TECHNICAL SPECIFICATIONS

82nd Avenue & 113th Street Water Main Improvements (Project Number 006170A)

PREPARED FOR:

PINELLAS COUNTY UTILITIES

14 South Fort Harrison Avenue

Clearwater, Florida 33756

PREPARED BY:

CHA CONSULTING, INC.

2502 North Rocky Point Drive

Suite 145 Tampa, Florida 33607

100% DESIGN

AUGUST 2026

CHA PROJECT NUMBER 084438

Project No: 006170A Revision: 0

Project Title:

82nd Avenue & 113th Street Water Main Improvements Project

Page: 5

Specification Title: TECHNICAL SPECIFICATIONS CERTIFICATIONS Date: 8/2026

CERTIFICATION PAGE

CHA Consulting, Inc.

2502 North Rocky Point Drive, Suite 145 Tampa, FL 33607 Phone: (813) 549-0919 Florida Certificate of Authorization No. 28386

The Engineer noted below is responsible for all the 82nd Avenue & 113th Street Water Main Improvements Project specifications

Emily Williamson, State of Florida, Professional Engineer, License No. 93264

This item has been digitally signed and sealed by Emily Williamson on the date adjacent to the seal.

Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

THIS PAGE LEFT BLANK INTENTIONALLY

TABLE OF CONTENTS

6/4/2018 TOC-1 PC-STS

DIVISION 00- PROCUREMENT AND CONTRACTING REQUIREMENTS

00 75 00 Special Provisions and Supplemental Technical Specifications

DIVISION 01- GENERAL REQUIREMENTS

01 20 01 Measures and Payment (S)

01 31 13 Coordination (S)

01 32 16 Construction Progress Schedule (S)

01 32 33 Color Audio-Video Construction Records

01 33 00 Submittals (S)

01 35 00 Special Project Procedures

01 37 00 Schedule of Values (S)

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 Project Identification Signs

01 66 00 Product Storage and Handling (S)

01 78 39 Project Record Documents

DIVISION 02- EXISTING CONDITIONS (NOT USED)

DIVISION 03- CONCRETE

03 10 01 Concrete Materials

DIVISION 04- MASONRY (NOT USED)

DIVISION 05- METALS (NOT USED)

DIVISION 06- WOOD, PLASTICS, AND COMPOSITES (NOT USED)

6/4/2018 TOC-2 PC-STS

DIVISION 07- THERMAL AND MOISTURE PROTECTION (NOT USED)

DIVISION 08- OPENINGS (NOT USED)

DIVISION 09- FINISHES (NOT USED)

DIVISION 10- SPECIALTIES (NOT USED)

DIVISION 11- EQUIPMENT (NOT USED)

DIVISION 12- FURNISHINGS (NOT USED)

DIVISION 13- SPECIAL CONSTRUCTION (NOT USED)

DIVISION 14- CONVEYING EQUIPMENT (NOT USED)

DIVISION 21- FIRE SUPPRESSION (NOT USED)

DIVISION 22- PLUMBING (NOT USED)

DIVISION 23- HEADING, VENTILATING, AND AIR CONDITIONING (HVAC) (NOT USED)

DIVISION 25- INTEGRATED AUTOMATION (NOT USED)

DIVISION 26- ELECTRICAL (NOT USED)

DIVISION 27- COMMUNICATION (NOT USED)

DIVISION 28- ELECTRONIC SAFETY AND SECURITY (NOT USED)

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 Stabilized and Asphalt Roadway Restoration

32 13 01 Concrete Sidewalks, Driveways, and Gutters

32 92 01 Seeding and Sodding

DIVISION 33- UTILITIES

33 05 22 Horizontal Directional Drilling

6/4/2018 TOC-3 PC-STS

33 11 01 Potable Water Main Piping and Appurtenances

33 13 01 Disinfection of Potable Water Mains

33 32 02 Wet Tapping and Line Stops (S)

DIVISION 34- TRANSPORTATION (NOT USED)

DIVISION 35- WATERWAY AND MARINE CONSTRUCTION (NOT USED)

DIVISION 40- PROCESS INTEGRATION (NOT USED)

DIVISION 41- MATERIAL PROCESSING AND HANDLING EQUIPMENT (NOT USED)

DIVISION 42- PROCESS HEATING, COOLING, AND DRYING EQUIPMENT (NOT USED)

DIVISION 43- PROCESS GAS AND LIQUID HANDLING, PURIFIATION, AND STORAGE

EQUIPMENT (NOT USED)

DIVISION 44- POLLUTION CONTROL EQUIPMENT (NOT USED)

DIVISION 45- INDUSTRY SPECIFICATION MANUFACTURING EQUIPMENT (NOT USED)

DIVISION 48- ELECTRICAL POWER GENERATION (NOT USED)

8/31/2026 PC- 006170A

SPECIAL PROVISIONS AND SUPPLEMENTAL TECHNICAL SPECIFICATIONS

00 75 00-1

SECTION 00 75 001

SPECIAL PROVISIONS AND SUPPLEMENTAL TECHNICAL SPECIFICATIONS3

These Special Provisions provide additional information and modify the Pinellas County5 Standard Technical Specifications (PC-STS) for Utilities Construction. Unless noted6 herein, all conditions of the (STS) apply.7

ARTICLE SP-1 SUMMARY OF WORK9

The work to be performed includes replacement of approximately 68011 LF of 6-inch water main to replace aging cast iron water mains, with12 installation methods including open cut and horizontal directional drill.13 The proposed area of work includes work along 113th Street from 84th14 Avenue to 82nd Avenue North. This work includes connections to the15 existing potable water distribution system, removal and replacement of16 fire hydrants, replacement of existing water services, installation of new17 gate valves and other appurtenances, and restoration of roads,18 sidewalks, driveways, landscaping, and other features disturbed by the19 construction of the water main.20

ARTICLE SP-2 SPECIAL PROVISIONS22

ARTICLE SP-3 ADDITIONAL INFORMATION AND STUDIES24

ARTICLE SP-4 SUPPLEMENTAL TECHNICAL SPECIFICAIONS26

Note: The Supplemental Technical Specifications presented herein28 are project specific, are only related to this project and are not part29 of Pinellas County Standard Technical Specifications (STS). All30 STS will be designated as such in lower right hand corner of31 document by Pinellas County-STS. All Supplemental Technical32 Specifications will have a (S) designation following the section title33 in the Table of Contents and each specification will be designated34 in lower right hand corner as PCU-006170A, where 006170A35 designates the specific Project Job Number.36

01 20 01 Measures and Payment (S)38 01 31 13 Coordination (S)39 01 31 19 Preconstruction and Progress Meetings (S)40 01 32 16 Construction Project Schedule (S)41 01 33 00 Submittals (S)42 01 37 00 Schedule of Values (S)43 01 66 00 Product Storage and Handling (S)44 33 32 02 Wet Tapping and Linestops (S)45

00 75 00-2

ARTICLE SP-5 MODIFICATIONS TO THE STANDARD TECHNICAL2

SPECIFICATIONS3

1. 01 35 00 SPECIAL PROJECT PROCEDURES5

A. PART 1- GENERAL , Revise;7

1.03 POTABLE WATER, RECLAIMED WATER, AND SANITARY9

SEWER SYSTEM CONSTRUCTION10

I. TAPS12

1. Taps for this work shall be provided by the Contractor and are14 subject to approval by the Engineer.15

2. Tapping Sleeve shall be of split mechanical joint design with17 separate end and side gaskets. The fitting shall be constructed of18 high strength steel, ASTM 283 Grade C, ASTM 285 Grade C,19 ASTM A36 or equal. The mechanical joint end dimensions shall20 conform to AWWA Standard C-110/C-111, ANSI 21.10/21.11.21 Split coupling designs are not acceptable. Tapping Sleeves shall22 be JCM 414 Mechanical Joint Tapping Sleeve or approved equal.23

2. 01 57 00 CONTROL OF WORK25

A. PART 1- GENERAL27

1.08 PROTECTION OF WORK AND PUBLIC, Add;29

H. ABOVEGROUND HAZARD31

1. Aboveground hazards are to be considered work32 areas during working hours and treated with appropriate33 work zone traffic control procedures. During nonworking34 hours, all objects, materials, and equipment that35 constitute an above ground hazard must be36 stored/placed outside the travel way and clear zone or37 be shielded by a barrier or crash cushion.38

2. The clear zone required for aboveground hazards39 within a work zone shall be dependent on the regulatory40 speed posted during construction.41

3. 31 23 33 EXCAVATION AND BACKFIL FOR PIPES43

A. PART 3- EXECUTION45

00 75 00-3

3.03 TRENCHES1

1. Section D - Backfill compaction for trenching within or across3 roadways or areas that shall be backfilled and compacted shall4 be as specified by the FDOT Specification Section 125-85 Backfilling6

4. 33 05 22 Horizontal Directional Drilling8

A. Part 1 – General9

1.06 QUALITY ASSURNCE; Add to 1.06B10

“Contractor shall have a minimum of 3 projects in the12 last 5 years where shallow directional drill, maintaining13 cover of 3 to 5 feet for over 400 linear feet, was utilized14 to install a water main 6-inch diameter and larger.”15

00 75 00-4

STANDARD TECHNICAL SPECIFICATION CHECKLIST1

Project Name: 86th Avenue Neighborhood Water Main Improvements2 Project Number: 006170A3

The following sections of the Standard Technical Specifications will apply to this5 contract if marked “X” as shown below:6 00 75 00 ☒ Special Provisions and Supplemental Technical Specifications 01 32 33 ☒ Color Audio- Video Construction Records 01 35 00 ☒ Special Project Procedures 01 42 01 ☒ Reference Standards and Definitions 01 45 17 ☒ Pipeline Testing Requirements 01 55 26 ☒ Traffic Regulation 01 57 00 ☒ Control of Work 01 57 13 ☒ Erosion and Sedimentation Control 01 58 01 ☒ Project Identification Signs 01 78 39 ☒ Project Record Documents 03 10 01 ☒ Concrete Materials 09 91 00 ☐ Painting and Protective Coatings 31 23 33 ☒ Excavation and Backfill for Pipes 31 23 34 ☒ Excavation and Backfill for Structures 32 12 01 ☒ Stabilized and Asphalt Roadway Restoration 32 13 01 ☒ Concrete Sidewalks, Driveways, and Gutters 32 92 01 ☒ 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 Liner System 33 01 38 ☐ Polymorphic Resin Manhole Liner System 33 05 20 ☐ Jacking and Boring 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 33 32 00 ☐ Submersible Wastewater Pumping Stations 33 33 01 ☐ Gravity Sewers 33 34 00 ☐ 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 ☐ Wastewater Pump Station SCADA Remote Telemetry Unit (RTU) 48 11 30 ☐ Standby Diesel Generators

END OF SECTION7

MEASURES AND PAYMENT

01 20 01-1

SECTION 01 20 011

MEASURES AND PAYMENT3

PART 1 – GENERAL5

1.01 SCOPE OF WORK7

A. Separate Payment will only be made for the items of work9 described herein and listed on the Bid Form. Any related work not10 specifically listed but required for satisfactory completion of the11 work shall be considered to be included in the scope of the12 appropriate listed work items unless specifically called out as a13 separate Pay Item. No separate payment will be made for the14 following items and the cost of such work shall be included in the15 applicable Pay Items or work:16

1. Safety Precautions18

2. Permitting19

3. Project Signs20

4. Maintenance of Service during Construction21

5. Coordination of utilities for relocations or support services22

(including relocations, removal, and replacement of ancillary23 appurtenances).24

6. Surveying25

7. Site Security26

8. Temporary Pavement, site cleanup and restoration27

9. Erosion protection/sediment control28

10. Dewatering29

11. Excavation and disposal of unsuitable trench material30

12. Excavation, including necessary pavement removal31

13. Sheeting, shoring, and/or dewatering if required32

14. Backfill materials33

15. Grading34

16. Cleanup and restoration35

17. Testing and placing system into operation36

18. Pipes, structures, pavement replacement, and/or37 appurtenances included within limits of lump sum work.38

19. Maintenance of existing lines, structures, and flow associated39 with repair and existing facilities40

20. Appurtenant work and materials required for a complete and41 operable system42

01 20 01-2

1.02 PAY ITEMS1

A. The prices included in the Schedule of Prices will be full4 compensation for all labor, materials, tools, equipment and5 incidentals, permit fees, bonds, taxes, mobilization/demobilization,6 insurance, overhead and profit, temporary access roads and7 facilities, and other miscellaneous costs necessary to complete the8 construction as shown on the Drawings and/or as specified in the9 Contract Documents to be performed under this Contract. Actual10 quantities of each item bid on a unit price basis will be determined11 upon completion of the construction in the manner set up for each12 item in this section of the specifications. Payment for all items listed13 in the Schedule of Prices will constitute full compensation for all work14 shown and/or specified and required to accomplish the intent of this15 Contract.16

B. The actual amounts of work done, and materials furnished18 under unit price items may differ from the estimated quantities. In19 some cases, a unit price item has been added to the bid schedule to20 establish a cost basis in the event work associated with that item is21 required. No guarantee is expressed or implied that the quantities22 shown in the bid schedule shall be required to fulfill the Contract.23

C. Pay Item #101-0100- Mobilization and Demobilization26

1. Description- The work specified in this item consists of the28 preparatory work and operations in mobilizing for beginning29 Work on the project including, but not limited to, bonds,30 insurance, permits, preconstruction audio-visual31 documentation, multiple operations necessary for the32 movement of personnel, equipment, project signs, supplies33 and incidentals to the project site, and for the establishment34 of field offices, storage sheds, safety equipment and first aid35 supplies, sanitary and other facilities, as required by these36 Specifications, and State and local laws and regulations; and37 any other preconstruction expense necessary for the start of38 the Work; construction schedules; shop drawings; temporary39 facilities; lay down/storage area; construction aids; erosion40 control; work associated with the Contractor support during41 Owner/Engineer reviews and inspection; re-inspections; and42 any re-work resulting from same. Payment for finalization of43 the project, including demobilization of personnel, equipment,44 supplies, and incidentals from the project site; project record45 documents; contract close-out documents; removal of field46

01 20 01-3 offices and storage; final site restoration; and clean-up, shall1 be made in accordance with the allowable payment2 percentages specified in the table below. The Contractor shall3 submit invoices substantiating the cost of mobilization with4 each pay request5

2. Measurement- Measurement of various items for this Pay7 item will not be made for payment and all items shall be8 included in the lump sum price.9

3. Payment- Payment for this item will be made at the lump sum11 price proportional to the completion percentages approved by12 the Engineer The Contractor shall provide a breakdown in13 sufficient measurable detail that is acceptable to the Engineer.14

The following Table shall apply:16

D. Pay Item #005-0900 – As-Built Survey26

1. Description – This pay item shall include the labor, equipment,28 and materials necessary for providing Final As-Built Drawings29 per specification 01 78 39 in DWG and PDF format and Other30 Record Documents, and in accordance to Public Works31 Specifications Reference 005-0900.32

2. Measurement: Measurement for this lump sum item will be33 based on the percentage of the total value of the work34 performed to date, proportioned to the original contract35 amount. This item shall include all areas of work36 encompassed by this project.37

3. Payment: Payment of the lump sum price shall be full38 compensation for furnishing all labor, materials, equipment39 and services necessary to provide as built information.40 Payment for this bid item will not be made until any review41

Percent of Original Contract Amount Earned (%)

Allowable Percent of the Lump Sum Price for Mobilization and Demobilization (*)

5 25

10 50

25 75

100 100

01 20 01-4 comments provided are addressed at the approval and1 acceptance of the Owner and Engineer.2

E. Pay Item # 104-1 - Prevention , Control and Abatement of4

Erosion & Water Pollution5

1. Description – This pay item shall include the labor, equipment,6 and materials necessary for providing necessary Prevention ,7 Control and Abatement of Erosion & Water Pollution. This8 shall include provision of and continual maintenance9 throughout the project of any necessary turbidity barriers, silt10 fencing, storm drain filters, and other necessary required11 measures throughout the project to comply with federal, state,12 and local requirements. The proposed work shall be in13 accordance to Public Works Specification Section 104.14

2. Measurement: Measurement for this lump sum item will be15 based on the percentage of the total value of the work16 performed to date, proportioned to the original contract17 amount. This item shall include all areas of work18 encompassed by this project.19

3. Payment: Payment of the lump sum price shall be full20 compensation for furnishing all labor, materials, equipment21 and services necessary to provide complete and properly22 compliant prevention, control, and abatement of erosion and23 water pollution. Payment for this bid item will not be made until24 any review comments provided are addressed at the approval25 and acceptance of the Owner and Engineer.26

F. Pay Item # 102-1000 – Maintenance of Traffic28

1. Description- This work consists of maintaining vehicular and30 pedestrian traffic within the limits of the project at each31 location specified for the duration of the construction period,32 including any temporary suspensions of the work. It shall33 include labor and equipment to furnish, install and maintain of34 traffic control and safety devices during construction; It shall35 include the construction and maintenance of any necessary36 detour facilities; providing necessary facilities for access to37 residences, businesses, pedestrian traffic, schools, etc., and38 any other special requirements for safe and expeditious39 movement of traffic as may be called for on the MOT plan.40 The term, Maintenance of Traffic, shall include all of such41 facilities, devices and operations as are required for the safety42 and convenience of the public, as well as for minimizing public43 nuisance. The Contractor, however, shall not obstruct nor44 create a hazard to any traffic during the performance of the45 work and shall be responsible for repair of any damage to46

01 20 01-5 existing pavement or facilities caused by his operations.1 Traffic Control Devices include all types of barricades, arrow2 boards, variable message boards, signs, temporary pavement3 markers, lights, concrete barriers and permanent striping. All4 travel, equipment, labor, overhead or any other associated5 expenses in transportation and setting up the MOT will be6 included in the price. All MOT line items for Multi-Lane work7 shall include all costs for items associated with the appropriate8 FDOT Index (no separate payment for signs, barricades, etc.9 included with index will be allowed). Proposed works shall be10 in accordance to Public Works Specifications Section 102-11 1000.12

2. Measurement- The quantity of maintenance of traffic to be14 paid for under this item shall be based on the percentage of15 work installed which requires maintenance of traffic.16

3. Payment- Payment for maintenance of traffic shall be of the18 appropriate percentage of the lump sum price shall be full19 compensation for furnishing all labor, materials and20 equipment necessary to provide safe and effective21 maintenance of vehicular and pedestrian traffic including but22 not limited to preparation and submittal of a complete traffic23 control plan, temporary lanes, walks or drainage facilities,24 flagmen, signs, barrels, barricades, lights and other protective25 devices as necessary to meet FDOT standards and26 specifications at each location.27

G. Pay Item #110-0100 Clearing and Grubbing29

1. Description- The work included under this item consists of the31 removal and disposal of all structures, appurtenances,32 asphalt, concrete, curbs, walls, trees, roots, vegetation,33 boulders, conduits, poles, posts, pipes, inlets, brush, stumps,34 debris, and other obstructions resting on or protruding through35 the ground surface as necessary to prepare the area for36 construction. Clearing and grubbing shall be performed in37 accordance with Section 110 of the Public Works38 Specifications and the applicable requirements of the FDOT39 Standard Specifications. Unless otherwise specified in the40 Contract Documents, the Contractor shall take ownership of41 all removed materials and shall dispose of them off-site in42 accordance with all applicable local, state, and federal43 requirements.44

01 20 01-6

2. Measurement- Measurement for payment will not be made for1 individual components of the work. The quantity to be paid2 under this item shall be based on the Engineer's approved3 percentage of clearing and grubbing completed.4

3. Payment- Payment shall be made based on the approved6 percentage of completion of the Work and shall constitute full7 compensation for furnishing all labor, materials, equipment,8 tools, hauling, disposal, grading, landscape trimming, and9 incidentals necessary to complete the clearing and grubbing10 work, including the removal and disposal of all existing11 materials, structures, and obstructions shown in the Contract12 Documents or required to facilitate construction.13

H. Abandoning Existing Water Main15

Pay Item # PW-331101-105-90604 – Disconnect & Plug 2” or 4” Pipe17 Pay Item # PW-331101-105-90608 – Disconnect & Plug 6” or 8” Pipe18 Pay Item #PW-331101-305-90608 - Remove Out of Service Pipe 6" or 8"19

1. Description- Measurement and Payment for all work included21 in this pay item shall be at the applicable unit price for each22 section of demo and/or disconnecting/grout filling and shall23 include all areas of work as it relates to the water evacuation,24 cursory pipe cleaning, disposal of contents, demolition,25 salvaging, removal, hauling and proper transport/disposal of26 items outlined within these Contract Documents.27

2. Measurement- The quantity to be paid for under this item shall29 be actual number of disconnections & plugs installed in30 addition to fittings as shown on the Contract drawings. The31 quantity for grouting shall be the actual cubic yards of grout32 installed to grout fill and abandon the existing water main as33 shown in the Contract drawings.34

3. Payment- The quantity to be paid under this item shall be paid36 at the applicable unit price for the pay item as indicated on the37 bid form.38

I. Water Main Installation (Inclusive of Fittings)40

Pay Item #PW-331101-304-06FP18 – 6” Open Cut PVC Pipe, C-900 DR1842

1. Description- Measurement and Payment shall be made for the44 actual length of pipe installed as measured horizontally above45 the centerline of the pipe and will represent full compensation46

01 20 01-7 for furnishing all labor, materials, and equipment required to1 complete the installation of the proposed pipeline as set forth2 in the contract documents including, but not limited to;3 clearing and grubbing (unless otherwise covered),4 dewatering, excavation, tree and landscaping protection,5 trimming or removal, sheeting, shoring and bracing (and/or6 trench box installation); dewatering, backfill, rough grading,7 compaction, sodding, landscape restoration, fencing removal8 and replacement, signage replacement, incidental9 concrete/asphalt removal, finish grading, sodding, flushing,10 cleaning, pressure testing, connection to existing water mains11 and cleanup. This item also includes all necessary fittings,12 reducers, bends, tees, wyes, caps, plugs, sleeves, restraining13 devices, locator plates, locate wire, marker balls, shock pads,14 street signage, and all other items incidental to the15 construction of the pipeline. All costs to furnish and install16 such items shall be included.17

2. Measurement- Payment for all work included in this Pay item19 shall be the actual number of linear feet of water main pipe of20 each size and type satisfactorily furnished and installed, as21 measured along the length of the centerline of the completed22 pipeline, regardless of the type joint required, without23 deduction for the length of valves and fittings.24

3. Payment- Payment for all work under this item shall be paid26 at the applicable unit price for Linear Feet (LF) of pipe installed27 and tested as indicated on the Bid Form.28

J. Tapping Valves30

Pay Item #PW-331101-312-0606TV 6" x 6" Tapping Sleeve Valve & Box32

1. Description- Measurement and Payment for all work included34 in this Pay item shall be at the applicable bid sum for each35 (EA) full body tapping sleeve as shown on the plans including36 installing the specified tapping sleeve, gaskets for dissimilar37 materials, bedding material, clearing and grubbing,38 excavation, sheeting, shoring, bracing, dewatering, backfill,39 placement and compaction of disturbed road base material,40 grading, temporary erosion control, testing, and all incidental41 and related work required to complete this item.42

2. Measurement- The quantity for payment shall be the actual44 number of specified full body tapping sleeves satisfactorily45

01 20 01-8 furnished, installed, and incorporated into the water main as1 specified in the Contract Drawings.2

3. Payment- The quantity to be paid for under each item shall be4 paid at the applicable unit price for each (EA) as indicated on5 the Bid Form.6

Pay Item #PW-331101-314-01SS - 1" Service Connection (Short Side)9

4. Description- Measurement and Payment for all work included11 in this Pay item shall be for full compensation for furnishing all12 labor, materials, equipment, removing, and installing each13 potable water service line including all service saddles,14 service tubing and accessories including casing, connections,15 fittings, reducers, taps, service saddle, corporation stops,16 meter box, curb stop, tracer wire, labor, machinery,17 construction equipment, excavation, roadway subbase and18 asphalt repair, driveway, sidewalk, concrete repair, sodding,19 adjusting/relocating, supporting, protecting or replacement of20 existing underground or aboveground utilities including21 associated utility coordination; bacteriological testing,22 disinfection, and necessary materials, work and equipment23 required to install a complete operable service connection.24 This bid item shall also include coordination with Pinellas25 County Utilities to procure and install new water meters as26 required.27

5. Measurement- Measurement will be for the actual number of29 potable water service lines of each size and type satisfactorily30 furnished, installed, maintained, and removed, as measured31 along the length of the centerline of the completed pipeline,32 regardless of the type joint required, without deduction for the33 length of valves and fittings.34

Payment- Payment shall be for the applicable unit price (EA)36 and shall be full compensation for furnishing all labor,37 materials and equipment to furnish and maintain temporary38 water service for all customers for the water main39 replacements identified in the Contract Drawings. This shall40 include but not be limited to all service saddle, service tubing41 and accessories including casing, connections, fittings,42 reducers, taps, service saddle, corporation stops, meter box,43 curb stop, tracer wire, labor, machinery, construction44 equipment, excavation, roadway subbase and asphalt repair,45 concrete repair, incidental sodding, adjusting/relocating,46

01 20 01-9 supporting, protecting or replacement of existing underground1 or aboveground utilities including associated utility2 coordination; bacteriological testing, disinfection, and3 necessary materials, work and equipment required to install a4 complete operable service connection.5

K. Pay Item #PW-331101-310-0002 - Fire Hydrant w/Valve7

1. Description- Measurement and Payment for all work included9 in this Pay item shall be for full compensation for furnishing all10 labor, materials, equipment, and installing each fire hydrant11 complete with tees, gate valves, fittings, and associated12 restraints, clearing and grubbing, excavation, sheeting,13 shoring and bracing, dewatering, backfill, compaction,14 grading, temporary erosion control, testing, and all incidental15 and related work required to complete this item. This bid item16 shall also include removal of the existing fire hydrant being17 replaced and/or added.18

2. Measurement- Measurement will be for the actual number of20 fire hydrant assemblies of the type specified, furnished, and21 installed for water service.22

3. Payment- Payment shall be for the applicable unit price (EA)24 and shall be full compensation for furnishing all labor,25 materials, and equipment for installing the fire hydrant26 assembly, complete, as shown on the drawings, including but27 not limited to piping, fittings, restraints, gate valve with valve28 box, concrete collar, #57 stone, fire hydrant, clearing and29 grubbing, excavation, sheeting, shoring and bracing,30 dewatering, backfill, compaction, grading, temporary erosion31 control, testing, temporary restoration, clean up, and all other32 items incidental to the complete installation of the fire hydrant33 assembly. This shall also include the removal and proper34 disposal of existing fire hydrants.35

L. Pay Item #PW-331101-309-02ARIL - 2" Air Release37

Assembly Above Grade38

1. Description: This pay item shall include full compensation for40 furnishing all labor, equipment materials, and installing each41 ARV, including but not limited to ARV, piping, valving, tapping42 saddle, above ground enclosure, bedding material, clearing43 and grubbing, excavation, bracing, shoring, sheeting,44 exploratory excavation, construction the specified protection45 of existing above ground and underground utilities and service46

01 20 01-10 connections; adjusting/relocating, supporting, protecting, or1 replacement of existing underground or aboveground utilities2 including associated utility coordination; signage removal and3 replacement; seeding and mulching, disposal of soil or other4 materials; hydrostatic testing; erosion control; concrete5 encasement; underdrain restoration and all other related and6 necessary materials, work and equipment required to7 construct a complete operable ARV assembly to complete the8 connections identified in the Contract Documents9

2. Measurement: Measurement for this pay item shall be the11 actual quantity of ARV assemblies satisfactorily removed,12 furnished, and installed.13

3. Payment: Payment of the lump sum price shall be full15 compensation for furnishing all labor, materials, equipment16 and services necessary to install an ARV as shown in the17 contract drawings.18

M. Pay Item #204-1092 – Roadway Base, Crushed20

Concrete/Graded Aggregate, Min. LBR 100, 12" Min.21 Thickness22

1. Description: This work shall only be performed when explicitly24 directed by the County Representative/CEI after surveying25 and coordination of works with the Ridgewood Sewer26 Improvements Project. The work specified under this pay item27 consists of the construction of roadway base utilizing crushed28 concrete, 12” minimum thick, on prepared subgrade, in29 conformity with the existing lines, grades, notes and typical30 cross sections shown in the Plans, and as directed by the31 Engineer. The construction of roadway base under this pay32 item must include the furnishing and application of a33 bituminous-material prime coat conforming to the34 requirements set forth in Section 3 of the Pinellas County,35 Florida, Specifications for Hot Bituminous Mixtures, Plant36 Methods, Equipment and Construction Methods, latest37 edition.38

2. Measurement: Measurement will be based on the actual40 number of square yards (SY) of roadway base constructed,41 tested, completed and approved.42

3. Payment: The quantity for payment shall be paid at the44 applicable unit price for square yards (SY) shall include all45 items and incidentals necessary to complete the base46

01 20 01-11 installation in accordance with the County requirements. This1 work shall only be performed when explicitly directed by the2 County Representative/CEI after surveying and coordination3 of works with the Ridgewood Sewer Improvements Project4

N. Pay Item# 334-3095-150 - Superpave Asphalt Concrete, Type6

SP 9.5, Fine, Traffic Level C, 1-1/2" Min. Thickness7

1. Description: This work shall only be performed when explicitly9 directed by the County Representative/CEI after surveying10 and coordination of works with the Ridgewood Sewer11 Improvements Project. The work consists of constructing of all12 asphaltic concrete surface course, including, but not limited13 to, quality assurance, general construction requirements, and14 acceptance procedures, existing pavement sawcutting,15 utilizing Superpave Asphaltic Concrete, Type SP-9.5, in16 accordance with the applicable provisions of the Pinellas17 County, Florida, "SPECIFICATIONS FOR HOT18

BITUMINOUS MIXTURES, PLANT METHODS,19

EQUIPMENT AND CONSTRUCTION METHODS", latest20 edition. Also included in this item is the furnishing and21 application of all required tack coats, pavement striping,22 replacement of any traffic loops, material testing and23 incidental work as shown on the Contract Drawings and as24 specified.25

2. Measurement: will be based on the actual number of square27 yards (SY) of asphaltic concrete Type SP 9.5 surface course28 installed at the specified depth, tested, completed and29 approved.30

3. Payment: The quantity for payment shall be paid at the32 applicable unit price for square yards (SY) shall include all33 items and incidentals necessary to complete the asphalt34 surface source installation in accordance with the County35 requirements. This work shall only be performed when36 explicitly directed by the County Representative/CEI after37 surveying and coordination of works with the Ridgewood38 Sewer Improvements Project39

O. Pay Item #520-2000-1000 - Curb & Gutter, Concrete, FDOT41

Type A42

1. Description- This work shall only be performed when explicitly44 directed by the County Representative/CEI after surveying45 and coordination of works with the Ridgewood Sewer46

01 20 01-12

Improvements Project. Measurement and payment for all1 work included in this pay item shall be for full compensation2 for all labor, materials and equipment for concrete curb and3 gutter installation, preparation of the surface, cast in place4 formwork, reinforcement, expansion joints, joint filler, joint5 seal, disposal of existing concrete and waste, grout repair and6 smoothing, material testing and incidental work as shown on7 the Contract Drawings and as specified.8

2. Measurement- The quantity for payment shall be based on the10 actual linear footage of concrete curb and gutter satisfactorily11 removed and replaced.12

3. Payment- The quantity to be paid for under this item shall be14 paid for actual linear footage of concrete curb and gutter15 removed and replaced as indicated on the Bid Form. This16 work shall only be performed when explicitly directed by the17 County Representative/CEI after surveying and coordination18 of works with the Ridgewood Sewer Improvements Project19

P. Pay Item # 522-0006 - Sidewalk, Concrete, 6" Min.21

Thickness22

1. Description- This work shall only be performed when explicitly24 directed by the County Representative/CEI after surveying25 and coordination of works with the Ridgewood Sewer26 Improvements Project. Measurement and payment for all27 work included in this pay item shall be for full compensation28 for all labor, materials and equipment for concrete sidewalk29 installation, preparation of the surface, install stabilization and30 base materials, compaction at specified lifts and to required31 densities, disposal of existing concrete and waste,32 reinforcement, finishing, detectable warning surfaces, ADA33 ramps, material testing and incidental work as shown on the34 Contract Drawings and as specified.35

2. Measurement- The quantity for payment shall be based on the37 actual square yard of concrete sidewalk satisfactorily38 removed and replaced.39

3. Payment- The quantity to be paid for under this item shall be41 paid for actual square yard of concrete sidewalk removed and42 replaced as indicated on the Bid Form. This work shall only43 be performed when explicitly directed by the County44 Representative/CEI after surveying and coordination of works45 with the Ridgewood Sewer Improvements Project.46

01 20 01-13

Q. Pay Item# 353-0100 - Driveway Restoration, In Kind2

1. Description- Measurement and payment for all work included4 in this pay item shall be for full compensation for all labor,5 materials and equipment for concrete driveway installation,6 preparation of the surface, install stabilization and base7 materials, compaction at specified lifts and to required8 densities, disposal of existing concrete and waste,9 reinforcement, finishing, material testing and incidental work10 as shown on the Contract Drawings and as specified.11

2. Measurement- The quantity for payment shall be based on the13 actual square yard of concrete driveway satisfactorily14 removed and replaced.15

3. Payment- The quantity to be paid for under this item shall be17 paid for actual square yard of concrete driveway removed and18 replaced as indicated on the Bid Form.19

R. Pay Item # 575-0110 - Sodding, Replace In Kind21

1. Description- Measurement and payment for all work included23 in this pay item shall be for full compensation for all labor,24 materials and equipment for landscape restoration, sodding,25 and hedges of the neighborhood’s green areas as shown on26 the Contract Drawings and as specified.27

2. Measurement- The quantity for payment shall be based on the29 actual square feet of landscape and sodding removed and30 replaced.31

3. Payment- The quantity to be paid for under this item shall be33 paid for actual square feet of sodding removed and replaced34 as indicated on the Bid Form.35

S. Unspecified Work37

Pay Item 999-0000 UNSPECIFIED WORK38 Pay Item 999-0001 UNSPECIFIED WORK (Water Main)39

1. Description- Description: The work under this Section41 includes a fixed sum amount for any unspecified work that42 may be associated with the work in this contract or as43 otherwise identified by the Engineer. Any amount of extra44 work and/or alterations to this contract charged to this pay45 item shall be fully documented and approved in writing, in46

01 20 01-14 advance, by the Engineer. All work performed under this pay1 item shall be completed in accordance with all conditions and2 requirements of this contract and shall include the work to be3 done by all necessary subcontractors and/or suppliers.4 Authorized materials listing can be retrieved from:5 http://www.pinellascounty.org/utilities/PDF/eng_tech_specs.6 pdf . “Unspecified Work” shall mean the stated fixed sum of7 money to be used only at the Engineer’s specified direction.8 The particular requirements and items for the unspecified9 work will be provided to the Contractor at the appropriate time10 and allowance amounts shall apply only to additional items11 over and above those specified/indicated in the plans for this12 contract.13

2. Measurement- The work in this Section shall be paid for by a15 portion of the fixed sum amount under the Schedule of Values16 of this contract. Use of any portion of this pay item shall17 require written approval by the Engineer.18

3. Payment- Payment for any work authorized by the Engineer20 or the County shall be full compensation for providing all work21 authorized under the contingency allowance and completed22 as shown, indicated, or directed by the Engineer at the23 approval of the County. The basis of negotiated process and24 subcontractor’s invoices will be included in the Contractor’s25 pay application. Copies of invoices, equipment costs, and26 other supporting documentation shall be included.27

END OF SECTION30

11/17/2025 PC- 006170A

COORDINATION

01 31 13-1

SECTION 01 31 131

COORDINATION3

PART 1 – GENERAL4

1.01 DESCRIPTION6

A. Minimum administration and supervisory requirements necessary for8 coordination of Work on the Project include but are not necessarily limited9 to the following:10

1. Pre-Construction Conference12

2. Coordination and Progress Meetings.13

3. Pre-Installation Conferences14

4. Preconstruction and Progress Photographs15

5. Reporting and Scheduling16

6. Special Reports17

1.02 COVENANT OF GOOD FAITH AND FAIR DEALING19

A. This Contract imposes an obligation of good faith and fair dealing in its21 performance and enforcement22

B. The Contractor, Engineer, and the County, with a positive commitment to24 honesty and integrity, agree to the following mutual duties:25

1. Each will function with the laws and statues applicable to their duties27 and responsibilities.28

2. Each will assist in the others performance.29

3. Each will avoid hindering the others performance30

4. Each will proceed to fulfill its obligations diligently31

5. Each will cooperate in the common endeavor of the Contract.32

1.03 PRECONSTRUCTION CONFERENCE34

A. A pre-construction conference will be held for the project with the purpose36 to designate responsible personnel, discuss preliminary schedules37 submitted by the Contractor, and review administrative and procedural38 requirements for the Project. The Contractor shall be prepared to discuss39 all items on the agenda.40

B. The Engineer shall be responsible for establishing the date, time and42 location of the meeting, notify all involved parties of the pre-construction43 conference, distributing the agenda, presiding at the conference, and44 preparing and distributing minutes to all conference participants and others45 as requested.46

01 31 13-2

C. Before beginning Work at the Site, the Contractor shall attend a2 preconstruction conference and bring the Project Management Team3 employed for this Project. In the event a Team member is unable to attend,4 the Contractor shall bring a Letter of Introduction in which the Contractor5 advises the full names and duties of the Team Member(s) and states that6 they are assigned to the project and will be in full responsible charge.7

D. Prior to the conference, the Contractor shall submit the progress schedule,9 schedule of submittals, and schedule of values in accordance with the10 General Conditions.11

E. The Contractor shall also notify its major subcontractors and suppliers of13 this meeting if their attendance is required. At this time, all parties will14 discuss the Project under Contract and prepare a program of procedure in15 keeping with the requirements of the Contract documents. The Contractor’s16 Project Management Team will henceforth make every effort to17 expeditiously coordinate all phases of the work, including the required18 reporting procedure, to obtain the end result within the full purpose and19 intent of the Contract Documents for this Project.20

F. The Contractor shall provide a list of emergency contact information for 24-22 hour use throughout the Project. The Contractor shall keep this information23 updated and current through the project. The list of emergency contact24 information shall include:25

1. Contractor’s project manager’s office and cellular telephone numbers.26

2. Contractor’s Site superintendent’s office and cellular telephone27 numbers.28

3. Contractor’s foreman’s office and cellular telephone numbers.29

4. Major Subcontractor’s and Supplier’s office and cellular telephone30 numbers.31

G. Other additional emergency contact information which should be provided33 shall include:34

1. County PM’s office and cellular telephone numbers35

2. County’s central 24-hour emergency telephone number.36

3. Engineer’s project manager’s office and cellular telephone numbers.37

4. Engineer’s project engineer’s office and cellular telephone numbers38

5. Resident Project Representative’s office and cellular telephone39 numbers.40

6. All nearby utility companies’ 24-hour contact telephone numbers.41

7. Other numbers as necessary.42

1.04 COORDINATION AND PROGRESS MEETINGS44

01 31 13-3

A. Progress Meetings will be held throughout the project on a monthly basis1 and frequency will be adjusted based on activity.2

B. In addition to the specific coordination and pre-installation meetings for each4 element of Work, and other regular project meetings for other purposes,5 hold general progress meeting each week for the time coordinated with6 preparation of payment request. Require each party then involved in7 planning, coordination, or performance of work to be property represented8 at each meeting. Review present and future needs including interface9 requirements, time, sequences, deliveries, access, site utilization,10 temporary facilities and services, hours of Work, hazards and risks,11 housekeeping, change orders, and documentation of information for12 payment requests.13

C. Discuss milestones, 2-week look ahead and whether each element of work15 is ahead of schedule, on time, or behind schedule in relation with updated16 progress schedule. Determine how behind-schedule work will be expedited,17 and secure commitments from parties involved. Discuss whether schedule18 revisions are required to ensure that current Work and subsequent Work19 will completed within Contract Time.20

D. Review everything of significance which could affect progress of Work.22

E. The County will record the results of the meeting and distribute copies to24 everyone in attendance and to others affected by decisions or actions25 resulting from each meeting.26

1.05 PRE-INSTALLATION CONFERENCES28

A. Well in advance of installation of every major unit of Work which requires30 coordination and interfacing with other Work, meet at Project Site with31 installers and representatives of manufacturers and fabricators who are32 involved in or affected by unit of Work, and in coordination or integration33 with other Work which has preceded or will follow. At a minimum, pre-34 installation conferences shall be held for the following work.35

1. E Klosterman Road Force Main and ARV Replacement37

2. S Disston Avenue Force Main and ARV Replacement38

3. Each scheduled group of ARV replacements39

B. Contractor shall advise Engineer and County of schedule meeting dates.41

C. At each meeting review progress of other Work and preparations for Work43 under consideration, including requirements of Contract Documents,44 options, related change orders, purchases, deliveries, shop drawings,45 product data, quality control samples, possible conflicts, compatibility46

01 31 13-4 problems, time schedules, weather limitations, temporary facilities, space1 and access limitations, structural limitations, governing regulations, safety,2 inspection and testing requirements, required performance results,3 recording requirements, and protection.4

D. Contractor shall record all significant discussions of each conference, and6 record agreements and disagreements, along with final plan of action,7 distribute record of meeting promptly to everyone concerned, including8 engineer and County for review and concurrence.9

1.06 PRECONSTRUCTION AND PROGRESS PHOTOGRAPHS11

A. Contractor to prepare Audio/Video Recording in accordance with13 specification Section 01 32 33 COLOR AUDIO-VIDEO CONSTRUCTION14

RECORDS.15

1.07 REPORTING AND SCHEDULES17

A. Within three (3) days after each meeting date, the Engineer will distribute19 copies of minutes-of-the-meeting to each entity present and to others who20 should have been present.21

B. Include brief summary, in narrative form, of progress of Work since previous23 meeting and report.24

C. Schedule Updating26

1. Submit Construction Progress Schedule in accordance with 01 32 1627

CONSTRUCTION PROGRESS SCHEDULE28

2. Immediately following each meeting, where revisions to Progress29

Schedule have been made or recognized, revise Progress Schedule30

3. Re-issue revised schedule concurrently with report of each meeting.31

1.08 Special Reports33

A. Reporting unusual events: When an event of an unusual and significant35 nature occurs at the site, Contractor shall prepare and submit a special36 report to the Engineer and County. List chain of events, persons37 participating, response by the Contractor’s personnel, and an evaluation of38 the results or effects of similar pertinent information. Advise the County and39 Engineer as soon as possible where such events are known.40

B. Submit special reports directly to the Engineer and County within one (1)42 day of occurrence. Submit a copy of the report to other entities that are43 affected by the occurrence within (1) day of the occurrence.44

01 31 13-5

PART 2- PRODUCTS (NOT USED)1

PART 3- EXECUTION (NOT USED)3

END OF SECTION5

01 31 13-6

THIS PAGE LEFT BLANK INTENTIONALLY1

4/17/2026 PC- 006170A

CONSTRUCTION PROGRESS SCHEDULE

01 32 16-1

SECTION 01 32 161

CONSTRUCTION PROGRESS SCHEDULE3

PART 1 – GENERAL5

1.01 DESCRIPTION OF REQUIREMENTS7

A. Within thirty days after receipt of the Notice of Award or at the9 preconstruction meeting, whichever occurs first, the Contractor shall10 prepare and submit construction progress schedules and schedule of11 values for the Work, with sub-schedules of related activities which are12 essential to its progress.13

B. The Contractor shall develop one comprehensive construction progress15 schedule that encompasses all work activities, sequencing, and16 interdependencies associated with both the 82nd Avenue Water Main17 Replacement Project and the Ridgewood Sewer Improvements Project18 (PID 003204I). The integrated schedule shall clearly identify activities, logic19 ties, and milestone constraints for each project while demonstrating20 coordinated execution of overlapping work areas. The minimum scheduling21 requirements described in this Section apply in full to the combined22 schedule.23

C. Submit updated progress schedules on a monthly basis. No partial25 payments shall be approved by Engineer until there is an approved26 construction progress schedule on hand.27

D. Contractor shall designate an authorized representative of his firm who shall29 be responsible for development and maintenance of the schedule and of30 progress and payment reports. This representative of Contractor shall have31 direct project control and complete authority to act on behalf of Contractor32 in fulfilling the commitments of Contractor’s schedules.33

E. The project scheduling software shall be Microsoft…