engineering services as necessary to ensure adequate protection.

E. Provide, erect, and maintain barrier with adjacent structures.

F. Conduct operations with minimum interference to public or private thoroughfares.

Maintain egress and access at all times.

G. Do not close or obstruct roadways without permits.

H. Disconnect electrical feeders and circuits at the source, remove related wiring and label circuit breakers and starters as spare and salvage to Owner.

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I. Mark location of disconnected utilities. Identify utilities and indicate capping locations on Project Record Documents.

J. Allow Owner to salvage equipment as needed.

K. Demolish the indicated structures and appurtenances in an orderly and careful manner.

L. Cease operations and notify Engineer immediately if adjacent structures appear to be endangered. Do not resume operations until corrective measures have been taken.

M. Except where noted otherwise, immediately remove demolished material from site.

N. Remove materials to be re-installed or retained in manner to prevent damage. Store and protect under provisions of Section 01600.

O. Pump out tanks located within demolition area. Remove underground tanks, components, and piping from site.

P. Remove and promptly dispose of any contaminated, chemicals or dangerous materials encountered properly and at no cost to the Owner.

Q. Do not burn or bury materials on site.

R. Remove foundation walls and footing completely.

S. Remove concrete slabs on grade. Break up concrete slabs on grade to permit drainage.

T. Keep work sprinkled to minimize dust if necessary. Provide hoses and water main or hydrant connections for this purpose.

U. Backfill areas excavated caused as a result of demolition. Use clean sandy earth materials.

V. Rough grade and compact areas affected by demolition to maintain site grades and contours.

W. Remove demolished materials from site as work progresses. Leave site in clean condition.

X. All waste material shall be removed from the plant site. The contractor shall be responsible for the ultimate disposal of all items required to be removed and shall obtain all necessary permits for removal and disposal of the waste material.

Y. The contractor shall dispose of all fuel and waste sludge, if any, encountered or developed during the demolition operations in an approved manner.

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SECTION 01021

OWNER CONTINGECY ALLOWANCES

1.01 DESCRIPTION

A. This Section provides for administrative procedures for the Contractors utilization of monetary amounts for Owner contingency allowances when contained in the Contract Sum or Total Base Bid.

B. The Contractor has included in the Contract Price all Allowances so named in the Contract Documents and Shall cause the Works so covered to be performed for such sums and by such person or entities as may be acceptable to Owner and Engineer.

C. The contractor agrees that an Allowance, if any, is for the sole use of Owner to cover unanticipated or undetermined costs.

D. All owner Allowances which remain unused, in whole or in part, remain the property of the Owner.

1.02 RELATED SECTIONS

A. Section 00310 - Bid Form.

B. Section 01025 – Measurement and Payment.

C. Section 01152 – Application for Payment

D. Section 01310 - Construction Schedules.

E. Section 03740 - Repair of Damaged Concrete

F. Other Sections as Applicable.

1.03 SCHEDULE OF ALLOWANCES

A. Refer to Bid Form.

1.04 PROCEDURES FOR ADMINISTRATION OF ALLOWANCES.

A. Funds will only be drawn from Owner contingency allowances by Change Order.

B. Costs shall be as represented in the Schedule of Values.

C. Payment shall be as represented in Section 01025 – Measurement for Payment.

1.05 COST INCLUDED IN PERMITTING ALLOWANCES

A. Cost of the permit application fee determined by the agency at the time of the Contractor’s submittal. All other costs associated with obtaining the required permits shall be the responsibility of the Contractor.

1.06 COSTS INCLUDED IN ALLOWANCES

A. Cost of product to Contractor, less applicable trade discounts.

B. Delivery to site, products handling at site, including unloading, uncrating, and storage.

C. Applicable taxes unless covered by Owner Furnished Equipment clause.

D. Protection of products from elements and from damage.

E. Labor, insurance, payroll, bonding, equipment rental and installation and finishing, except when installation is specified as part of allowance.

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F. Other expenses required to complete installation.

G. Contractor field and home office overhead and profit.

1.07 CONTRACTOR RESPONSIBILITIES

A. Promptly notify Engineer of any reasonable objections from supplier.

B. On notification of selection, execute purchase agreement with designated supplier.

C. Arrange for process shop drawings, product data, and samples.

D. Arrange for delivery. Promptly inspect products upon delivery for completeness, damage, and defects. Submit claims for transportation damage.

E. Install, adjust, and finish products.

F. Provide warranties for products and installation.

1.08 CORRELATION WITH CONTRACTOR SUBMITTALS

A. Schedule shop drawings, product data, samples, and delivery dates, in Progress Schedule for products selected under allowances.

1.09 PRODUCTS (NOT USED)

1.10 EXECUTION (NOT USED)

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SECTION 01025

MEASUREMENT AND PAYMENT – LUMP SUM BID

1.01 DESCRIPTION

A. This Section includes administrative and procedural requirements for determining Work completed under a Lump Sum format bid.

1.02 RELATED SECTIONS

A. Section 01152 – Applications for Payment

B. Section 01370 – Schedule of Values

C. Other Sections as applicable.

1.03 REFERENCE STANDARDS

A. American Society for Testing and Materials (ASTM)

B. Occupational Safety and Health Act (OSHA)

C. American Society of Mechanical Engineers (ASME)

D. American Institute of Steel Construction (AISC)

E. American Waterworks Association (AWWA)

F. American Welding Society (AWS)

G. Underwriters Laboratories (UL)

H. National Electric Code (NEC)

I. Steel Structures Painting Council (SSPC)

1.04 GENERAL REQUIREMENTS

A. Prices shall include all costs required for the completed, in-place construction of the specified unit of work. This may include but not be limited to, materials and delivery;

cost of installation; incidentals; labor including social security, insurance, and other required fringe benefits; workman's compensation insurance; bond premiums; rental of equipment and machinery; taxes; testing; surveys; incidental expenses; and supervision.

B. Installation, acceptance and payment shall be in accordance with the REFERENCE

STANDARDS.

C. The Owner reserves the right to reject the Contractor's measurement of completed work that involves use of established unit prices, and to have this Work measured by an independent surveyor acceptable to the Contractor at the Owner's expense.

D. Contract Sum adjustments will be by Change Order on basis of net accumulative change for each unit price category.

E. Except as otherwise specified, unit prices shall apply to both deductive and additive variations of quantities.

F. Lump sum, pay item and unit prices in the Schedule of Values shall remain in effect until date of final completion of the entire Work.

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G. Partial payment for material and equipment properly stored and protected will be made in accordance with requirements of the General Conditions.

H. No separate payment will be made for Record Drawings.

I. Abbreviations:

1. Acre - AC

2. Allowance - AL

3. Cubic Yard - CY

4. Each - EA

5. Furnish and Install - F & I

6. Gallons - GA

7. Gross Mile - GM

8. Linear Feet – LF

9. Lump Sum - LS

10. Million Gallons – MG

11. Net Mile - NM

12. Square Foot – SF

13. Square Yard – SY

14. Ton - TN

PART 2 - PRODUCTS (NOT APPLICABLE)

PART 3 - EXECUTION

3.01 MEASUREMENT AND PAYMENT

A. Payment shall constitute full compensation and will be made as indicated in the

RELATED SECTIONS.

B. The Contractor shall submit a Schedule of Values for Engineer approval in accordance with Section 01370 within 14 days of the effective date of the Agreement.

1. The Schedule of Values shall include individual Pay Item prices for each component in the Contract Documents as summarized in the Lump Sum Bid.

2. The quantity and detail of Pay Items shall be as required by the Owner.

3. Individual pay item prices may be Lump Sum or Measured quantities for each pay item broken down from the Lump Sum Bid, subject to approval by the Owner.

4. The Pay Item for Mobilization and De-Mobilization shall not exceed five (5) percent of the Lump Sum Bid.

C. The quantity approved for payment shall be either:

1. Percentage of the pay item price - A percentage of the pay item price equivalent to the percentage of the project completion as determined by the Engineer as of the date of the pay request submitted. The percent

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completion of the project shall be based on the percent of the total project actually constructed and not on the percent of the Contract price completed.

2. Measured Quantities - The actual quantities in-place and accepted as measured by the Engineer on the date of the pay request submitted in the units specified in the schedule of values.

3.02 PROTECTION

A. Where pavement, pipes, valves, appurtenances, trees, shrubbery, fences, other property, or structures are in proximity to the WORK, adequate protection shall be provided. Such protection is considered incidental to construction and shall not be assigned to any pay item.

3.03 RESTORATION

A. Where pavement, pipes, valves, structures, appurtenances, trees, shrubbery, fences, other property or structures not designated as pay items, have been damaged, removed or disturbed by the Contractor, whether deliberately or through failure to carry out the requirements of the Contract Documents, state laws, municipal ordinances or the specific direction of the Engineer, or through failure to employ usual and reasonable safeguards, such property and surface structures shall be replaced or repaired at the expense of the Contractor to a condition equal to that before work began within a time frame approved by the Engineer. Such restoration is considered incidental to construction and shall not be assigned to any pay item.

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SECTION 01050

FIELD ENGINEERING AND SURVEYING

1.01 DESCRIPTION

A. Provide and pay for field engineering and surveying services required for Project as follows:

1. Surveying work required for the lay-out and execution of Work.

2. Surveying work required to identify and maintain existing control points, bench marks and property line corners.

3. Surveying work required to verify existing utility locations.

4. Surveying work as required to create Project Record Documents.

5. Civil, structural, or other professional engineering services specified, or required to execute the Contractor's construction methods.

6. Testing, sampling, calibrating and training services specified, or required to execute the Contractor’s construction methods including soils, concrete, material, etc.

1.02 RELATED SECTIONS

A. Section 01410 – Materials and Installation Testing

B. Section 01720 - Project Record Documents

C. Other Sections as applicable.

1.03 QUALIFICATIONS OF PROFESSIONAL

A. Florida Registered Professional Surveyor and Mapper, acceptable to the Owner and the Engineer.

B. Florida Registered Professional Engineer(s) of the specialty required for on the Project, acceptable to the Owner and the Engineer.

1.04 SURVEY REFERENCE POINTS

A. Horizontal and vertical control points for the Project are to be established by the Engineer and provided to the Contractor.

B. Locate and protect control points prior to starting work, and preserve all permanent reference points during construction.

1. Make no changes or relocations without prior written notice to the Engineer.

2. Report to the Engineer when any reference point is lost or destroyed, or requires relocation because of necessary changes in grades or locations.

3. Require surveyor to replace project control points which may be lost or destroyed.

a. Establish replacements based on original survey control.

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1.05 PROJECT SURVEY REQUIREMENTS

A. Establish a minimum of two temporary bench marks on site, referenced to data by survey control points.

1. Record locations, with horizontal and vertical data, on Project Record Documents.

B. Establish lines and levels, locate and lay out, by instrumentation and similar appropriate means:

1. Site Improvements

a. Line and grade of pipe and structure installation; top of pipe, invert, slope, etc.

b. Grading for fill and topsoil placement, roadway sub-base and base installation.

2. Controlling lines and levels required for all trades.

C. From time to time, verify layouts by same methods.

1.06 RECORDS

A. Maintain a complete, accurate log of all control and survey work as it progresses in accordance with Section 01720.

1.07 SUBMITTALS

A. Submit name and address of Professional Surveyor and Mapper or Professional Engineer to the Engineer.

B. On request of the Engineer, submit documentation to verify accuracy of field engineering work.

C. Submit certificate signed by registered surveyor certifying that elevations and locations of improvements are in conformance, or non-conformance, with Contract Documents.

D. Submit Project Record Documents in accordance with Section 01720.

PART 2 - PRODUCTS (NOT USED)

PART 3 - EXECUTION

3.01 ADVANCE INVESTIGATIONS

A. The Contractor shall be responsible for uncovering and exposing existing utilities sufficiently in advance of pipe laying operations to confirm elevation, size, material and clearance separation(s). If, upon excavation, an existing utility is found to be in conflict with the proposed construction or be of a size or material different from what is shown on the plans, the Contractor shall immediately notify the Engineer, who will in turn prepare a recommendation. Failure of the Contractor to perform the advance investigation shall not relieve it of any claims for delay or damages.

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SECTION 01090

REFERENCES

1.01 DESCRIPTION

A. Applicable Publications: Whenever in these specifications references are made to published specifications, codes, standards, or other requirements, it shall be understood that wherever no date is specified, only the latest specifications, standards, or requirements of the respective issuing agencies which have been published as of the date that the WORK is advertised for bids, shall apply; except to the extent that said standards or requirements may be in conflict with applicable laws, ordinances, or governing codes. No requirements set forth herein or shown on the drawings shall be waived because of any provision of, or omission from, said standards or requirements.

B. Specialists, Assignments: In certain instances, specification text requires (or implies) that specific work is to be assigned to specialists or expert entities, who must be engaged for the performance of that work. Such assignments shall be recognized as special requirements over which the CONTRACTOR has no choice or option. These assignments shall not be interpreted so as to conflict with the enforcement of building codes and similar regulations governing the WORK; also they are not intended to interfere with local union jurisdiction settlements and similar conventions. Such assignments are intended to establish which party or entity involved in a specific unit of work is recognized as "expert" for the indicated construction processes or operations. The final responsibility for fulfillment of the entire set of contract requirements remains with the CONTRACTOR.

1.02 REFERENCE SPECIFICATIONS, CODES, AND STANDARDS

A. Without limiting the generality of other requirements of the specifications, all work specified herein shall conform to or exceed the requirements of the following documents to the extent that the provisions of such documents are not in conflict with the requirements of these Specifications nor the applicable codes.

B. References herein to "Building Code" or “Code” shall mean the Florida Building Code.

The latest edition of the code as approved and used at the local agency having jurisdiction, shall apply to the WORK herein, including, all addenda, modifications, amendments, or other lawful changes thereto.

C. In case of conflicts between codes, reference standards, drawings and other Contract Documents, the most stringent requirements shall govern. All conflicts shall be brought to the attention of the ENGINEER for clarifications and directions prior to ordering or providing any materials or labor. The CONTRACTOR shall bid the most stringent requirements.

D. Applicable Standard Specifications: The CONTRACTOR shall construct the WORK specified herein in accordance with the requirements of the Contract Documents and the referenced portion of those referenced codes, standards, and specifications listed herein; except, that wherever references to "Standard Specifications" are made, the provisions therein for measurement and payment shall not apply.

E. References herein to "OSHA Regulations for Construction" shall mean Title 29, Part 1926, Construction Safety and Health Regulations, Code of Federal Regulations, including all changes and amendments thereto.

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F. References herein to "OSHA Standards" shall mean Title 29, Part 1910, Occupational Safety and Health Standards, Code of Federal Regulations (OSHA), including all changes and amendments thereto.

1.03 TRADE NAMES AND ALTERNATIVES

A. For convenience in designation in the Contract Documents, materials to be incorporated in the WORK may be designated under a trade name or the name of a manufacturer and its catalog information. The use of alternative material which is equal in quality and of the required characteristics for the purpose intended will be permitted, subject to the following requirements:

1. The burden of proof as to the quality and suitability of such alternative equipment, products, or other materials shall be upon the CONTRACTOR.

2. The ENGINEER will be the sole judge as to the comparative quality and suitability of such alternative equipment, products, or other materials and its decisions shall be final.

3. Base Bid requirements outlined in the Supplement to Bid Form, shall supersede any language contained hereinafter.

B. Whenever in the Contract Documents the name or the name and address of the manufacturer or distributor is given for a product or other material, or if any other source of a product or material is indicated therefore, such information is given for the convenience of the CONTRACTOR only, and no limit, restriction, or direction is indicated or intended thereby, nor is the accuracy or reliability of such information guaranteed. It shall be the responsibility of the CONTRACTOR to determine the accurate identity and location of any such manufacturer, distributor, or other source of any product or material called for in the Contract Documents.

C. The CONTRACTOR may offer any material, process, or equipment which it considers equivalent to that indicated. Unless otherwise authorized in writing by the ENGINEER, the substantiation of offers of equivalency must be submitted within 30 days after execution of the Agreement. The CONTRACTOR, at its sole expense, shall furnish data concerning items it has offered as equivalent to those specified. The CONTRACTOR shall have the material as required by the ENGINEER to determine that the quality, strength, physical, chemical, or other characteristics, including durability, finish, efficiency, dimensions, service, and suitability are such that the items will fulfill its intended function. Installation and use of a substitute item shall not be made until accepted by the ENGINEER. If a substitute offered by the CONTRACTOR is found to be not equal to the specified material, the CONTRACTOR shall furnish and install the specified material.

D. The CONTRACTOR'S attention is further directed to the requirement that failure to submit data substantiating a request for the substitution of an "or equal" item within said 30-day period after the execution of the Agreement, shall be deemed to mean that the CONTRACTOR intends to furnish one of the specific brand-named products named in the specification, and the CONTRACTOR does hereby waive all rights to offer or use substitute products in each such case. Wherever a proposed substitute product has not been submitted within said 30-day period, or wherever the submission of a proposed substitute product fails to meet the requirements of the specifications and an acceptable resubmittal is not received by the ENGINEER within said 30-day period, the CONTRACTOR shall furnish only one of the products originally-named in the Contract Documents.

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1.04 ABBREVIATION

A. Wherever in these specifications references are made to the standards, specifications, or other published data of the various national, regional, or local organizations, such organizations may be referred to by their acronyms or abbreviation only. As a guide to the user of these specifications, the following acronyms and abbreviations which may appear in these specifications shall have the meanings indicated herein.

1.05 ABBREVIATIONS AND ACRONYMS

A. Abbreviations and acronyms contained in the Contract Documents may include, but not be limited to, the following:

AAMA Architectural Aluminum Manufacturer's Association AAR Association of American Railroads AASHTO American Association of the State Highway and Transportation

Officials AATCC American Association of Textile Chemists and Colorists ACI American Concrete Institute ACPA American Concrete Pipe Association ACPPA American Concrete Pressure Pipe Association AFBMA Anti-Friction Bearing Manufacturer's Association, Inc.

AGA American Gas Association AGC Associated General Contractors AGMA American Gear Manufacturer's Association AHAM Association of Home Appliance Manufacturers AI The Asphalt Institute AIA American Institute of Architects AISC American Institute of Steel Construction AISI American Iron and Steel Institute AITC American Institute of Timber Construction AMCA Air Movement and Control Association ANS American Nuclear Society ANSI American National Standards Institute, Inc.

APA American Plywood Association API American Petroleum Institute APWA American Public Works Association AREA American Railway Engineering Association ASA Acoustical Society of America ASAE American Society of Agricultural Engineers ASCE American Society of Civil Engineers ASHRAE American Society of Heating, Refrigerating, and Air-Conditioning Engineers ASLE American Society of Lubricating Engineers ASME American Society of Mechanical Engineers ASPE American Society of Plumbing Engineers ASQC American Society for Quality Control ASSE American Society of Sanitary Engineers ASTM American Society for Testing and Materials AWPA American Wood Preservers Association AWPI American Wood Preservers Institute AWS American Welding Society AWWA American Water Works Association BBC Basic Building Code, Building Officials and Code Administrators International BHMA Builders Hardware Manufacturers Association

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CBM Certified Ballast Manufacturers CEMA Conveyors Equipment Manufacturers Association CGA Compressed Gas Association CLPCA California Lathing and Plastering Contractors Association CLFMI Chain Link Fence Manufacturers Institute CMA Concrete Masonry Association CRSI Concrete Reinforcing Steel Institute CSI Construction Specifications Institute DCDMA Diamond Core Drill Manufacturers Association DIPRA Ductile Iron Pipe Research Association EIA Electronic Industries Association ETL Electrical Test Laboratories HI Hydraulic Institute ICBO International Conference of Building Officials IEEE Institute of Electrical and Electronic Engineers IES Illuminating Engineering Society IME Institute of Makers of Explosives IP Institute of Petroleum (London) IPC Institute of Printed Circuits IPCEA Insulated Power Cable Engineers Association ISA Instrument Society of America ISO International Organization for Standardization ITE Institute of Traffic Engineers MBMA Metal Building Manufacturers Association MPTA Mechanical Power Transmission Association MTI Marine Testing Institute NAAM National Association of Architectural Metal Manufacturers NACE National Association of Corrosion Engineers NBS National Bureau of Standards NCCLS National Committee for Clinical Laboratory Standards NEC National Electric Code NEMA National Electrical Manufacturers Association NFPA National Fire Protection Association NFPA National Forest Products Association NGLI National Grease Lubricating Institute NMA National Microfilm Association NRCA National Roofing Contractors Association NWMA National Woodwork Manufacturers Association NWWA National Water Well Association OSHA Occupational Safety and Health Administration PCA Portland Cement Association PCI Precast Concrete Institute PDI Plumbing and Drainage Institute RIS Redwood Inspection Service RVIA Recreational Vehicle Industry Association RWMA Resistance Welder Manufacturers Association SAE Society of Automotive Engineers SAMA Scientific Apparatus Makers Association SBC Southern Building Code Congress International, Inc. (SBCCI) SIS Swedish Standards Association SJI Steel Joist Institute SMA Screen Manufacturers Association SMACCNA Sheet Metal and Air Conditioning Contractors National Association

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SPR Simplified Practice Recommendation SSBC Southern Standard Building Code, Southern Building Code Congress SSPC Steel Structures Painting Council SSPWC Standard Specifications for Public Works Construction TAPPI Technical Association of the Pulp and Paper Industry TFI The Fertilizer Institute UBC Uniform Building Code UL Underwriters Laboratories, Inc.

USGS United States Geological Survey WCLIB West Coast Lumber Inspection Bureau WCRSI Western Concrete Reinforcing Steel Institute WIC Woodwork Institute of California WPCF Water Pollution Control Federation WRI Wire Reinforcement Institute, Inc.

WWPA Western Wood Products Association

PART 2 - PRODUCTS (NOT USED)

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SECTION 01152

APPLICATIONS FOR PAYMENT

1.01 DESCRIPTION

A. Submit Applications for Payment to the Engineer in accordance with the schedule established by Conditions of the Agreement between Owner and Contractor and the Contract Documents.

1.02 RELATED SECTIONS

A. Section 01050 - Field Engineering

B. Section 01310 - Construction Schedules

C. Section 01370 - Schedule of Values

D. Section 01380 - Construction Photographs

E. Section 01700 - Contract Close Out

F. Section 01720 - Project Record Documents

1.03 FORMAT AND DATA REQUIRED

A. Submit applications typed on forms provided by the Owner (or forms provided by Contractor and agreed to by Owner), Application for Payment, with itemized data typed on 8 1/2 inch x 14 inch white paper and continuation sheets.

B. Payment forms shall show significant detail to substantiate request. Additional detail may be required by the Engineer.

1.04 PREPARATION OF APPLICATION FOR EACH PROGRESS PAYMENT

A. Application Form:

1. Fill in required information, including that for Change Orders executed prior to date of submittal of application.

2. Fill in summary of dollar values to agree with respective totals indicated on continuation sheets.

3. Execute certification with signature of a responsible officer of Contract firm.

B. Continuation Sheets:

1. Fill in total list of scheduled component items of work, with item number and scheduled dollar value for each item.

2. Fill in dollar value in each column for each scheduled line item when work has been performed or products stored.

a. Round off values to nearest dollar, or as specified.

3. List each Change Order Number, and description, as for an original component item or work.

1.05 SUBSTANTIATING DATA FOR PROGRESS PAYMENTS

A. When the Owner or the Engineer requires substantiating data, Contractor shall submit suitable information, with a cover letter identifying:

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1. Project

2. Application number and date

3. Detailed list of enclosures

4. For stored products:

a. Item number and identification as shown on application.

b. Description of specific material.

c. Copy of material invoice.

d. Address of location where item is stored

e. Photographs of item (if requested)

B. Submit one copy of data cover letter for each copy of application.

C. As a prerequisite for payment, Contractor is to submit the following:

1. a "Surety Acknowledgment of Payment Request" letter showing amount of progress payment which the Contractor is requesting,

2. updated record drawings for review by the Engineer,

3. updated construction schedule for review by the Engineer,

4. construction photographs.

1.06 PREPARATION OF APPLICATION FOR FINAL PAYMENT

A. Fill in Application form as specified for progress payments.

B. Provide FINAL COMPLETION documentation for the final statement of accounting as specified in Section 01700 - Contract Closeout.

C. Submit final record drawings.

1.07 SUBMITTAL PROCEDURE

A. Submit Applications for Payment to the Engineer at the times stipulated in the Agreement.

B. Number: Five copies of each Application.

C. When the Engineer finds Application properly completed and correct, he will transmit certificate of payment to Owner, with copy to Contractor.

PART 2 - PRODUCTS (NOT USED)

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SECTION 01200

PROJECT MEETINGS

1.01 DESCRIPTION

A. The Engineer shall schedule and administer preconstruction meetings, periodic progress meetings, and specially called meetings throughout the progress of work.

The Engineer shall:

1. Prepare agenda for meetings.

2. Make physical arrangements for meetings.

3. Preside at meetings.

4. Record in writing the minutes; include significant proceedings and decisions.

5. Record the meeting with an audio recording device.

6. Reproduce and distribute copies of minutes within five working days after each meeting:

a. To participants in the meeting.

b. To parties affected by decisions made at the meeting.

B. Representatives of contractors, subcontractors and suppliers attending meetings shall be qualified and authorized to act on behalf of the entity each represents.

C. The Contractor shall attend meetings to ascertain that work is executed consistent with Contract Documents and construction schedules.

1.02 RELATED SECTIONS

A. Section 01310 - Construction Schedules.

B. Section 01340 - Shop Drawings, Working Drawings, and Samples.

C. Section 01720 - Project Record Documents.

D. Other Sections as applicable.

1.03 PRECONSTRUCTION MEETING

A. Schedule a preconstruction meeting no later than 15 days after date of Notice to Proceed.

B. Location: A central site, convenient for all parties designated by the Owner.

C. Attendance:

1. Owner's Representative.

2. Engineer and his Professional Consultants.

3. Resident Project Representative.

4. Contractor's Superintendent.

5. Major Subcontractors.

6. Major Suppliers.

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7. Utilities.

8. Others as appropriate.

D. Suggested Agenda:

1. Distribution and discussion of:

a. List of major subcontractors and suppliers.

b. Projected Construction Schedule.

2. Critical work sequencing/critical path scheduling.

3. Major equipment deliveries and priorities.

4. Project Coordination.

a. Designation of responsible personnel.

5. Procedures and processing of:

a. Field decisions.

b. Proposal requests.

c. Submittals.

d. Change Orders.

e. Applications for Payments.

6. Adequacy of Distribution of Contract Documents.

7. Procedures for maintaining Record Documents.

8. Use of Premises:

a. Office, Work and Storage Areas.

b. Owner's Requirements.

9. Construction facilities, controls and construction aids.

10. Temporary Utilities.

1.04 PROGRESS MEETINGS

A. Schedule regular periodic meetings. The progress meetings will be held as required by progress of the work.

B. Hold called meetings as required by progress of the work.

C. Location of the meetings: Project field office of the Contractor or Engineer.

D. Attendance:

1. Engineer, and his professional consultants as needed.

2. Subcontractors as appropriate to the agenda.

3. Suppliers as appropriate to the agenda.

4. Others as appropriate.

E. Suggested Agenda:

1. Review, approval of minutes of previous meeting.

2. Review of work progress since previous meeting.

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3. Field observations, problems and conflicts.

4. Problems which impede Construction Schedule.

5. Review of off site fabrication, delivery schedule.

6. Corrective measures and procedures to regain projected schedule.

7. Revisions to Construction Schedule.

8. Progress, schedule, during succeeding work period.

9. Coordination of schedules.

10. Review submittal schedules; expedite as required.

11. Maintenance of quality standards.

12. Pending changes and substitutions.

13. Review proposed changes for:

a. Effect on Construction Schedule and on a completion date.

b. Effect on other contracts of the Project.

14. Other…