Section_E_-_Technical_Specifications.pdf

Standard Technical Specifications for

Utilities and Related Construction

Pass-A-Grille Way and Gulf Way from 9th Ave. to 22nd Ave. Water Main

Improvements Project

PC-004573A

March 2022

TABLE OF CONTENTS

March 2022 TOC-1 PC-004573A

DIVISION 00 – PROCUREMENT AND CONTRACTING REQUIREMENTS

00 01 05 Certification Page (S)

00 75 00 Special Provisions and Supplemental Technical Specifications (S)

DIVISION 01 – GENERAL REQUIREMENTS

01 20 01 Measurement and Payment (S)

01 32 33 Color Audio-Video Construction Records

01 33 00 Submittals (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 Project Identification Signs

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)

DIVISION 07 – THERMAL AND MOISTURE PROTECTION (NOT USED)

DIVISION 08 – OPENINGS (NOT USED)

March 2022 TOC-2 PC-004573A

DIVISION 09 – FINISHES

09 91 00 Painting and Protective Coatings

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 – HEATING, VENTILATING, AND AIR CONDITIONING (HVAC) (NOT USED)

DIVISION 25 – INTEGRATED AUTOMATION (NOT USED)

DIVISION 26 – ELECTRICAL (NOT USED)

DIVISION 27 – COMMUNICATIONS (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 and Subaqueous Crossings

33 11 01 Potable Water Main Piping and Appurtenances

March 2022 TOC-3 PC-004573A

33 13 01 Disinfection of Potable Water Mains

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, PURIFICATION, 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)

ROADWAY AND GENERAL CONSTRUCTION

005-0900 As-Built Survey Requirements (Utility) by Contractor

101-0100 Mobilization

102-1000 Maintenance of Traffic

990-0000 Unspecified Work (Allowance)

March 2022 PC- 004573A

CERTIFICATION

00 01 05 - 1

SECTION 00 01 05 – CERTIFICATION PAGE 1

PROFESSIONAL ENGINEER’S CERTIFICATION FOR MITCHEL CHIAVAROLI, PE 4

PROJECT NAME: PASS-A-GRILLE WAY AND GULF WAY FROM 9TH AVE. TO 7

22ND AVE. WATER MAIN IMPROVEMENTS 8

The following sections of the Technical Specifications in the Issued for Bid submittal for 11 the above referenced project were prepared under my direction and supervision. 12

DIVISION 00 – PROCUREMENT AND CONTRACTING REQUIREMENTS 14

00 75 00 Special Provisions and Supplemental Technical Specifications (S) 16

DIVISION 1 - GENERAL REQUIREMENTS 18

01 20 01 Measurement and Payment (S) 20

01 32 33 Color Audio-Video Construction Records 21

01 33 00 Submittals (S) 22

01 35 00 Special Project Procedures 23

01 42 01 Reference Standards and Definitions 24

01 45 17 Pipeline Pressure and Leakage Testing Requirements 25

01 55 26 Traffic Regulation 26

01 57 00 Control of Work 27

01 57 13 Erosion and Sedimentation Control 28

01 58 01 Project Identification Signs 29

01 78 39 Project Record Documents 30

DIVISION 3 – CONCRETE 32

03 10 01 Concrete Materials 34

DIVISION 9 – FINISHES 36

09 91 0 Painting and Protective Coatings 38

DIVISION 31 – EARTHWORK 40

31 23 33 Excavation and Backfill for Pipes 42

31 23 34 Excavation and Backfill for Structures 43

CERTIFICATION

00 01 05 - 2

DIVISION 32 – EXTERIOR IMPROVEMENTS 1

32 12 01 Stabilized and Asphalt Roadway Restoration 3

32 13 01 Concrete Sidewalks, Driveways, and Gutters 4

32 92 01 Seeding and Sodding 5

DIVISION 33 – UTILITIES 7

33 05 22 Horizontal Directional Drilling and Subaqueous Crossings 9

33 11 01 Potable Water Main Piping and Appurtenances 10

33 13 01 Disinfection of Potable Water Mains 11

ROADWAY AND GENERAL CONSTRUCTION 13

005-0900 As-Built Survey Requirements (Utility) by Contractor 15

101-0100 Mobilization 16

102-1000 Maintenance of Traffic 17

990-0000 Unspecified Work (Allowance) 18

______________________________________ 32

Mitch Chiavaroli, PE 33

Florida Professional Engineer No. 56335 34

McKim & Creed, Inc. 35

1365 Hamlet Avenue 36

Clearwater, Florida 33756 37

This document has been digitally signed and sealed on the date adjacent to the seal. 39

Printed copies of this document are not considered signed and sealed and the signature 40 must be verified on any electronic documents. 41

END OF SECTION 45

March 2022 PCU- 004573A

SPECIAL PROVISIONS & SUPPLEMENTAL TECHNICAL SPECIFICATIONS

00 75 00-1

SECTION 00 75 00 1

SPECIAL PROVISIONS AND SUPPLEMENTAL TECHNICAL SPECIFICATIONS 3

These Special Provisions provide additional information and modify the Pinellas 5

County Standard Technical Specifications (PC-STS) for Utilities Construction. 6

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

ARTICLE SP-1 SUMMARY OF WORK 9

This project involves the replacement of water mains (by HDD and open-cut 11 methods) and installation of new AMR water meters in the City of St. Pete 12

Beach from 22nd Avenue to 9th Avenue between Gulf Way and Pass-A-Grille 13

Way. The new water mains include approximately 175 LF of 6” pipe, 4,600 14

LF of 4” pipe and 1575 LF of 2” pipe. Included in this contract is the 15 installation of water services, fire hydrants, blowoffs, and connections to 16 existing water mains. 17

Additional improvements include the restoration of roads; restoration of 19 sidewalks; restoration of all concrete, paver, and gravel driveways; removal 20 and replacement of mailboxes; all of which that are disturbed by the 21 construction of the water main and services. 22

Abandonment in place of the existing water mains that will no longer be in 24 service. 25

Replacement of approximately 214 water meters and meter boxes within the 27 project limits. 28

A Construction Schedule shall be submitted within thirty (30) days of award of 30 contract indicating the identified work to be completed through the term of the 31 contract. Monthly progress meetings will be held the third Wednesday of every 32 month to discuss a two-week project “look ahead”. The Construction Schedule 33 shall include a start date within sixty (60) days of the Notice to Proceed. 34

The Contractor shall have sufficient crews and equipment to perform all work, 36 including restoration. The inability of the Contractor to meet contractual 37 obligations, or to perform assigned work in a satisfactory manner, shall be 38 grounds for termination of the Contract, and/or reassignment of the work for 39 construction by others. Work Plans contained in the Appendix are planned to 40 be completed with this contract. The Contractor shall only be compensated for 41 that work satisfactorily completed. There will be no compensation to the 42

Contractor for cancellation of the Contract or for any assigned work that is not 43 satisfactorily constructed and accepted by the County. 44

ARTICLE SP-2 SPECIAL PROVISIONS 46

March 2022 PCU- 004573A

00 75 00-2

ARTICLE SP-3 ADDITIONAL INFORMATION AND STUDIES 2

ARTICLE SP-4 SUPPLEMENTAL TECHNICAL SPECIFICATIONS 4

Note: The Supplemental Technical Specifications presented herein are 6 project specific, are only related to this project and are not part of Pinellas 7

County Standard Technical Specifications (STS). All STS will be designated 8 as such in lower right hand corner of the document by Pinellas County-STS. 9

All Supplemental Technical Specifications will have a (S) designation 10 following the section title in the Table of Contents and each specification will 11 be designated in lower right hand corner as PCU-XXXX, where XXXX 12 designates the specific Project Job Number. 13

00 01 05 Certification Page (S) 15

00 75 00 Special Provisions & Supplemental Technical Specifications (S) 16

01 20 01 Measurement and Payment (S) 17

01 33 00 Submittals (S) 18

ARTICLE SP-5 MODIFICATIONS TO THE STANDARD TECHNICAL 20

SPECIFICATIONS 21

01 57 00 Control of Work 23

Part 3 – Execution, Add: 25

Working hours: 7am to 6pm, Monday through Friday. Saturday 26 work requires verbal approval and a 48-hour notice. Sunday 27 and holiday work requires written approval .The Contractor 28 shall make the request to work weekends and/or holidays at 29 least 48 hours in advance. Weekday (M-F) overtime work 30 acceptable if the work performed does not require immediate 31 inspection and the County has granted approval. 32

March 2022 PCU- 004573A

00 75 00-3

TECHNICAL SPECIFICATION CHECKLIST 1

Project Name: Pass-A-Grille Way and Gulf Way from 9th Ave. to 22nd Ave. Water Main Improvements Project Project Number: 004573A

The following sections of the Standard Technical Specifications will apply to this 3 contact if marked “X” as shown below: 4

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 Pressure and Leakage 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 12 01 X Stabilized 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 33 01 41 Epoxy Manhole Liner 33 05 20 Jacking and Boring 33 05 22 X Horizontal Directional Drilling and Subaqueous Crossings 33 11 01 X Potable Water Main Piping and Appurtenances 33 13 01 X 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 Sewer Structures

March 2022 PCU- 004573A

00 75 00-4

40 95 01 Wastewater Pump Station SCADA Remote Telemetry Unit

(RTU)

48 11 30 Standby Diesel Generators

END OF SECTION 2

MEASUREMENT AND PAYMENT

01 20 00-1 March 2022 PCU – 004573A

SECTION 01 20 01 1

MEASUREMENT AND PAYMENT 3

SECTION E SPECIFICATIONS 5

ROAD AND STREET CONSTRUCTION 6

P.I.D. No. 004573A 7

Pass-A-Grille and Gulf Way From 9th Avenue to 22nd Avenue Water Main Improvements 8

In Pinellas County, Florida 10

TO ACCOMPANY PINELLAS COUNTY DEPARTMENT OF PUBLIC WORKS STANDARD 12

TECHNICAL SPECIFICATIONS FOR ROADWAY AND GENERAL CONSTRUCTION (JULY 13

2019), PINELLAS COUNTY UTILITIES DEPARTMENT STANDARD TECHNICAL 14

SPECIFICATIONS FOR UTILITIES AND RELATED CONSTRUCTION (JUNE 2018), AND 15

FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR 16

ROAD AND BRIDGE CONSTRUCTION – DIVISION II AND III ONLY (JULY 2022): 17

PART 1 – GENERAL 19

1.01 SUMMARY 21

A. There are numerous incidental items of work that are required to complete the 23 Project. While these items may not be specifically mentioned or illustrated by the 24 Contract Documents and there may be no specific pay items listed for them, the 25 Contractor will be required to perform those incidental tasks that can be anticipated 26 through inspection of the Contract Documents, inspection of the construction areas, 27 and experience in this class of construction. 28

B. Unless specifically called out as a separate Pay Item, no separate payment will be 30 made for the following items and the cost of such work shall be included in the 31 applicable Pay Items or work: 32

1. Safety precautions 34

2. Permits. 35

3. Project sign(s) – Up to 2 signs at location(s) directed by the Owner. 36

4. Temporary utility connections. 37

5. Coordination with utilities for relocations or support services (including 38 relocations, removal, and replacement of ancillary appurtenances). 39

6. Clearing and grubbing/tree removal. 40

7. Stakeout and surveying. 41

8. Site security. 42

9. Temporary lighting. 43

10. Bedding materials as detailed (excluding materials required to replace trench 44 undercutting). 45

11. Handling, placing, manipulating, and compacting excavated material suitable as 46 backfill material. 47

12. Temporary pipe thrust restraint. 48

13. Maintenance of pipeline operations during pipe shutdowns. 49

01 20 00-2 March 2022 PCU – 004573A

14. Testing materials, equipment, media, and execution. 1

15. Offsite disposal of surplus and unsuitable excavated material. 2

16. Offsite disposal of pipe and appurtenances removed. 3

17. Daily site cleanup. 4

18. Allaying of dust. 5

19. Temporary pavement. 6

20. Site cleanup & Restoration 7

21. Record keeping. 8

22. Project meetings 9

23. Submittals 10

24. Grading 11

25. Sheeting and shoring 12

26. Erosion protection/sediment control 13

27. Excavation 14

28. Pavement/concrete removal 15

29. Dewatering 16

30. Backfill 17

31. Compaction and grading 18

32. Testing 19

33. Appurtenant work and materials required for a complete and operable system 20

C. The prices included in the Schedule of Prices will be full compensation for all labor, 22 materials, tools, equipment and incidentals, permit fees, bonds, taxes, 23 mobilization/demobilization, insurance, overhead and profit, temporary access roads 24 and facilities, and other miscellaneous costs necessary to complete the construction 25 as shown on the Drawings and/or as specified in the Contract Documents to be 26 performed under this Contract. Actual quantities of each item bid on a unit price 27 basis will be determined upon completion of the construction in the manner set up 28 for each item in this section of the specifications. Payment for all items listed in the 29 Schedule of Prices will constitute full compensation for all work shown and/or 30 specified and required to accomplish the intent of this Contract. 31

D. The actual amounts of work done, and materials furnished under unit price items 33 may differ from the estimated quantities. In some cases, a unit price item has been 34 added to the bid schedule to establish a cost basis in the event work associated with 35 that item is required. No guarantee is expressed or implied that the quantities shown 36 in the bid schedule shall be required to fulfill the Contract. 37

E. Payment for any stored material or equipment shall not imply that the material or 39 equipment meets the Contract Specifications or that it will be found acceptable when 40 incorporated into the Work. 41

F. Retainage and other payment conditions apply to all payments. 43

1.02 ITEM NO. 005-0900 – As-Built Survey 46

Description: The work consists of all materials and labor necessary to complete all 48 required as-built survey requirements for Pinellas County Utility facilities and 49 appurtenances specifically listed in these specifications, to the satisfaction of the 50 Engineer. The work for this pay item also includes the cost of providing Final As-51

01 20 00-3 March 2022 PCU – 004573A

Built Drawings per specification 01 78 39 in DWG and PDF format and Other Record 1 Documents. 2 Measurement: Measurement for payment consist of all materials and labor 4 necessary to complete the utility as-built survey requirements by the Contractor in 5 connection with the construction of the project, performed to the satisfaction of the 6 Engineer. The pay quantity for the work under this pay item shall be one lump sum 7 (LS) in accordance with the Contract Documents. 8 Payment shall be made under: 10 Item No. 005-0900 As-Built Survey 12

1.03 ITEM NO. 101-0100 Mobilization 15

Description: The work consists of the preparatory work and operations in mobilizing to 17 begin work on the project, including but not limited to those operations necessary for the 18 movement of personnel, equipment, supplies and incidentals to the project site(s), and 19 for the establishment of temporary offices, buildings, safety equipment and first aid 20 supplies, sanitary and other facilities as required by these specifications, special 21 provisions, and state and local laws and regulations. 22 Measurement: Measurement for payment consist of all materials and labor necessary 24 for the Contractor to furnish, erect and maintain all necessary traffic control and safety 25 devices, in accordance with the Plans and FDOT Design Standards, latest edition, and 26 the State of Florida Roadway and Traffic Design Standards for Design, Construction, 27 Maintenance and Utility Operations for Streets and Highways on the State Maintained 28 Systems, latest edition, and must take all necessary precautions for the protection of 29 the work and the safety of the public for the duration of the construction period The 30 pay quantity for the work under this pay item shall be one lump sum (LS) paid on a 31 pro-rated monthly amount based on the contract time and in accordance with the 32 Contract Documents. 33 Payment shall be made under: 35 Item No. 102-1000 Maintenance of Traffic 37

1.04 ITEM NO. 102-1000 Maintenance of Traffic 40

Description: The work consists of maintaining of vehicular, bicycle and pedestrian traffic 42 within the limits of the project for the duration of the construction period, in accordance 43 with the requirements of Section 102 of the FDOT Specifications, as amended herein. 44 Measurement: Measurement for payment consist of all materials and labor necessary 46 for the Contractor to mobilize to begin work and to demobilize upon completion of the 47 project. The pay quantity for the work under this pay item shall be one lump sum 48 (LS) in accordance with the Contract Documents. 49 Payment shall be made under: 51 Item No. 101-0100 Mobilization 53

01 20 00-4 March 2022 PCU – 004573A

1.05 ITEM NO. PW-330521-202-XXX Directional Drill 2

Description: The work consists of furnishing and installing underground water mains 4 using the horizontal directional drilling (HDD) method of installation. The pay quantities 5 for the work specified under this item shall be the number of linear feet of the type and 6 size of pipe specified in the bid form installed where shown on the drawings or where 7 directed by the Engineer or his representative. The unit price includes: survey layout; 8 protection of property; protection of existing utilities, mailboxes and service connections; 9 furnishing and installing the pipe by directional bore, two 14 gauge minimum tracer wire, 10 tracer wire testing, appurtenances, DI/HDPE mechanical joint adapters, pipe and joint 11 restraints for connections to fittings, and other appurtenances, and materials above or 12 below ground along pipeline alignment; joints and jointing materials, labor, machinery, 13 construction equipment, directional boring equipment, bentonite clay slurry seal, 14 launching and receiving pits, exploratory pits; bracing, shoring, sheeting, bedding and 15 backfill; adjusting existing underground utilities; disposal of spoil; pressure testing; 16 erosion protection and control; clearing; grubbing and stripping of the right of way; 17 surface grading; asphalt road restoration; and all other related and necessary materials, 18 work and equipment required to construct a complete operable pipeline. The cost of 19 fittings and fitting restrains for 2” diameter pipe shall be included in the price of the 2” 20 diameter pipe. Environmental protection and restoration shall be in accordance with 21 Pinellas County Utilities technical specification requirements in Sections 33-05-21 and 22 33-05-22. 23

Furnishing all labor, equipment and materials required to disinfect potable water mains 25 and appurtenances prior to their placement for service. This unit price shall include 26 furnishing and installing chlorine injection points, pigging port, launching the poly pig and 27 retrieval, temporary blow-off assemblies, disinfection, pumps and appurtenances, 28 method of chlorination for pipe disinfection, method of de-chlorination for fluids used for 29 disinfection of potable water mains, and bacteriological testing. 30

Measurement: Measurement for payment for furnishing and installing HDD pipe for drill 32 depths up to 20 foot deep shall be made on a per linear foot (LF) basis as measured 33 horizontally on the ground above the pipe centerline through valves and fittings for all 34 pipe. Measurement for payment for finishing and installation HDD pipe or drill depths 35 greater than 20 foot depth shall be made on a per linear foot (LF) basis of the actual 36 length of pipe installed. 37

Payment shall be made under: 39

Item No. PW-330521-202-02PE9 2” Directional Drill HDPE DR 9, IPS OD 41

Item No. PW-330521-202-04PE11 4” Directional Drill HDPE DR 11, DIPS OD 43

Item No. PW-330521-202-06PE11 6” Directional Drill HDPE DR 11, DIPS OD 45

1.06 ITEM NO. PW-331101-105-XXX Out of Service Main Grouting 48

Description: The work covered by this Item consists of the filling of 8-inch and larger 50 pipe abandoned or as instructed by the jurisdictional authority or the Engineer, by 51 pumping the entire pipe full of grout 52

01 20 00-5 March 2022 PCU – 004573A

Measurement: The quantities of grout to be paid for under this Item shall be the number 1 of cubic yards (CY), measured along the centerline and calculated volume of fill, in 2 place, completed and accepted. 3

Payment shall be made under: 5

Item No. PW-331101-105-9001 Out of service main grouting 7

1.07 ITEM NO. PW-331101-105-XXX Disconnect and Plug Water Main 10

Description: The work consists of furnishing all labor, equipment and materials to 12 disconnect and cap/plug water mains that will be abandoned. The unit price shall 13 include all nuts, bolts, gaskets, caps/plugs, restraint devices, thrust blocks, color coded 14 polyethylene encasement, cutting existing pipe, removal of up to twenty feet of existing 15 water main, removal of all valve boxes along the pipe, blow-off assemblies, erosion 16 protection and control, disposal of water, dewatering and all other operations required to 17 disconnect and cap/plug the potable or reclaimed water mains. All joints restrained 18

Measurement: The quantity of disconnect and cap/plug water mains to be paid for 20 under this item shall be the number each (EA) measured in place, completed and 21 accepted. 22

Payment shall be made under: 24

Item No. PW-331101-105-90204 Disconnect & Plug 2" or 4" Pipe 26

Item No. PW-331101-105-90608 Disconnect & Plug 6" or 8" Pipe 28

1.08 ITEM NO. PW-331101-304-XXX Pipe – Potable Water 31

Description: The work consists of furnishing all labor, equipment and materials and 33 installing potable water pipe by the open-cut method in accordance with the 34 specifications. 35

The unit price shall include all costs necessary to install the pipe up to 6 feet in depth, 37 including: survey layout; protection of property; protection of existing utilities, mailboxes 38 and service connections; erosion protection (silt fence, hay bales, floating turbidity 39 barriers, or other means, as required); materials, dewatering, pavement cutting, extra 40 pipe fitting material including joints/jointing material/restraints; shoring and sheeting; 41 bracing; utility crossings; barricades; clearing; grubbing and stripping of the right-of-way; 42 trenching, including exploratory excavation; bedding and backfilling; pigging, flushing 43 and cleaning the water main, pressure testing; surface grading; asphalt road restoration. 44 Fittings shall be included in the cost of 2” pipe. Dual tracer wire and tracer wire testing 45 shall be included in the price for PVC pipe items. Polyethylene encasement shall be 46 included in the bid price for DI pipe items. 47

Furnishing all labor, equipment and materials required to disinfect potable water mains 49 and appurtenances prior to their placement for service. This unit price includes installing 50 chlorine injection points, temporary blow-off assemblies, disinfection, pumps and 51 appurtenances, method of chlorination for pipe disinfection, method of de-chlorination for 52

01 20 00-6 March 2022 PCU – 004573A fluids used for disinfection of potable water mains and ductile iron fittings, and 1 bacteriological testing. 2

Furnishing and installing ductile iron fittings shall be paid under separated pay item. 4 Additional payment will be made for extra depth installation over six feet. All dewatering 6 up to 6 feet in depth is included in this pay item. 7

Measurement: Measurement for payment for furnishing and installing pipe shall be 9 made on a per linear foot (LF) basis as measured horizontally above the pipe centerline 10 through valves and fittings for all pipe. Restrained joint pipe pay limits shall not exceed 11 the values shown in the restrained joint table. 12

Payment shall be made under: 14

Item No. PW-331101-304-02P17RJF 2" PVC restrained pipe SDR 17 incl. Fittings 16

Item No. PW-331101-304-04P18RJF 4” PVC Restrained Joint Pipe and Fittings, C-18

900 DR 18 19

Item No. PW-331101-304-06P18RJF 6” PVC Restrained Joint Pipe and Fittings, C-21

900 DR 18 22

Item No. PW-331101-304-08P18RJF 8” PVC Restrained Joint Pipe and Fittings, C-24

900 DR 18 25

1.09 ITEM NO. PW-331101-304-XXX Over Depth Excavation 28

Description: The work consists of furnishing all labor and equipment to excavate 30 additional depth greater than 6 feet depth for installation of potable or reclaimed water 31 pipe by the open-cut method in accordance with the specifications. The unit price 32 shall include all costs necessary to excavate additional depth over 6 feet including: 33 survey layout (based upon property monuments established by others); protection of 34 property, existing utilities, mailboxes and service connections; erosion protection (silt 35 fence, hay bales, floating turbidity barriers, or other means, as required); materials; 36 pavement cutting; shoring and sheeting; bracing; utility crossings; barricades; 37 clearing; grubbing and stripping of the right-of-way; well point dewatering; trenching, 38 including exploratory excavation; bedding; and backfilling. 39

Measurement: Measurement for payment for excavating each additional foot of depth 41 to install pipe or appurtenances shall be made on a per linear foot (LF) basis for each 42 additional vertical foot of depth over 6 feet as measured horizontally above the pipe 43 centerline through valves and fittings. 44

Payment shall be made under: 46

Item No. PW-331101-304-90204 2"-4" pipe and appurtenances over 48 depth excavation 49

Item No. PW-331101-304-90608 6"-8" pipe and appurtenances over 51 depth excavation 52

01 20 00-7 March 2022 PCU – 004573A

1.10 ITEM NO. PW-331101-308-XXX Ductile Iron Fittings 3

Description: The work consists of furnishing all labor, equipment and materials for 5 installing ductile iron fittings not included in other items. All fitting shall include and be 6 installed with joint restraints. The unit price includes furnishing and installing all fittings 7 and materials above or below ground along the pipeline alignment; joints, joint 8 restrainers, and jointing materials; thrust blocking; bracing, shoring, and sheeting; 9 dewatering, clearing, grubbing, and stripping; trenching, bedding and backfill; 10 constructing the specified protection and adjusting of existing above ground and 11 underground utilities and service connections; disposal of spoil; color coded 12 polyethylene encasement; pressure testing; erosion protection and control, and all other 13 related and necessary materials, work and equipment required to construct a complete, 14 operable pipeline. The cost of furnishing and installing joint restraints shall be included in 15 the unit price for Ductile Iron Fittings. 16 Measurement: The quantities of ductile iron fittings to be paid for under this Item shall 18 be the weight of the fitting required as established weight per fitting, including bolts, in 19 tons (2,000 pounds) measured in place, completed, tested, and accepted. The weight of 20 gaskets, jointing materials, etc., shall not be included in the computation of ductile iron 21 fitting tonnage. An established table of weights for acceptable fittings can be retrieved 22 from the standard technical specifications. 23 Payment shall be made under: 25 Item No. PW-331101-308-C153 DI Fittings C153 (Compact Body) 27

1.11 ITEM NO. PW-331101-308-XXX Sleeve Connection 30

Description: The work consists of furnishing all labor, equipment and materials for 32 installing sleeve connections not included in other items. The quantity to be paid for 33 under this item is the number of connections acceptably installed to the limits shown 34 on the drawings. The unit price shall include notification of shutdown to property 35 owners, dewatering, establishing alignment, moving and aligning old and new pipe, 36 cleaning and cutting old pipe, sterilization, restraint jointing materials, color-coded 37 polyethylene encasement, and all other operations required to make the connection. 38 All connections shall include the cost of the sleeve or coupling, joint restraints and 39 removal & disposal of up to twenty feet of existing main. Valves, pipe, additional joint 40 restraints on existing main and fittings for connections shall be paid for under 41 separate pay items. 42 Measurement: The quantities of sleeve connection to be paid for under this item shall 44 be the number each measured in place, completed, tested, and accepted. 45 Payment shall be made under: 47 Item No. PW-331101-308-02SC 2” Sleeved Connection 49 Item No. PW-331101-308-04SC 4” Sleeved Connection 51

01 20 00-8 March 2022 PCU – 004573A

1.12 ITEM NO. PW-331101-308-XXX Reverse Dead-Man 1

Description: The work covered by this item consists of reverse deadman installation 3 for mains up to 12 inch in diameter. The installation shall include the corresponding 4 size restrained joint as shown in the standard detail. This pay item includes: the 5 furnishing of all materials and for the proper installation of the reverse deadman in 6 strict accordance with the appropriate pipe specifications; clearing; grubbing and 7 stripping; excavation, erosion protection and control, backfill, dewatering, sheeting, 8 shoring, surface grading, disposal of water, appropriate sized joint restrain, and 9 concrete, all tools, equipment, labor, and materials necessary to install the reverse 10 deadman as shown, specified or required for the proper completion of the work. 11 Concrete shall cure for 72 hours or as determined by concrete mix design before 12 applying force. 13 Measurement: The quantities of reverse dead-man construction to be paid under this 15 item shall be each measured in place, inspected, cured, and accepted. 16 Payment shall be made under: 18 Item No. PW-331101-308-924RD Reverse Dead-Man for 2” or 4” Pipe 20

1.13 ITEM NO. PW-331101-309-XXXX Air Release Valves 23

Description: The work consists of installing air release assemblies on potable water 25 mains. The unit bid price shall include installing the air release assembly, testing, 26 excavation, backfill, bracing, shoring, sheeting, dewatering, surface grading, erosion 27 protection and control, furnishing and installing tap saddle, tap, corporation stop, ball 28 corporation, curb stop, automatic air release valve, enclosure, testing, miscellaneous 29 brass nipples and fittings, and incidental items required to install a new assembly as 30 shown on the standard detail. All assemblies shall include tracer wire access, 31 drainage gravel and miscellaneous nipples and fittings as shown in the standard 32 details, filter fabric, valve identification tags, paint reference stripe on curb, painting of 33 valve cover and meter boxes. 34 Measurement: Measurement shall be on an individual basis for each (EA) assembly 36 installed and accepted. 37 Payment shall be made under: 39 Item No. PW-331101-309-01AROS 1” Air Release Assembly (Offset) 41

1.14 ITEM NO. PW-331101-309-XXX Resilient Wedge Gate Valve 44

Description: The work consists of furnishing all labor, equipment and materials for 46 installing a valve not included in other items. The unit bid price includes furnishing and 47 installing valves, valve boxes and covers, color coded polyethylene encasement, tracer 48 wire access, filter fabric, valve identification tags, paint reference stripe on curb, painting 49 of valve cover, concrete valve box pad, extension stems, joint restraints, pressure 50 testing, excavation, backfill, dewatering, sheeting, shoring, surface grading and 51 incidental construction associated with these items. 52

01 20 00-9 March 2022 PCU – 004573A

Measurement: The quantities of valves to be paid for under this Item shall be the 1 number each measured in place, completed, tested, and accepted. 2 Payment shall be made under: 4 Item No. PW-331101-309-02RW 2” RWGV (Resilient Wedge Gate Valve) & Box 6 Item No. PW-331101-309-04RW515 4” RWGV & Box C515 8 Item No. PW-331101-309-06RW515 6” RWGV & Box C515 10 Item No. PW-331101-309-08RW515 8” RWGV & Box C515 12

1.15 ITEM NO. PW-331101-310-XXX Fire Hydrant Assembly 15

Description: This bid item describes measurement and payment for installing fire 17 hydrant assemblies with or without valves used in the construction of potable water 18 mains. All Fire Hydrant lead longer than 10-ft from the main connection shall have a 19 valve installed at the hydrant assemble. The valve at the main line will be paid under 20 separate pay item. The unit bid price includes furnishing and installing fire hydrants, 21 valves, barrel extensions, restrained and anchoring pipe, anchoring elbows, fittings, 22 valve boxes and covers, color coded polyethylene encasement, tracer wire access, filter 23 fabric, valve identification tags, paint reference stripe on curb, painting of valve cover 24 and fire hydrant, concrete valve box pad, extension stems, joint restraints, pressure 25 testing, clearing; grubbing and stripping; excavation, backfill, dewatering, sheeting, 26 shoring, surface grading and incidental construction associated with these items. 27

Measurement: The quantities of fire hydrant assemblies to be paid for under this item 29 shall be the number each measured in place, completed, tested, and accepted. 30 Payment shall be made under: 32 Item No. PW-331101-310-0002 Fire Hydrant Assembly with Valve 34

1.16 PAY ITEM #PW-331101-310-XXX – Remove Fire Hydrant Assembly 37

Description: This pay item describes measurement and payment for disconnecting 39 and removing existing fire hydrant assemblies as directed on potable water mains. 40 The quantity to be paid for under this item is the number of removed fire hydrant 41 assemblies and appurtenances acceptably disconnected and plugged as shown on 42 the drawings or where directed by the Engineer or his representative. The unit bid 43 price includes removal of fire hydrants and valve boxes, excavation, backfill, 44 dewatering, sheeting, shoring, surface grading and incidental construction 45 associated with these items. 46 Measurement: The quantities of fire hydrant assemblies to be paid for under this item 48 shall be the number each (EA) accepted removal. 49 Payment shall be made under: 51

Item No. PW-331101-310-9001 Remove Fire Hydrant Assembly 53

01 20 00-10 March 2022 PCU – 004573A

1.17 ITEM NO. PW-331101-312-XXX - Tapping Saddle/Sleeve with Valve with Box 3

Description: The work consists of the installation of tapping saddle or sleeve and 5 associated valves. The quantity to be paid for under this item is the number of 6 connections acceptably installed. Cut in tee and valve may be required in some locations 7 due to utility conflicts and will be paid for as equal sized tap. The unit bid price includes 8 all materials and installation from the point of connection to the main line including 9 scheduling and notification of service interruptions, furnishing and installing tapping 10 saddle, color coded polyethylene encasement, valves, taps, fittings, piping, joint 11 restraints, valve boxes and covers, concrete valve box pads, valve extension stems, 12 tracer wire access, valve identification tags, filter fabric, paint reference stripe on curb, 13 painting of valve box cover, excavation, erosion protection and control, backfill, 14 dewatering, sheeting, shoring, surface grading, disposal of water, pressure testing and 15 all other related, necessary, and incidental materials, work and equipment required to 16 complete the connection. All joints shall be restrained. 17 Measurement: The quantities of valves/taps to be paid for under this Item shall be the 19 number each measured in place, completed, tested, and accepted. 20 Payment shall be made under: 22 Item No. PW-331101-312-1208TV 12" x 8" Tapping Sleeve Valve & Box 24 Item No. PW-331101-312-1604TV 16" x 4" Tapping Sleeve Valve & Box 26

1.18 ITEM NO. PW-331101-314-XXX Service Connections 29

Description: The work consists of installing long and short side ¾”, 1”, 1-1/2”, and 2” 31 service assemblies for potable water mains. Additional service tubing for short services 32 over 40 feet and long services over 100 feet in length shall be paid for under a separate 33 pay item. Any required service casings for long side services shall be included in the 34 pay item for long service assemblies. 3/4" and 1" service connections shall be made 35 with a CC threaded corporation stop mounted on a service saddle. 1-1/2" and 2" service 36 connections shall be made with an IPS threaded ball corporation stop mounted on a 37 service saddle. The unit bid price shall include installing saddles, corporation stops, ball 38 corporations; color coded potable water service tubing, HDPE or SCH 80 service casing 39 by directional bore (for long service assemblies only), color coded tracer wire, potable or 40 reclaimed water service box, tubing inserts, curb stops, handles on reclaimed service 41 curb stops, meter couplings, meter gaskets, brass nipples, brass bushings, SCH 80 42 plugs; connections to existing meters, excavation, backfill, bracing, sheeting, shoring, 43 dewatering; clearing, grubbing, stripping, and trenching; launching pits and receiving 44 pits; bedding and backfill; disposal of soil; surface grading; asphalt road restoration; 45 pressure testing and cleaning; erosion protection and control; and all other related and 46 necessary incidental materials, work and equipment required to construct a complete, 47 operable potable or reclaimed water service assembly as shown in the standard details. 48 Measurement: The quantity of service connections to be paid for under this item shall 50 be the number each measured in place, tested, accepted and placed into service. 51

01 20 00-11 March 2022 PCU – 004573A

Payment shall be made under: 1

Item No. PW-331101-314-01LS 1" service connections - (Long Side) 3 Item No. PW-331101-314-01SS 1" service connections - (Short Side) 5 Item No. PW-331101-314-02LS 2" service connections - (Long Side) 7 Item No. PW-331101-314-15LS 1 1/2" service connections - (Long Side) 9 Item No. PW-331101-314-15SS 1 1/2" service connections - (Short Side) 11 Item No. PW-331101-314-75LS 3/4" service connections - (Long Side) 13 Item No. PW-331101-314-75SS 3/4" service connections - (Short Side) 15

1.19 ITEM NO. PW-331101-314-XXX Adjustment of Service 18

Description: The work consists of furnishing all labor, equipment and materials for 20 disconnecting existing potable or reclaimed water service, relocating and resetting 21 existing meter and backflow device, replacement of meter box, connection to existing 22 pipe or tubing, and reconnecting the meter. Additional service tubing required shall be 23 paid under other pay items. This unit bid price shall include: all materials, labor and tools, 24 necessary for the proper installation of the service, including but not limited to: 25 excavation, removal and control of groundwater and surface water; backfill, bedding 26 materials, disposal of spoil, surface grading, connections to the main, curb stops, meter 27 box, meter couplings, meter gaskets, tapping saddles, tap, testing; and all other related 28 and necessary incidental materials, work and equipment required to construct a 29 complete, operable potable or reclaimed water service as shown in the standard details. 30 Measurement: The quantity of service tubing to be paid for under this item shall be each 32 service measured in place, completed, in service, inspected, and accepted. 33 Payment shall be made under: 35

Item No. PW-331101-314-901MBR 1" Meter & Backflow (Remove, Relocate & 37

Reconnect) 38

Item No. PW-331101-314-902MBR 2" Meter & Backflow (Remove, Relocate & 40 Reconnect) 41

Item No. PW-331101-314-915MBR 1 1/2" Meter & Backflow (Remove, Relocate 43

& Reconnect) 44

Item No. PW-331101-314-975MBR 3/4" Meter & Backflow (Remove, Relocate & 46 Reconnect) 47

1.20 ITEM NO. PW-331301-301-XXX Blow-Off Assembly 50

Description: This bid item describes measurement and payment for installing blow-off 52 assemblies on potable water mains. The unit bid price shall include installing the blow-off 53

01 20 00-12 March 2022 PCU – 004573A assembly, testing, excavation, backfill, bracing, shoring, sheeting, dewatering, surface 1 grading, erosion protection and control, furnishing and installing tap saddle, tap, 2 corporation stop, ball corporation, curb stop, automatic air release valve, enclosure, 3 testing, miscellaneous brass nipples and fittings, and incidental items required to install a 4 new assembly as shown on the standard detail. The 4” blow-off assembly shall include a 5 4” resilient wedge (R.W.) gate valve, DI fittings, color coded polyethylene encasement, 6 valve box (square for reclaimed water and marked “Reclaimed”, round for potable water 7 and marked “water”), concrete valve box pad, cam lock hose connection, and cam lock 8 cap as shown in the standard details. The 2” blow-off assembly shall include a 2” 9 resilient wedge valve, valve box, 2” plug and coupling. All assemblies shall include 10 tracer wire access, drainage gravel and miscellaneous nipples and fittings as shown in 11 the standard details, filter fabric, valve identification tags, paint reference stripe on curb, 12 painting of valve cover and meter boxes. 13 Measurement: Measurement shall be on an individual basis for each (EA) assembly 15 installed and accepted. 16 Payment shall be made under: 18 Item No. PW-331301-301-0002 2" Permanent Blow-off Assembly 20 Item No. PW-331301-301-004A 4" Permanent Blow-off Assembly 22

1.21 Item Number: PW-999-0001 Concrete Sidewalk Replacement 25

Description- The work specified under this pay item consists of furnishing all labor, 27 material, equipment, and incidentals necessary to complete the concrete sidewalk 28 replacement including, but not limited to, removal of existing sidewalk panels, grading 29 and compaction of base material, reinforcing material, expansion joints, concrete, and all 30 ancillary items unless indicated elsewhere. 31 Measurement- Measurement will be per square yard of sidewalk acceptably furnished 33 and installed. 34 Payment - Payment shall be for the actual number of square yards of concrete sidewalk 36 installed. 37

1.22 Item Number: PW-999-0002 Concrete Driveway Replacement 40

Description- The work specified under this pay item consists of furnishing all labor, 42 material, equipment, and incidentals necessary to complete the concrete driveway 43 replacement including, but not limited to, removal of existing driveway panels and/or 44 aprons, grading and compaction of base material, reinforcing material, expansion joints, 45 concrete and all ancillary items unless indicated elsewhere. 46 Measurement- Measurement will be per square yard, acceptably furnished and installed. 48 Payment - Payment shall be for the actual number of square yards of concrete driveway 50 installed. 51

01 20 00-13 March 2022 PCU – 004573A

1.23 Item Number: PW-999-0003 Paver Replacement 1

Description- The work specified under this pay item consists of furnishing all labor, 3 material, equipment, and incidentals necessary to complete the paver replacement, 4 including, but not limited to removal of existing walkway and/or driveway pavers, grading 5 and compaction of base material, reinstallation of existing pavers, furnishing new 6 matching pavers where necessary; and all ancillary items unless indicated elsewhere. 7 Measurement- Measurement will be per square yard acceptably furnished and installed. 9 Payment - Payment shall be for the actual number of square yards of pavers installed. 11

1.24 Item Number: PW-999-0004 Asphalt Replacement 14

Description- The work specified under this pay item consists of furnishing all labor, 16 material, equipment, and incidentals necessary to complete the asphalt replacement 17 associated with the installation of the new water main (Pay Item No. PW-330521-202-18 XXX and Item No. PW-331101-304-XXX) and water services (Pay Item No. PW-19 331101-314-XXX), including, but not limited to removal of existing asphalt roadway 20 and/or driveway pavers, grading and compaction of base material, reinstallation of 21 asphalt pavement in accordance with Pinellas County Standards where necessary; and 22 all ancillary items unless indicated elsewhere. 23 Measurement- Measurement will be per square yard acceptably furnished and installed. 25 Payment - Payment shall be for the actual number of square yards of asphalt pavement 27 installed. 28

1.25 ITEM NO. PW-999-0000 Unspecified Work (Allowance) – Water 31

Description: The work under this Section includes an allowance for any unspecified 33 work that may be associated with the work in this contract or as otherwise identified by 34 the Engineer. Any amount of extra work and/or alterations to this contract charged to 35 this pay item shall be fully documented and approved in writing, in advance, by the 36 Engineer. All work performed under this pay item shall be completed in accordance with 37 all conditions and requirements of this contract and shall include the work to be done by 38 all necessary subcontractors and/or suppliers. Authorized materials listing can be 39 retrieved from: 40 http://www.pinellascounty.org/utilities/PDF/eng_tech_specs.pdf 41 “Unspecified Work” shall mean the stated fixed sum of money to be used only at the 43 Engineer’s specified direction. The particular requirements and items for the allowances 44 will be provided to the Contractor at the appropriate time and allowance amounts shall 45 apply only to additional items over and above those specified/indicated in the plans for 46 this contract. 47 Measurement: The work in this Section shall be paid for by a portion of the allowance 49 under the Schedule of Values of this contract. Use of any portion of this pay item shall 50 require written approval by the Engineer. 51

01 20 00-14 March 2022 PCU – 004573A

The basis of negotiated process and subcontractor’s invoices will be included in the 1 Contractor’s pay application. Copies of invoices, equipment costs, and other supporting 2 documentation shall be included. 3 Payment shall be made under: 5 Item No. PW-999-0000 Unspecified Work (Allowance) 7

PART 2 – PRODUCTS (NOT USED) 10

PART 3 – EXECUTION (NOT USED) 13

END OF SECTION 16

COLOR AUDIO-VIDEO CONSTRUCTION RECORDS

07/08/18 01 32 33 -1 PC-STS

SECTION 01 32 33 1

COLOR AUDIO-VIDEO CONSTRUCTION RECORDS 3

PART 1 - GENERAL 6

1.01 DESCRIPTION 8

A. Audio/Video DVDs of all work areas in the Contract shall be prepared by 10 the Contractor. 11

B. Contractor To Prepare Audio/Video Recording - Prior to commencing the 13

Work, the Contractor shall have a continuous color audio/video recording 14 taken along the entire length of the Project including all affected project 15 areas. Streets, easements, rights-of way, lots or construction sites within 16 the Project must be recorded to serve as a record of pre-construction 17 conditions. Two copies of the recordings and video log shall be submitted 18 to the County. The ENGINEER shall designate those areas, if any, to be 19 omitted from or added to the audio-visual coverage. All DVDs and written 20 records shall become property of the County. 21

C. Scheduling Of Audio/Video Recording - No construction shall begin prior 23 to review and approval of the recordings covering the Project construction 24 area(s) by the County. The County shall have the authority to reject all or 25 any portion of a recording not conforming to specifications and order that 26 it be redone at no additional charge. The Contractor shall reschedule 27 unacceptable coverage within seven days after being notified. Recordings 28 shall not be made more than 30 days prior to construction in any area. 29

D. Professional Videographers - The Contractor shall engage the services of 31 a professional videographer known to be skilled and regularly engaged in 32 the business of preconstruction color audio-video documentation. The 33 videographer through the Contractor shall furnish to the Engineer a list of 34 all equipment to be used for the audio-video recording, i.e., 35 manufacturer’s name, model number, specifications and other pertinent 36 information. 37

E. Additional information to be furnished by the videographer is the…