Technical_Specifications_2.pdf

TECHNICAL SPECIFICATIONS

For

PUMP STATION 182 REPLACEMENT

(County PID.: 005221A)

PREPARED FOR:

PINELLAS COUNTY ENGINEERING DIVISION

14 SOUTH FORT HARRISON AVENUE

CLEARWATER, FL 33756

PREPARED BY:

PENNONI, INC.

401 3RD ST SW,

WINTER HAVEN, FL 33880

CONFORMED

May 2024

CERTIFICATION BY PROJECT PROFESSIONAL

(Continued)

Project:

Pinellas County PS182 Rehabilitation

STEVEN L. ELIAS, P.E.

FL Registration No. 50734

PENNONI ASSOCIATES INC.

Signature, Seal & Date

Areas of responsibility for the above Engineer are limited to listed specification items except as annotated in the Project Manual Table of Contents as follows:

(Division 40) INSTRUMENTATION ENGINEER (Divisions 26 and 48) ELECTRICAL ENGINEER

CERTIFICATION BY PROJECT PROFESSIONAL

(Continued)

Project:

Pinellas County PS182 Rehabilitation

JAMES L. HALL, P.E.

FL Registration No. 65556

PENNONI ASSOCIATES INC.

Signature, Seal & Date

Areas of responsibility for the above Engineer are limited to specification items annotated in the Project Manual Table of Contents as follows:

(Division 40) INSTRUMENTATION ENGINEER (Divisions 26 and 48) ELECTRICAL ENGINEER

TABLE OF CONTENTS

05/07/24 1 PC-005221A

PROJECT MANUAL

PS182 STATION REHAB PID 005221A

PNELS22013

Division Section Title

PROCUREMENT AND CONTRACTING DOCUMENTS GROUP

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 75 00 SPECIAL PROVISIONS AND SUPPLEMENTAL TECHNICAL SPECIFICATIONS

SPECIFICATIONS GROUP

General Requirements Subgroup

DIVISION 01 - GENERAL REQUIREMENTS

01 00 00 GENERAL REQUIREMENTS (S)

01 10 00 01 20 01

SUMMARY (S)

MEASUREMENT AND PAYMENT (S)

01 32 33 01 33 00

COLOR AUDIO-VISUAL CONSTRUCTION RECORDS

SUBMITTAL PROCEDURES (S)

01 35 00 SPECIAL PROJECT PROCEDURES

01 42 01 REFERENCE STANDARDS AND DEFINITIONS

01 45 17 PIPELINE PRESSURE AND LEAKAGE TESTING REQUIREMENTS

01 55 26 TRAFFIC REGULATION

01 57 00 CONTROL OF WORK

01 57 13 EROSION AND SEDIMENTATION CONTROL

01 58 01 01 77 00

PROJECT IDENTIFICATION SIGNS

CLOSEOUT PROCEDURES (S)

01 78 39 01 90 00 01 95 00

PROJECT RECORD DOCUMENTS

WARRANTIES AND BONDS (S)

ONE (1) YEAR WARRANTY WORK (S)

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Facility Construction Subgroup

DIVISION 03 CONCRETE

03 10 01 03 60 00 03 90 00

CONCRETE MATERIALS

GROUTING (S)

LEAK TEST (S)

DIVISION 05 METALS

05 52 10 05 53 10

ALUMINUM HANDRAILS AND RAILINGS (S)

ALUMINUM GRATING (S)

DIVISION 09 - FINISHES

09 91 00 PAINTING AND PROTECTIVE COATINGS

Facilities Services Subgroup

DIVISION 26 - ELECTRICAL

26 09 23 VARIABLE FREQUENCY DRIVES (S)

26 13 50 BOXES AND FITTINGS (S)

26 17 00 CIRCUIT AND MOTOR DISCONNECTS (S)

26 19 00 26 36 00 26 45 20 26 47 00 26 60 01 26 60 02

SUPPORTING DEVICES (S)

TRANSFER SWITCHES (S)

GROUNDING (S)

LIGHTING AND APPLIANCE BRANCH CIRCUIT LOAD CENTERS (S)

GENERAL ELECTRICAL REQUIREMENTS (S)

BASIC MATERIALS AND METHODS (S)

Site and Infrastructure Subgroup

DIVISION 31 - EARTHWORK

31 23 33 EXCAVATION AND BACKFILL FOR PIPES

31 23 34 EXCAVATION AND BACKFILL FOR STRUCTURES

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 12 01 32 13 01 32 31 13

STABILIZED AND ASPHALT ROADWAY RESTORATION

CONCRETE SIDEWALKS, WALKWAYS, and GUTTERS

CHAIN LINK FENCES AND MOTORIZED GATES (S)

32 92 01 SEEDING AND SODDING

DIVISION 33 UTILITIES

33 32 00 33 32 13

SUBMERSIBLE WASTEWATER PUMPING STATIONS

FIBERGLASS WETWELL LINER

33 33 01 GRAVITY SEWERS

33 34 00 SANITARY SEWAGE FORCE MAINS AND APPURTENANCES

33 53 00 ODOR CONTROL SYSTEM (S)

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DIVISION 40 PROCESS INTEGRATION

40 05 00 COMMON WORK RESULTS FOR PROCESS INTEGRATION (S)

40 60 01 SEQUENCES OF OPERATION (S)

40 78 56 ISOLATORS INTRINSICALLY SAFE BARRIERS AND SURGE SUPPRESSORS (S)

40 91 23.36 LEVEL PROCESS MEASUREMENT DEVICES(S)

40 94 00 DIGITAL PROCESS CONTROLLERS (S)

40 94 43 40 94 44

PLC AND SCADA EQUIPMENT (S)

PLC AND SCADA INPUT AND OUTPUT LIST (S)

40 95 01 40 95 13 40 97 20

WASTEWATER PUMP STATION SCADA REMOTE TELEMTRY UNIT (RTU)

PROCESS CONTROL PANELS AND HARDWARE (S)

FLOW PROCESS MEASURMENT DEVICES (S)

DIVISION 48 ELECTRICAL POWER GENERATION

48 11 30 STANDBY DIESEL GENERATORS

APPENDIX A PINELLAS COUNTY MATERIAL SPECIFICATION MANUAL

END OF TABLE OF CONTENTS

NOTE: THIS TABLE OF CONTENTS IS FOR CONVENIENCE ONLY. ITS ACCURACY IS NOT

GUARANTEED AND IS NOT TO BE CONSIDERED AS PART OF THE CONTRACT DOCUMENTS.

NOTE: THE SUPPLEMENTAL TECHNICAL SPECIFICATIONS PRESENTED HEREIN ARE PROJECT

SPECIFIC, ARE ONLY RELATED TO THIS PROJECT AND ARE NOT PART OF THE PINELLAS COUNTY STANDARD TECHNICAL SPECIFICATIONS (STS). ALL STS WILL BE DESIGNATED AS SUCH IN LOWER

RIGHT HAND CORNER OF DOCUMENT BY PINELLAS COUNTY-STS. ALL SUPPLEMENTAL TECHNICAL

SPECIFICATIONS WILL HAVE A (S) DESIGNATION FOLLOWING THE SECTION TITLE IN THE TABLE OF

CONTENTS AND EACH SPECIFICATION WILL BE DESIGNATED IN LOWER RIGHT HAND CORNER AS

PCU-XXXX, WHERE XXXX DESIGNATES THE SPECIFIC PROJECT JOB NUMBER

Special Provisions and Supplemental Technical Specifications

00 75 00-1 05/07/24 PC-005221A

1 SECTION 00 75 00

3 SPECIAL PROVISIONS AND SUPPLEMENTAL TECHNICAL SPECIFICATIONS

5 These Special Provisions provide additional information and modify the Pinellas 6 County Standard Technical Specifications (PC-STS) for Utilities Construction.

7 Unless noted herein, all conditions of the (STS) apply.

9 ARTICLE SP-1 SUMMARY OF WORK

11 The project consists of the rehabilitation and replacement of an existing quadplex 12 Pumping Station (PS) 182 located at 14199 North Bay Shore Drive, Madeira 13 Beach, FL 33708. The quadplex system will be replaced with a triplex pump 14 system, manifold piping is to be brought aboveground, and the fiberglass wetwell 15 liner and concrete lid will be replaced.

17 ARTICLE SP-2 SPECIAL PROVISIONS

19 ARTICLE SP-3 ADDITIONAL INFORMATION AND STUDIES

21 ARTICLE SP-4 SUPPLEMENTAL TECHNICAL SPECIFICATIONS.

23 Note: The Supplemental Technical 24 Specifications presented herein are project 25 specific, are only related to this project and are 26 not part of Pinellas County Standard Technical 27 Specifications (STS). All STS will be designated as such in 28 lower right hand corner of document by Pinellas County- 29 STS. All Supplemental Technical Specifications will have a 30 (S) designation following the section title in the Table of 31 Contents and each specification will be designated in lower 32 right hand corner as PCU-XXXX, where XXXX designates 33 the specific Project Job Number.

35 00 75 00 Special Provisions and Supplemental

Technical 36 Specifications (S) 37 01 00 00 General Requirements (S) 38 01 10 00 Summary (S) 39 01 20 01 Measurement and Payment (S) 40 01 29 00 Payment Procedures (S) 41 01 33 00 Submittal Procedures (S)

00 75 00-2 05/07/24 PC-005221A

43 Working hours: 7am to 6pm, Monday through Friday.

44 Saturday work requires verbal approval and a 24-hour

01 44 00 01 77 00 01 90 00 01 95 00

Schedule of Values Closeout Procedures (S) Warranties and Bonds (S) One (1) Year Warranty Work (S)

5 03 10 00 Formwork (S) 6 03 30 00 Cast-in-Place Concrete (S) 7 03 60 00 Grouting (S) 8 03 90 00 Leak Test (S) 9 09 91 00 Painting and Protective Coatings (S) 10 26 09 23 Variable Frequency Drives (S) 11 26 13 50 Boxes and Fittings (S) 12 26 17 00 Circuit and Motor Disconnects (S) 13 26 19 00 Supporting Devices (S) 14 26 36 00 Transfer Switches (S) 15 26 45 20 Grounding (S)

26 47 00 Lighting and Appliance Branch Circuit Load Centers (S)

18 26 60 01 General Electrical Requirements (S) 19 26 60 02 Basic Materials and Methods (S) 20 32 31 13 Chain Link Fences and Motorized Gates (S) 21 33 53 00 Odor Control System (S)

40 05 00 Common Work Results for Process Integration (S)

24 40 60 01 Sequences of Operation (S)

40 78 56 Isolators Intrinsically Safe Barriers and Surge Suppressors (S)

27 40 91 23.36 Level Process Measurement Devices (S) 28 40 94 00 Digital Process Controllers (S)

40 94 43 40 94 44 40 95 13 40 97 20

PLC and SCADA Equipment (S) PLC and SCADA Input and Output List (S) Process Control Panels and Hardware (S) Flow Process Measurement Devices

36 ARTICLE SP-5 MODIFICATIONS TO THE STANDARD TECHNICAL

37 SPECIFICATIONS

39 1. 01 57 00 Control of Work

41 A. Part 3 Execution, Add:

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1 notice. Sunday and holiday work requires written 2 approval. The Contractor shall make the request to 3 work weekends and/or holidays at least 24 hours in 4 advance. Weekday (M-F) overtime work acceptable if

5 the work performed does not require immediate

6 inspection and the County has granted approval

8 2. 01 35 00 Special Project Procedures

10 A. 1.03, Add:

11 L. Taking Existing Wastewater Gravity Systems Out of 12 Service

14 1. Existing wastewater gravity pipelines shall be 15 taken out of service when indicated on the 16 Construction Drawings. When lines are taken 17 out of service, backfill the line with flowable fill 18 (FDOT Standard Specifications for Road and 19 Bridge Construction Section 121) or grout if the 20 line is not removed.

22 2. Existing wastewater systems to be taken out 23 of service shall be plugged only upon approval 24 representative."

26 3. 33 22 00 Submersible Wastewater Pumping Stations 28 A. 2.02 D. Valves and Piping, 2., Revise to:

29 TripIex pump discharge lines shall be flanged 30 316 stainless-steel, schedule 40, (no flanged 31 adaptors will be accepted) jointed by a...

33 B. 2.02 E. Pump Station Control Panel Specifications, 3., 34 Revise to:

35 A MELTRIC #37-27-043 generator receptacle shall 36 be remoted mounted on the electrical rack as 37 shown on electrical plans. Mount receptacle in the 38 down position. Generator receptacle shall be 39 provided by the pump control panel manufacturer 40 and be installed by the contractor. Main circuit...

42 C. 2.02 E. Pump Station Control Panel Specifications, 5., 00 75 00-4 05/07/24 PC-005221A

1 Add:

2 Floats in wet well shall be routed through 3 intrinsically safe relays and shall be provided in an 4 intrinsically safe barrier.

6 D. 2.02 G. Wiring, 1., Revise to:

7 The pump station shall be factory wired for the 8 electric service to the central control panel and a 9 300 amp (sized as required) fusible disconnect...

11 4. 40 95 01 Wastewater Pump Stations SCADA Remote Telemetry Unit

13 A. 2.02 D., Revise to:

14 The RTU shall be configured to control three 15 pumps.

17 B. 2.07 A., 1. Inputs and Discrete Alarm Capabilities will be:, 18 Add:

19 Flow Meter Vault High Float

21 C. 2.07 A., 2. Analog lnput and/or Alarm Capabilities will be:, 22 Add:

23 Influent Flow #1 24 Influent Flow #2

00 75 00-5 05/07/24 PC-005221A

TECHNICAL SPECIFICATION CHECKLIST

1 Project Name: Pump Station 182 Replacement 2 Project Number: 005221A 5 The following sections of the Standard Technical Specifications will apply to this 6 below:

00 75 00 X Special Provisions and Supplemental Technical Specifications 01 32 33 X Color Audio-Video Construction Records 01 35 00 X Special Project Procedures 01 42 01 X Reference Standards and Definitions 01 45 17 X Pipeline Testing Requirements 01 55 26 X Traffic Regulation 01 57 00 X Control of Work 01 57 13 X Erosion and Sedimentation Control 01 58 01 X Project Identification Signs 01 78 39 X Project Record Documents 03 10 01 X Concrete Materials 09 91 00 X Painting and Protective Coatings 31 23 33 X Excavation and Backfill for Pipes 31 23 34 X Excavation and Backfill for Structures 32 1201 X Stablized and Asphalt Roadway Restoration 32 13 01 X Concrete Sidewalks, Driveways and Gutters 32 92 01 X Seeding and Sodding 33 01 31 Sanitary Sewer Cured in Place Pipelining 33 01 32 Sanitary Sewer Cleaning and Televising 33 01 33 Manhole Rehabilitation 33 01 34 Sanitary Sewer Pipe Repairs 33 01 35 Multi-Component Stress Panel Manhole Liner System 33 01 36 Urethane/Epoxy, Polyurea Manhole Liner System 33 01 37 Polyurethane Manhole Liner System 33 01 38 Polymorphic Resin Manhole Liner System 33 01 39 Calcium Aluminate Manhole Liner System 33 01 40 CIPP Structural Lateral Connection Lining System 33 05 20 Jacking and Boring 33 05 21 Horizontal Directional Drilling 33 05 22 Horizontal Directional Drilling - Subaqueous Crossings and Large Diameter Installations 33 11 01 Potable Water Main Piping and Appurtenances 33 13 01 Disinfection of Potable Water Mains

00 75 00-6 05/07/24 PC-005221A

1 END OF SECTION

33 32 00 X Submersible Wastewater Pumping Stations 33 33 01 Gravity Sewers 33 34 00 X Sanitary Sewage Force Mains and Appurtenances 33 35 01 Reclaimed Water Main Piping and Appurtenances 33 39 00 Sanitary Utility Sewerage Structures 40 95 01 X Wastewater Pump Station SCADA Remote Telemetry Unit (RTU) 48 11 30 X Standby Diesel Generators 13 34 19 Metal Building Systems

General Requirements

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SECTION 01 00 00

GENERAL REQUIREMENTS

PART 1 - GENERAL

1.1 SCOPE AND INTENT

A. Description: The work to be done consists of the furnishing of all labor, materials and equipment, and the performance of all work included in this Contract. The summary of the work is presented in Section 01 10 00.

B. Requirements Included:

1. The Contractor shall furnish all labor, superintendence, materials, plant, power, light, heat, fuel, water, tools, appliances, equipment, supplies, and other means of construction necessary or proper for performing and completing the work. He shall obtain and pay for all required permits. He shall perform and complete the work in the manner best calculated to promote rapid construction consistent with safety of life and property and to the satisfaction of the Owner, and in strict accordance with the Contract Documents. The Contractor shall clean up the work and maintain it during and after construction, until accepted and shall do all work and pay all costs incidental thereto. He shall repair or restore all structures and property that may be damaged or disturbed during performance of the work.

2. The cost of incidental work described in these General Requirements, for which there are no specific Contract Items, shall be considered as part of the general cost of doing the work and shall be included in the prices for the various Contract Items. No additional payment will be made therefore.

3. The Contractor shall provide and maintain such modern plant, tools, and equipment as may be necessary, in the opinion of the Engineer, to perform in a satisfactory and acceptable manner all the work required by this Contract. Only equipment of established reputation and proven efficiency shall be used. The Contractor shall be solely responsible for the adequacy of his workmanship, materials and equipment, prior approval of the Engineer notwithstanding.

C. Public Utility Installations and Structures:

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

2. The Contract Documents contain data relative to existing public utility installations and structures above and below the ground surface based on the

05/07/24 01 00 00-2 PC-005221A

most reliable data available to the Engineer. These data are not guaranteed as to their completeness or accuracy and it is the responsibility of the Contractor to make his own investigations to inform himself fully of the character, depth, condition and extent of all such installations and structures as may be encountered and as may affect the construction operations.

3. The Contractor shall protect all public utility installations and structures from damage during the work. Access across any buried public utility installation or structure shall be made only in such locations and by means approved by the Engineer. The Contractor shall so arrange his operations as to avoid any damage to these facilities. All required protective devices and construction shall be provided by the Contractor at his expense. All existing public utilities damaged by the Contractor which are shown on the Drawings or have been located in the field by the utility shall be repaired by the Contractor, at his expense, as directed by the Engineer. No separate payment shall be made for such protection or repairs to public utility installations or structures.

4. Public utility installations or structures owned or controlled by the Owner or other governmental body which are shown on the Drawings to be removed, relocated, replaced or rebuilt by the Contractor shall be considered as a 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.

5. Where public utility installations of structures owned or controlled by the Owner or other governmental body 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 Engineer, removal, relocation, replacement or rebuilding is necessary to complete the work under this Contract, such work shall be accomplished by the utility having jurisdiction, or such work may be ordered, in writing by the Engineer, for the Contractor to accomplish. 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. If such work is accomplished by the Contractor, it will be paid for as extra work as provided in the General Conditions.

6. The Contractor shall, at all times in performance of the work, employ approved methods and exercise reasonable care and skill so as to avoid unnecessary delay, injury, damage or destruction of public utility installations and structures;

and shall, at all times in the performance of the work, avoid unnecessary interference with, or interruption of public utility services, and shall cooperate fully with the owners thereof to that end.

7. All Owner and other governmental utility departments and other owners of public utilities which may be affected by the work will be informed in writing by the Owner within two weeks after the execution of the Contract or Contracts covering the work. Such notice will set out, in general, and direct attention to, the responsibilities of the Owner and other governmental utility departments and other owners of public utilities for such installations and structures as may be affected by the work and will be accompanied by one set of Drawings and Specifications covering the work under such Contract or Contracts.

8. In addition to the general notice given by Owner, the Contractor shall give written notice to Owner and other governmental utility departments and other owners of public utilities of the location of his proposed construction operations, at least

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forty-eight hours in advance of breaking ground in any area or on any unit of the work.

9. The maintenance, repair, removal, relocation or rebuilding of public utility installations and structures, when accomplished by the Contractor as herein provided, shall be done by methods approved by the Owners of such utilities.

1.2 CONTRACT DOCUMENTS (BIDDING AND CONTRACT DOCUMENTS AND

TECHNICAL SPECIFICATIONS) DRAWINGS AND PROJECT MANUAL

A. Drawings:

1. The Drawings referred to in the Contract Documents bear the general project name and number as shown in the Notice to Bidders (Advertisement).

2. When obtaining data and information from the Drawings, figures shall be used in preference to scaled dimensions, and large-scale drawings in preference to small scale drawings.

B. Copies Furnished to Contractor:

1. After the Contract has been executed, the Contractor will be furnished one (1) complete set of reproducible blackline drawings (24 inches by 36 inches) and one (1) copy of the Project Manual (Contract Requirements and Specifications) and all addenda.

2. The Contractor shall furnish each of the subcontractors, manufacturers, and material men such copies of the Contract Documents as may be required for their work. All copies of the Contract Documents shall be printed from the reproducible sets furnished to the Contractor. All costs of reproduction and printing shall be borne by the Contractor.

C. Supplementary Drawings:

1. When, in the opinion of the Engineer, it becomes necessary to explain more fully the work to be done or to illustrate the work further or to show any changes which may be required, drawings known as Supplementary Drawings, with specifications pertaining thereto, will be prepared by the Engineer and the Contractor will be furnished one (1) complete set of applicable reproducible blackline drawings (24 inches by 36 inches) and one (1) copy of the applicable Specifications.

2. The Supplementary Drawings shall be binding upon the Contractor with the same force as the Drawings. Where such Supplementary Drawings require either less or more than the estimated quantities of work, credit to the Owner or compensation therefore to the Contractor shall be subject to the terms of the Agreement.

D. Contractor to Check Drawings and Data:

1. The Contractor shall verify all dimensions, quantities and details shown on the Drawings, Supplementary Drawings, schedules, Specifications or other data received from the Engineer, and shall notify him of all errors, omissions, conflicts, 05/07/24 01 00 00-4 PC-005221A 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. He will not be allowed to take advantage of any errors or omissions, as full instructions will be furnished by the Engineer, should such errors or omissions be discovered.

2. All schedules are given for the convenience of the Engineer 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 quality of materials and equipment included in work to be done under the Contract.

E. Specifications: The Technical Specifications consist of three parts: General, Products, and Execution. The General Section contains General Requirements which govern the work. Products and Execution modify and supplement these by detailed requirements for the work and shall always govern whenever there appears to be a conflict.

F. 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 in either 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. 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. In the event of inconsistencies in the requirements of the Drawings and Specifications, the more expensive will be required.

1.3 MATERIALS

A. Manufacturer:

1. The names of proposed manufacturers, suppliers and dealers who are to furnish materials, fixtures, or other fittings shall be submitted to the Engineer for approval, as early as possible, to afford proper investigation and checking. Such approval must be obtained before Shop Drawings will be checked. No manufacturer will be approved for any materials to be furnished under this Contract unless he shall be of good reputation and have a plant of ample capacity. He shall, upon the request of the Engineer, be required to submit evidence that he has manufactured a similar product to the one specified and that it has been previously used for a like purpose for a sufficient length of time to demonstrate its satisfactory performance.

2. All transactions with the manufacturers or subcontractors shall be through the Contractor, unless the Contractor shall request, in writing to the Engineer, that the manufacturer or subcontractor deal directly with the Engineer. Any such

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

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

B. Delivery:

1. The Contractor shall deliver materials in ample quantities to insure the most speedy and uninterrupted progress of the work so as to complete the work within the allotted time.

2. The Contractor shall also coordinate deliveries in order to avoid delay in, or impediment of, the progress of the work of any related Contractor.

1.4 INSPECTION AND TESTING

A. General:

1. Inspection and testing of materials will be provided by the Contractor unless otherwise specified.

2. The inspection and testing shall be performed by a Florida licensed engineering/testing firm experienced in this type of work.

3. The Contractor shall notify the Engineer and Owner of the firms he intends to use. The Engineer or Owner may accept or reject the firm. If rejected, the process will begin anew.

4. For tests specified to be made by the Owner, the testing personnel shall make the necessary inspections and tests and the reports thereof shall be in such form as will facilitate checking to determine compliance with the Contract Documents.

Five copies of the reports shall be submitted, and authoritative certification thereof must be furnished to the Owner as a prerequisite for the acceptance of any material.

5. If, in the making of any test of any material, it is ascertained by the Owner that the material does not comply with the Contract Documents, the Contractor will be notified thereof and he will be directed to refrain from delivering said material, or to remove it promptly from the site or from the work and replace it with acceptable material, without cost to the Owner.

B. Costs:

1. All inspection and testing of materials furnished under this Contract will be provided by the Contractor, unless otherwise expressly specified.

2. Materials submitted by the Contractor as the equivalent to those specifically named in the Contract may be tested by the Contractor for compliance. The Contractor shall reimburse the Owner for the expenditures incurred in making such tests of materials which are rejected for non-compliance.

C. Inspection of Materials:

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1. 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 will arrange to have a representative present at such times during the manufacture as may be necessary to inspect the materials or he will notify the Contractor that the inspection will be made at a point other than the point of manufacture.

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

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

D. Certificate of Manufacture:

1. When inspection is waived or when the Owner so requires, the Contractor shall furnish to him authoritative evidence in the form of Certificate of Manufacture that the materials to be used in the work have been manufactured and tested in conformity with the Contract Documents.

2. These certificates shall be notarized and shall include copies of the results of physical tests and chemical analyses, where necessary, that have been made directly on the product or on similar products of the manufacturer.

E. Failure of Tests:

1. Any defects in the materials or their failure to meet the tests, guarantees or requirements of the Contract Documents shall be promptly corrected by the Contractor by replacements or otherwise. The decision of the Owner as to whether or not the Contractor has fulfilled his obligations under the Contract shall be final and conclusive.

2. If the Contractor fails to make these corrections or if the improved materials, when tested, shall again fail to meet the guarantees or specified requirements, the Owner, notwithstanding its partial payment for work, and materials, may reject the materials and may order the Contractor to remove them from the site at his own expense.

3. In case the Owner rejects any materials, then the Contractor shall replace the rejected materials within a reasonable time. If he fails to do so, the Owner may, after the expiration of a period of thirty (30) calendar days after giving him notice in writing, proceed to replace such rejected materials and the cost thereof shall be deducted from any compensation due or which may become due the Contractor under his Contract.

F. Final Inspection: During such final inspections, the work shall be clean and free from water. Thereafter all structures and pipes intended to hold water shall be filled with water and tested. In no case will the final estimate be prepared until the Contractor has complied with all requirements set forth and the Owner has made the final inspection with the Contractor of the entire work and is satisfied that the entire work is properly and satisfactorily constructed in accordance with the requirements of the Contract Documents.

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1.5 TEMPORARY STRUCTURES

A. Temporary Fences:

1. If, during the course of the work, it is necessary to remove or disturb any fence or part thereof, the Contractor shall provide a suitable temporary fence at his own expense.

2. The Engineer shall be solely responsible for the determination of the necessity for approving a temporary fence and the type of temporary fence to be used.

B. 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.

1.6 TEMPORARY SERVICES

A. Accident Prevention:

1. Precautions shall be exercised at all times for the protection of person and property. The safety provisions of applicable laws, as well as building and construction codes shall be observed.

2. The Contractor shall comply with the U.S. Department of Labor Safety and Health Regulations for construction promulgated under the Occupational Safety and Health Act of 1970 (PL 91-596), and under Section 107 of the contract Work Hours and Safety Standards Act (PL 9 1-54), except where state and local safety standards exceed the federal requirements and except where state safety standards have been approved by the Secretary of Labor in accordance with provisions of the Occupational Safety and Health Act, shall be complied with.

B. First Aid: The Contractor shall keep upon the site, at each location where work is in progress, a completely equipped first aid kit and shall provide ready access thereto at all times when men are employed on the work.

1.7 LINES AND GRADES

A. Grade:

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 Engineer. The full responsibility for keeping alignment and grade shall rest upon the Contractor.

2. The Engineer will establish bench marks and base line controlling points.

Reference marks for lines and grades as the work progresses will be located to cause as little inconvenience to the progression of the work as possible.

3. The Contractor shall so place excavation and other materials as to cause no inconvenience in the use of the reference marks provided. He shall remove any obstructions placed by him contrary to this provision.

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B. Surveys:

1. The Contractor shall furnish and maintain, at his own expense, stakes and other such materials for setting project control points.

2.

means as he may deem necessary and, before using them, shall call the

3. The Contractor shall, at his own expense, establish all working or construction by the Owner, and shall be solely responsible for the accuracy thereof. He shall, however, be subject to the check and review of the Owner.

C. Safeguarding Marks:

1. The Contractor shall safeguard all points, stakes, grade marks, monuments and bench marks made or established on the work, bear the cost of reestablishing them if disturbed, and bear the entire expense of rectifying work improperly installed due to not maintaining or protecting or to removing without authorization such established points, stakes and marks.

2. The Contractor shall safeguard all existing and known property corners, monuments and marks adjacent to but not related to the work and, if required, shall bear the cost of reestablishing them if disturbed or destroyed.

1.8 ADJACENT STRUCTURES AND LANDSCAPING

A. Responsibility:

1. The Contractor shall also be entirely responsible and liable for all damage or injury as a result of his operations to all other adjacent public and private property, structures of any kind and appurtenances thereto met with during the progress of the work.

2. The cost of protection, replacement in their original locations and conditions or payment of damages for injuries to such adjacent public and private property and structures affected by the work, whether or not shown on the Drawings, and the removal, relocation and reconstruction of such items called for on the Drawings or specified shall be included in the various Contract Items and no separate payments will be made therefore.

3. Where such public and private property, structures of any kind and appurtenances thereto are not shown on the Drawings and when, in the opinion to avoid interference with the work, payment therefore will be made as provided for extra work in the General Conditions.

4. Contractor is expressly advised that the protection of buildings, structures, tunnels, tanks, pipelines, etc. and related work adjacent and in the vicinity of his operations, wherever they may be, is solely his responsibility.

5. Conditional inspection of buildings or structures in the immediate vicinity of the project which may reasonably be expected to be affected by the Work shall be performed by and be the responsibility of the Contractor.

6. Contractor shall, before starting operations, make an examination of the interior and exterior of the adjacent structures, buildings, facilities, etc., and record by

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notes, measurements, photographs, etc., conditions which might be aggravated by open excavation and construction. Repairs or replacement of all conditions disturbed by the construction shall be made to the satisfaction of the Owner. This does not preclude conforming to the requirements of the insurance underwriters.

Copies of surveys, photographs, reports, etc., shall be given to the Owner.

7. Prior to the beginning of any excavations, the Contractor shall advise the Owner of all buildings or structures on which he intends to perform work or which performance of the project work will affect.

B. Protection of Trees:

1. All trees and shrubs outside the construction area shall be adequately protected by the Contractor with boxes or otherwise and in accordance with ordinances governing the protection of trees. No excavated materials shall be placed so as to injure such trees or shrubs. Trees or shrubs destroyed by negligence of the Contractor or his employees shall be replaced by him with new stock of similar size and age, at its proper season and at the sole expense of the Contractor.

2. Beneath trees or other surface structures, where possible, pipelines may be built in short tunnels, backfilled with excavated materials, except as otherwise specified, or the trees or structures carefully supported and protected from damage.

3. The Owner may order the Contractor, for the convenience of the Owner, to remove trees along the line or trench excavation. If so ordered the Owner will obtain any permits required for removal of trees.

C. Lawn Areas: Lawn areas shall be left in as good of condition as before the starting of the work. Where sod is to be removed, it shall be carefully removed, and later replaced, or the area where sod has been removed shall be restored with new sod in the manner described in the Workmanship and Materials section.

1. Any fence, or part thereof that is damaged or removed during the course of the work shall be replaced or repaired by the Contractor and shall be left in as good a condition as before the starting of the work.

2. The manner in which the fence is repaired or replaced and the materials used in such work shall be subject to the approval of the Owner.

3. The cost of all labor, materials, equipment, and work for the replacement or repair of any fence 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.

1.9 PROTECTION OF WORK AND PUBLIC

A. Barriers and Lights:

1. During the prosecution of the work, the Contractor shall put up and maintain at all times such barriers and lights as will effectually prevent accidents.

2.

obstructions to the normal traffic or constitutes in any way a hazard to the public.

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B. Smoke Prevention: Strict compliance with ordinances regulating the production and emission of smoke will be required.

C. Noise:

1. The Contractor shall eliminate noise to as great an extent as practicable at all times. Air compressing plants shall be equipped with silencers and the exhaust of all gasoline motors or other power equipment shall be provided with mufflers.

2. In the vicinity of hospitals and schools, special care shall be used to avoid noise or other nuisances. The Contractor shall strictly observe all local regulations and ordinances covering noise control.

3. Except in the event of an emergency, no work shall be done between the hours of 5:00 p.m. and 7:00 a.m., Monday through Friday and on Saturdays, Sundays and legal holidays without written permission of the Owner. If the proper and efficient prosecution of the work requires operations during the night, the written permission of the Owner shall be obtained before starting such items of the work.

D. Access to Public Services: Neither the materials excavated nor the materials or plant used in the construction of the work shall be so placed as to prevent free access to all fire hydrants, valves and manholes.

E. Dust Prevention: The Contractor shall prevent dust nuisance from his operations or from traffic by keeping the roads and/or construction areas sprinkled with water at all times.

1.10 CUTTING AND PATCHING

A. The Contractor shall do all cutting, fitting or patching of his portion of the work that may be required to make the several parts thereof join and coordinate in a manner satisfactory to the Engineer and in accordance with the Drawings and Specifications.

B. The work must be done by competent workmen skilled in the trade required by the restoration.

1.11 CLEANING

A. During Construction:

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

2. The Contractor shall remove from the site all of his surplus materials and temporary structures when no further need therefore develops. Contractor shall be responsible and liable for all spillage and incur all associated costs including, but not limited to, costs related to repair and maintenance resulting from damages thereof.

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B. Final Cleaning:

1. At the conclusion of the work, all erection plant, tools, temporary structures and materials belonging to the Contractor shall be promptly taken away, and he shall remove and promptly dispose of all water, dirt, rubbish or any other foreign substances.

2. The Contractor shall thoroughly clean all materials installed by him and shall deliver such materials undamaged in a bright, clean, polished and new operation condition.

1.12 MISCELLANEOUS

A. Protection Against Siltation and Bank Erosion:

1. The Contractor shall arrange his operations and construct erosion control devices to minimize siltation and bank erosion on construction sites and on existing or proposed water course and drainage ditches.

2. The Contractor, at his own expense, shall remove any siltation deposits and correct any erosion problems as directed by the Owner which results from his construction operations.

B. Protection of Wetland Areas:

1. The Contractor shall not disturb any wetlands.

2. The Contractor shall properly dispose of all surplus material, including soil, in accordance with Local, State and Federal regulations.

3. Under no circumstances shall surplus material be disposed of in wetland areas as defined by the Florida Department of Environmental Protection.

C. Existing Facilities: The work shall be so conducted to maintain existing facilities in operation insofar as is possible. Requirements and schedules of operations for maintaining existing facilities in service during construction shall be as described in the Specific Provisions.

D. Use of Chemicals: All chemicals used during project construction or furnished for project operation, whether herbicide, pesticide, disinfection, polymer, reactant, or of other classification, must show approval of either EPA or USDA. Use of all such chemicals and disposal of residues shall be in strict conformance with instructions.

E. Cooperation with Other Contractors and Forces:

1. During progress of work under this Contract, it may be necessary for other contractors and persons employed by the Owner to work in or about the project.

2. The Owner reserves the right to put such other contractors to work and to afford such access to the site of the Work to be performed hereunder at such times as the Owner deems proper.

3. The Contractor shall not impede or interfere with the work of such other contractors engaged in or about the Work and shall so arrange and conduct his

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work that such other contractors may complete their work at the earliest date possible.

F. Construction shall be conducted and shall result in construction of the improvements of this project in full accordance with the conditions of the permits granted for the project.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION (Not Used)

END OF SECTION

SUMMARY

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SECTION 01 10 00

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section Includes:

1. Project information.

2. Work covered by Contract Documents.

3. Access to site.

4. Coordination with occupants.

5. Work restrictions.

6. Specification and Drawing conventions.

7. Miscellaneous provisions.

B. Related Requirements:

1. Section 01 00 00 "General Requirements" for furnishing of all labor, materials and equipment, and the performance of all work included in this Contract.

1.3 PROJECT INFORMATION

A. Project Identification: PS182 Rehab PC-005221A (PNELS22013).

1. Project Location: North 14199 Bayshore Drive, Madeira Beach, FL 33708 at the intersection of N Bayshore Drive and 142nd Ave.

B. Owner: Pinellas County.

1. Owner's Representative: William Peters, Construction Administrator, Project Manager (727) 464-8435.

C. Engineer: Pennoni.

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1.4 DESCRIPTION OF WORK

A. This contract is for the Contractor related permitting, construction, testing, start-up, and warranty work and other work related to the Project as shown on the Drawings and described in the Specifications. A summary of the work to be performed is described in the Invitation to Bid.

B. Contractor acknowledges the location of existing piping shown on the drawings may vary from the existing conditions shown on the drawings, and the contractor shall be required to make reasonable deviations from the design to construct a fully operational system as intended by the design. Contractor shall perform these types of design modifications at no additional cost to the owner for similar construction work efforts.

1.5 WORK BY OWNER

A. Owner will contract with Engineer (Pennoni) to provide Construction Engineering and periodic construction observation services.

1.6 WORK BY CONTRACTOR

A. The Contractor shall furnish all labor, materials, equipment, tools, services and incidentals reasonably necessary to complete all of the work required as shown on the details and specified.

B. The Contractor shall complete the work, in place, ready for continuous service, and shall include repairs, testing, disinfection, building permit, cleanup, replacements, and restoration required as a result of damages caused during construction.

C. All material, equipment, skills, tools and labor which is reasonably and properly inferable and necessary for the proper completion of the work, in a substantial manner and in compliance with the requirements stated or implied by the Specifications or Details, shall be furnished and installed by the Contractor without additional compensation, whether specifically indicated in the Contract Documents or not.

D. The Contractor shall comply with all municipal, county, state, federal laws, rules, guidelines, and codes which are applicable to the work.

E. The Contractor shall pay for all retesting as a result of the original test samples failing to meet the specification requirements.

F. The Contractor shall have a superintendent on site at all times work is being performed by the Contractor or subcontractors. The superintendent does not have to be on site during the maintenance of the Contractor's equipment.

G. Contractor may obtain water from the Owner at the Owner's standard rate of charges.

Contractor to obtain flow meter from Owner. Contractor to provide an approved backflow preventer and all piping required to utilize the water.

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H. Contractor shall not employ any subcontractors against whom the Owner or Engineer may have reasonable objection. The name, address and experience of proposed subcontractors shall be submitted by the Contractor to Engineer for Engineer's review prior to any work being performed by the subcontractor.

1.7 ACCESS TO SITE

A. Work Restrictions, General: Comply with restrictions on construction operations.

1. Comply with limitations on use of public streets and with other requirements of authorities having jurisdiction.

B. Access to Site: Limited to public rights-of-way.

C. Working Period: On site work by Contractor is limited to 7:00 A.M. to 5:00 P.M., Monday through Friday, excluding holidays such as July 4th, Independence Day, Labor Day, Thanksgiving Day and following Friday, Christmas Day, and New Year's Day. If the Contractor desires to work during time outside the Working Period, prior written permission of Owner must be obtained, and if Owner grants permission, Contractor must pay all Owner's associated costs, such as engineering, observation, and testing.

D. Utility Outages and Shutdown: Prior approval by Owner and minimized in duration.

E. Safety Precautions: Smoking only in designated areas as approved by Owner and Engineer.

F. 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.

1.8 SITE CONDITIONS

A. The Contractor shall be responsible for having determined to his satisfaction, prior to the submission of his Bid, the conformation of the ground, the character and quality of the substrate, the types and quantities of materials to be encountered, the nature of the ground water conditions, the execution of the work, the general and local conditions and all other matters which can, in any way, affect the work under this Contract. No claim for extras based on substrate or ground water table conditions will be allowed.

1.9 SPECIFICATION AND DRAWING CONVENTIONS

A. Specification Content:

1. Specification requirements are to be performed by Contractor unless specifically stated otherwise.

B. Division 01 General Requirements: Requirements of Sections in Division 01 apply to the Work of all Sections in the Specifications.

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1.10 WORK SEQUENCE

A. The Contractor shall establish his work sequence based on the use of personnel to facilitate completion of design, permitting, construction, and testing within the specified Contract Time

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION (Not Used)

MEASUREMENT AND PAYMENT

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SECTION 01 20 01

PART 1 GENERAL

1.1 PAYMENTS

A. Payments to the Contractor shall be made on the basis of the Bid Items as full and complete payment for furnishing all Material, labor, tools and equipment, and for performing all operations necessary to complete the Work included in the Contract Documents.