Technical_Specifications_-_Ridgewwod_Sewer_Improvements.pdf

TECHNICAL SPECIFICATIONS

FOR

RIDGEWOOD SEWER

IMPROVEMENTS

PROJECT NO. 003204I

ISSUED FOR BID AND

CONSTRUCTION

PINELLAS COUNTY UTILITIES

Prepared by:

Parsons Transportation Group, Inc.

302 Knights Run Avenue, Suite 1240, Tampa, FL 33602

Phone (813) 933-4650 - Fax (813) 930-7332 www.parsons.com

Florida Certificate of Authorization No. 1838

AUGUST 2026

SECTION 7 - SPECIFICATIONS

RIDGEWOOD SEWER IMPROVEMENTS PROJECT I.D. 003204I

ISSUED FOR BID AND CONSTRUCTION

Table of Contents

AUGUST 2026 1 PCU-003204I

Note: The Supplemental Technical Specifications presented herein are project specific and are only related to this project and are not part of PCU’s Standard Technical Specifications for Utilities and Related Construction, June 2018 (STSU) or Public Works’ Standard Technical Specifications for Roadway and General Construction, July 2019 (STSR). All STSU and STSR will be designated as such in the specification section number at the bottom of the document by PCU-STSU or PPW- STSR. All Supplemental Technical Specifications will have a (S) designation following the section title in the Table of Contents and each specification will be designated in lower right-hand corner as PCU-003204I, where 003204I designates the specific Project Job Number.

TABLE OF CONTENTS

DIVISION 00 – PROCUREMENT AND CONTRACTING REQUIREMENTS

00 75 00 Special Provisions (S)

DIVISION 01 – GENERAL REQUIREMENTS

1-0100 Measurement and Payment & Abbreviations and Definitions (STSR) 01 31 13 Coordination (S) 01 31 19 Project Meetings (S) 01 32 16 Construction Progress Schedule (S) 01 32 33 Color Audio-Video Construction Records (STSU) 01 33 00 Submittals (S) 01 35 00 Special Project Procedures (STSU) 01 42 01 Reference Standards and Definitions (STSU) 01 45 00 Quality Control (S) 01 57 00 Control of Work (STSU) 01 57 13 Erosion and Sedimentation Control (STSU) 104 Prevention, Control, and Abatement of Erosion and Water Pollution (STSR) 01 58 01 Project Identification Signs (STSU) 01 70 00 Contract Closeout (S) 01 71 23 Field Engineering (S) 01 78 39 Project Record Documents (STSU) 005-0700 Survey and Layout by Contractor (STSR) 005-0900 As-Built Survey Requirements (Utility) by Contractor (STSR) 101-0100 Mobilization (STSR) 102-1000 Maintenance of Traffic (STSR) 999-0000 Unspecified Work (STSR)

DIVISION 02 – EXISTING CONDITIONS (NOT USED)

DIVISION 03 – CONCRETE (NOT USED)

AUGUST 2026 2 PCU-003204I

Note: The Supplemental Technical Specifications presented herein are project specific and are only related to this project and are not part of PCU’s Standard Technical Specifications for Utilities and Related Construction, June 2018 (STSU) or Public Works’ Standard Technical Specifications for Roadway and General Construction, July 2019 (STSR). All STSU and STSR will be designated as such in the specification section number at the bottom of the document by PCU-STSU or PPW- STSR. All Supplemental Technical Specifications will have a (S) designation following the section title in the Table of Contents and each specification will be designated in lower right-hand corner as PCU-003204I, where 003204I designates the specific Project Job Number.

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)

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 – 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

AUGUST 2026 3 PCU-003204I

Note: The Supplemental Technical Specifications presented herein are project specific and are only related to this project and are not part of PCU’s Standard Technical Specifications for Utilities and Related Construction, June 2018 (STSU) or Public Works’ Standard Technical Specifications for Roadway and General Construction, July 2019 (STSR). All STSU and STSR will be designated as such in the specification section number at the bottom of the document by PCU-STSU or PPW- STSR. All Supplemental Technical Specifications will have a (S) designation following the section title in the Table of Contents and each specification will be designated in lower right-hand corner as PCU-003204I, where 003204I designates the specific Project Job Number.

110 Clearing and Grubbing (STSR) 31 23 33 Excavation and Backfill for Pipes (STSU) 31 23 34 Excavation and Backfill for Structures (STSU) 120 Excavation and Embankment (STSR) 120-1100 Grading (STSR) 800-2100 Sheeting and Bracing (STSR)

DIVISION 32 – EXTERIOR IMPROVEMENTS

32 12 01 Stabilized and Asphalt Roadway Restoration (STSU) 32 13 01 Concrete Sidewalks, Driveways and Gutters (STSU) 32 92 01 Seeding and Sodding (STSU) 162-1000 Organic Topsoil (STSR) 530-2000 Riprap (STSR) 530-3000 Gabions (STSR) 580 Landscape (STSR) 918 Bioretention Soil Mix and Biosorption Activated Media for Infiltration (S)

DIVISION 33 – UTILITIES

33 01 32 Sanitary Sewer Cleaning and Televising (STSU) 33 01 33 Manhole Rehabilitation (STSU) 33 01 34 Sanitary Sewer Pipe Repairs (STSU) 33 11 01 Potable Water Main Piping and Appurtenances (STSU) 33 13 01 Disinfection of Potable Water Mains (STSU) 33 33 01 Gravity Sewers (STSU) 33 39 00 Sanitary Sewer Structures (STSU) 121 Flowable Concrete Fill (STSR)

DIVISION 34 –TRANSPORTATION

200 Roadway Base – Limerock (STSR) 334 Superpave Asphalt Concrete (STSR) 380 Milling and Resurfacing of Existing Asphaltic Concrete Pavement and Roadway

Base (STSR) 400 Concrete Structures (STSR) 425 Inlets, Manholes and Junction Boxes – FDOT & PCED Type Structures (STSR) 430 Pipe Culvert (STSR) 440-1000 Underdrain Polyvinyl-Chloride (PVC) Roadway (STSR) 515 Pipe Handrail (STSR)

AUGUST 2026 4 PCU-003204I

Note: The Supplemental Technical Specifications presented herein are project specific and are only related to this project and are not part of PCU’s Standard Technical Specifications for Utilities and Related Construction, June 2018 (STSU) or Public Works’ Standard Technical Specifications for Roadway and General Construction, July 2019 (STSR). All STSU and STSR will be designated as such in the specification section number at the bottom of the document by PCU-STSU or PPW- STSR. All Supplemental Technical Specifications will have a (S) designation following the section title in the Table of Contents and each specification will be designated in lower right-hand corner as PCU-003204I, where 003204I designates the specific Project Job Number.

520 Curb and Gutter & Traffic Separator - Concrete (STSR) 700 Highway Signing (STSR) 705 to 710 Pavement Striping, Markings and Reflective Pavement Markers (STSR)

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 46 - ELECTRICAL POWER (NOT USED)

SPECIAL PROVISIONS AND SUPPLEMENTAL TECHNICAL SPECIFICATIONS

AUGUST 2026 00 75 00 -1 PCU-003204I

SECTION 00 75 00 1

SPECIAL PROVISIONS AND SUPPLEMENTAL TECHNICAL SPECIFICATIONS 2

These Special Provisions provide additional information and modify the Pinellas County 4 Standard Technical Specifications for Utilities Construction (PC-STSU) for 2018 and 5 Standard Technical Specifications for Roadway and General Construction (PC-STSR) 6 dated 2019. Unless noted herein or on the Drawings, all conditions of the Standard 7 Technical Specifications apply. 8 Please reference Section 7 – Specifications of the Invitation to Bid (ITB) for project 10 document hierarchy. 11

ARTICLE SP-1 SUMMARY OF WORK 13

The Ridgewood Sewer Improvements Project will replace portions of the existing 15 sanitary sewer along the east end of 82nd Avenue and along 113th Street North (near the 16 intersection with 82nd Avenue) in the City of Seminole which were evaluated and found 17 to have capacity deficiencies that contribute to the high risk of sewer overflow during 18 heavy rainfall events. 19 The Scope of Work has project limits from just west of intersection of Ridgewood Circle 21 and 82nd Avenue heading east to dead end of 82nd Avenue (Baseline B); within utility 22 and construction easements across Lot 3 of the Plat “Second Additional To 23 Ridgewood”, Plat Book 43, Pages 32-33 and northern portion of Lot 17 of the Plat 24 “Ridgewood Groves Unit – 4”, Plat Book 51, Page 36, recorded in Pinellas County, FL 25 (Baseline B); and within the western Right-of-Way of 113th Street North and portion of 26 southbound lanes at the intersection of 82nd Avenue and 113th Street and north of same 27 intersection for an approximate total length of 120 LF (Baseline A). The work includes 28 construction of new sanitary sewer, abandoning/removal of old sanitary sewer, removal 29 of existing pavement, regrading for stormwater collection, and replacement of 30 stormwater structures on 82nd Avenue, and replacement of existing fire hydrant in new 31 location. The work includes the following construction components: 32

Approximately 500 linear feet of 12-inch PVC sanitary sewer, 34 Six 4-feet diameter manholes 35 Replacement of 2 stormwater inlets 36 Approximately 3,020 SF modified bioswale 37 Approximately 470 SY pavement replacement 38

Contractor shall be very cautious during construction in close proximity to the existing 40 24-inch concrete potable water main located in the west Right-of-Way of 113th Street 41 North. Between approximate stations 4+55B and 4+65B, hand digging is required due 42 to the existing 24-inch concrete potable water main. The 24-inch concrete potable water 43

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main needs to be held-in-place/stabilized during construction. 1

ARTICLE SP-2 SPECIAL PROVISIONS 3

1. Work to be within utility and temporary construction easements across 5 Lots 1 and 3, Block 4, of the Plat “SECOND ADDITION TO 6 RIDGEWOOD”, Plat Book 43, Page 32, Parcels 700A, 700B, and 700C, 7 shall be coordinated with property owner at Seminole Financial Centre, 8 8200 113th Street N., Suite 104, Seminole, FL 33772. 9

2. Work to be within temporary construction easement across Lot 6, Block 7, 10 of the Plat “SECOND ADDITION TO RIDGEWOOD”, Plat Book 43, Page 11 32, Parcel P701, shall be coordinated with property owner at Florida 12 Central Credit Union, 3333 Henderson Blvd., Tampa, FL 33609. 13

ARTICLE SP-3 ADDITIONAL INFORMATION AND STUDIES 15

1. GEOTECHNICAL REPORT 17

A. “Geotechnical Engineering Services Report, Ridgewood Sewer 19

Improvements, Pinellas County, FL”, dated August 28, 2019 by MC 20 Squared, Inc. (MC2). 21

2. PERMITS 23

A. The following permits have been obtained by Pinellas County and 25 are provided at the end of these Special Conditions: 26

a. Florida Department of Environmental Protection (FDEP) 27

Constructing a Domestic Wastewater Collection / 28 Transmission System General Permit 29

b. Pinellas County Right-of-Way Utilization Permit 30

c. City of Seminole Right-of-Way Utilization Permit 31

B. Any produced groundwater from dewatering activity which 33 discharges by a point source will require the submittal, by the 34 Contractor, of a Notice of Intent to be covered under the State of 35 Florida, Department of Environmental Protection Generic Permit for 36 the Discharge of Produced Groundwater from any Non-37 Contaminated Site Activity pursuant to 62-621.300(2). Before any 38 discharge of produced ground water can occur, analytical tests on 39 samples of the proposed untreated discharge water shall be 40 performed by the Contractor to determine if contamination exists. 41

ARTICLE SP-4 SUPPLEMENTAL TECHNICAL SPECIFICATIONS 43

AUGUST 2026 00 75 00 -3 PCU-003204I

Note: The Supplemental Technical Specifications presented herein 1 are project specific, are only related to this project and are not part 2 of PCU’s Standard Technical Specifications for Utilities and Related 3 Construction (STSU) or Public Works’ Standard Technical 4 Specifications for Roadway and General Construction (STSR). All 5 STSU and STSR will be designated as such in lower right-hand 6 corner of document by PCU-STSU or PPW-STSR. All 7 Supplemental Technical Specifications will have a (S) designation 8 following the section title in the Table of Contents and each 9 specification will be designated in lower right-hand corner as PCU-10 003204I, where 003204I designates the specific Project Job 11 Number. 12 00 75 00 Special Provisions (S) 14 01 31 13 Coordination (S) 15 01 31 19 Project Meetings (S) 16 01 32 16 Construction Progress Schedule (S) 17 01 33 00 Submittals (S) 18 01 45 00 Quality Control (S) 19 01 70 00 Contract Closeout (S) 20 01 71 23 Field Engineering (S) 21 918 Bioretention Soil Mix and Biosorption Activated Media 22 for Infiltration (S) 23

ARTICLE SP-5 MODIFICATIONS TO THE STANDARD TECHNICAL 26

SPECIFICATIONS 27

STANDARD TECHNICAL SPECIFICATIONS 29

FOR UTILITIES AND RELATED CONSTRUCTION 30

& 31

STANDARD TECHNICAL SPECIFICATIONS 32

FOR ROADWAY AND GENERAL CONSTRUCTION 33

1. 1-0100 Measurement and Payment & Abbreviations and Definitions 35

A. GENERAL: 37

Section 1-0100 only applies to pay items associated with Pinellas 38 Public Works’ Standard Technical Specifications for Roadway and 39 General Construction (STSR). Note that when referencing the bid 40 form to the technical specifications that are associated with the 41 Pinellas Public Works’ Standard Technical Specifications for 42 Roadway and General Construction (STSR), the specific detailed 43 pay item is not included in the technical specifications, only the 44 general item number is listed. (For instance, specification section 45 334 Superpave Asphalt Concrete includes any bid items which start 46

AUGUST 2026 00 75 00 -4 PCU-003204I

with “334”.) The measurement and payment criteria applicable to 1 pay items associated with Pinellas County Utilities Standard 2 Technical Specifications for Utilities and Related Construction 3 (STSU) are provided below. 4 There are numerous incidental items of work that are required to 6 complete the Project. While these items may not be specifically 7 mentioned or illustrated by the Contract Documents and there may 8 be no specific pay items listed for them, the Contractor will be 9 required to perform those incidental tasks that can be anticipated 10 through inspection of the Contract Documents, inspection of the 11 construction areas, and experience in this type of construction. 12

B. Unless specifically called out as a separate Pay Item, no separate 14 payment will be made for the following items and the cost of such 15 work shall be included in the applicable Pay Items or work: 16

a. Safety precautions. 17

b. Permits. 18

c. Project sign(s) – Up to 2 signs at location(s) directed by the 19

Owner. 20

d. Temporary utility connections. 21

e. Coordination with utilities for relocations or support services 22

(including relocations, removal, and replacement of ancillary 23 appurtenances). 24

f. Clearing and grubbing / tree removal. 25

g. Stakeout and surveying. 26

h. Site security. 27

i. Temporary lighting. 28

j. Bedding materials as detailed (excluding materials to replace 29 trench undercutting). 30

k. Handling, placing, manipulating, and compacting excavated 31 material suitable as backfill material. 32

l. Temporary pipe thrust restraint. 33

m. Maintenance of pipeline operations during pipe shutdowns. 34

n. Testing materials, equipment, media, and execution. 35

o. Offsite disposal of surplus and unsuitable excavated 36 material. 37

p. Offsite disposal of pipe and appurtenances removed. 38

q. Daily site cleanup. 39

r. Allaying of dust. 40

s. Temporary pavement. 41

t. Site cleanup and restoration. 42

u. Record keeping. 43

v. Project meetings. 44

w. Submittals. 45

AUGUST 2026 00 75 00 -5 PCU-003204I

x. Grating. 1

y. Sheeting and shoring. 2

z. Erosion protection / sediment control. 3

aa. Excavation. 4

bb. Pavement / concrete removal. 5

cc. Dewatering. 6

dd. Backfill. 7

ee. Compaction and grading. 8

ff. Testing. 9

gg. Appurtenant work and materials required for a complete and 10 operable system. 11

C. The prices included in the Schedule of Prices will be full 13 compensation for all labor, materials, tools, equipment and 14 incidentals, permit fees, bonds, taxes, mobilization / demobilization, 15 insurance, overhead and profit, temporary access roads and 16 facilities, and other miscellaneous costs necessary to complete the 17 construction as shown on the Drawings and/or as specified in the 18 Contract Documents to be performed under this Contract. Actual 19 quantities of each item bid on a unit price basis will be determined 20 upon completion of the construction in the manner set up for each 21 item in this section of the specifications. Payment for all items listed 22 in the Schedule of Prices will constitute full compensation for all 23 work shown and/or specified and required to accomplish the intent 24 of this Contract. 25

D. The actual amounts of work done and materials furnished under 27 unit price items may differ from the estimated quantities. In some 28 cases, a unit price item has been added to the bid schedule to 29 establish a cost basis in the event work associated with that item is 30 required. No guarantee is expressed or implied that the quantities 31 shown in the bid schedule shall be required to fulfill the Contract. 32

E. Payment for any stored material or equipment shall not imply that 34 the material or equipment meets the Contract Specifications or that 35 it will be found acceptable when incorporated into the Work. 36

F. Retainage and other payment conditions apply to all payments. 38

G. PAY ITEMS: 40

G.1. SCHEDULE 1 – RIDGEWOOD SEWER IMPROVEMENTS 42

PROJECT (PID 003204I) 43

ITEM NO. 550-10929 Fencing, Special Type, Remove & Replace 45

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Existing (6’ White Vinyl) 1 Description: The work consists of furnishing all labor, equipment and 3 materials to remove and replace a portion of the existing 6-feet high 4 white vinyl fence as shown on the Contract Drawings. It is necessary to 5 remove the existing fence to access the existing sanitary sewer and 6 install the new doghouse manhole (17DN-SM2755A) and new 7 connecting 12” PVC sanitary sewer. 8 The unit price shall include all costs that are necessary to remove and 10 install new matching 6-feet high white vinyl fence. 11 Measurement: Measurement for payment for removing and installing in 13 kind 6-feet high white vinyl fence is lump sum (LS) for the completed 14 work. 15 Payment shall be made under: 17 Item No. 550-10929 Fencing, Special Type, Remove & Replace 19

Existing (6' white vinyl) 20 ITEM NO. PW-331101-304-XXX Pipe – Potable Water 22

Description: The work consists of furnishing all labor, equipment and 24 materials and installing potable pipe by the open-cut method in 25 accordance with the specifications. 26

The unit price shall include all costs necessary to install the pipe up to 28 6 feet in depth, including: survey layout (based upon property 29 monuments established by others); protection of property; protection of 30 existing utilities, mailboxes and service connections; erosion protection 31 (silt fence, hay bales, floating turbidity barriers, or other means, as 32 required); materials, dewatering, pavement cutting, extra pipe fitting 33 material including joints/jointing material/restraints; shoring and 34 sheeting; bracing; utility crossings; barricades; clearing; grubbing and 35 stripping of the right-of-way; trenching, including exploratory 36 excavation; bedding and backfilling; pigging; flushing and cleaning; 37 pressure testing. Polyethylene encasement shall be included in the bid 38 price for DI pipe items. 39

Furnishing and installing chlorine injection points, temporary blow-off 41 assemblies, disinfection, pumps and appurtenances, method of 42 chlorination for pipe disinfection, method of de-chlorination for fluids 43 used for disinfection of potable water mains, and ductile iron fittings 44

AUGUST 2026 00 75 00 -7 PCU-003204I

shall be paid under separated pay item. Additional payment will be 1 made for extra depth installation over six feet. Well point dewatering is 2 an authorized pay item only when the installation is below 6 feet in 3 depth and site conditions warrant; all dewatering up to 6 feet in depth 4 is included in this pay item. 5

Measurement: Measurement for payment for furnishing and installing 7 pipe shall be made on a per linear foot (LF) basis as measured 8 horizontally above the pipe centerline through valves and fittings for all 9 pipe. Restrained joint pipe pay limits shall not exceed the values 10 shown in the restrained joint table. 11 Payment shall be made under: 13 Item No. PW-331101-304-06DRJF 6" D.I. restrained pipe class 350 15 ITEM NO. PW-331101-308-XXX Ductile Iron Fittings 17

Description: The work consists of furnishing all labor, equipment and 19 materials for installing ductile iron fittings not included in other items. 20 All fittings shall include and be installed with joint restraints. The unit 21 price includes furnishing and installing all fittings and materials above 22 or below ground along the pipeline alignment; joints, joint restrainers, 23 and jointing materials; thrust blocking; bracing, shoring, and sheeting; 24 dewatering, clearing, grubbing, and stripping; trenching, bedding and 25 backfill; constructing the specified protection and adjusting of existing 26 aboveground and underground utilities and service connections; 27 disposal of spoil; color coded polyethylene encasement; pressure 28 testing; erosion protection and control, and all other related and 29 necessary materials, work and equipment required to construct a 30 complete, operable pipeline. The cost of furnishing and installing joint 31 restraints shall be included in the unit price for Ductile Iron Fittings. 32

Measurement: The quantities of ductile iron fittings to be paid for 34 under this Item shall be the weight of the fitting required as established 35 weight per fitting, including bolts, in tons (2,000 pounds) measured in 36 place, completed, tested, and accepted. The weight of gaskets, 37 jointing materials, etc., shall not be included in the computation of 38 ductile iron fitting tonnage. An established table of weights for 39 acceptable fittings can be retrieved from the standard technical 40 specifications. 41

Payment shall be made under: 43

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Item No. PW-331101-308-C153 DI Fittings C153 (Compact Body) 1 ITEM NO. PW-331101-310-XXX Fire Hydrant Assembly 3

Description: This bid item describes measurement and payment for 5 installing fire hydrant assemblies with valves used in the construction 6 of potable water mains. All Fire Hydrant lead longer than 10-ft from the 7 main connection shall have a valve installed at the hydrant assembly. 8 The valve at the main line will be paid under separate pay item. The 9 unit bid price includes furnishing and installing fire hydrants, valves, 10 barrel extensions, restrained and anchoring pipe, anchoring elbows, 11 fittings, valve boxes and covers, color coded polyethylene 12 encasement, tracer wire access, filter fabric, valve identification tags, 13 paint reference stripe on curb, painting of valve cover and fire hydrant, 14 concrete valve box pad, extension stems, joint restraints, pressure 15 testing, excavation, backfill, dewatering, sheeting, shoring, surface 16 grading and incidental construction associated with these items. 17

Measurement: The quantities of fire hydrant assemblies to be paid for 19 under this item shall be the number each measured in place, 20 completed, tested, and accepted. 21

Payment shall be made under: 23

Item No. PW-331101-310-0002 Fire Hydrant Assembly with Valve 25

ITEM NO. PW-331101-312-XXX Tapping Saddle/Sleeve with Valve 27 and Box 28 Description: The work consists of the installation of tapping saddle or 30 sleeve and associated valves. The quantity to be paid for under this 31 item is the number of connections acceptably installed. Cut in tee and 32 valve may be required in some locations due to utility conflicts and will 33 be paid for as equal sized tap. The unit bid price includes all materials 34 and installation from the point of connection to the main line including 35 scheduling and notification of service interruptions, furnishing and 36 installing tapping saddle, color coded polyethylene encasement, 37 valves, taps, fittings, piping, joint restraints, valve boxes and covers, 38 concrete valve box pads, valve extension stems, tracer wire access, 39 valve identification tags, filter fabric, paint reference stripe on curb, 40 painting of valve box cover, excavation, erosion protection and control, 41 backfill, dewatering, sheeting, shoring, surface grading, disposal of 42 water, pressure testing and all other related, necessary, and incidental 43 materials, work and equipment required to complete the connection. 44 All joints shall be restrained. 45

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Measurement: The quantities of valves/taps to be paid for under this 2 Item shall be the number each measured in place, completed, tested, 3 and accepted. 4

Payment shall be made under: 6 Item No. PW-331101-312-0606TV 6" x 6" Tapping Sleeve Valve & 8 Box 9 ITEM NO. SS-312333-309-XXX Well Point Dewatering Initial 11

Description: Measurement and payment of this pay item is based 13 on the mobilization and set up of dewatering equipment as required by 14 the Contractor and allowed or directed by the Engineer to perform 15 contracted work in accordance with the Technical Specifications. The 16 work shall include all labor, equipment and materials, testing, and any 17 required incidentals necessary to completely install, monitor and 18 operate the dewatering system including the placement of up to twenty 19

(20) well points to the various depths listed in the proposal per job 20 assignment. The dewatering system shall stabilize the excavation and 21 remain in operation until backfilling operations are complete. This pay 22 item shall include the maintenance, repairs, pumps, fueling, oiling 23 greasing, and other operational support procedures and supplies 24 required for the operation of the system. 25

Well point dewatering is an authorized pay item only when the 27 installation is below 6 feet in depth and site conditions warrant or on 28 emergency response work where site conditions warrant as directed by 29 the County representative. 30

Measurement: The quantities to be paid for under this item shall be 32 based on the depth of each (EA) dewatering system per job 33 assignment, installed and accepted. 34 Payment shall be made under: 36

Item No. SS-312333-309-1012 Well Point Dewatering-Initial - 10' - 12' 38 Depth 39 Item No. SS-312333-309-1416 Well Point Dewatering-Initial - 14' - 16' 41 Depth 42 Item No. SS-312333-309-1699 Well Point Dewatering-Initial > 16' Depth 44

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ITEM NO. SS-312333-309-9XXX Well Point Dewatering - Additional 2

Description: This item provides all labor, materials and equipment 4 for the placement and operation of additional well points over and above 5 the twenty (20) well points paid for under Well Point Dewatering- Initial 6 pay item. The work includes connection of the well points to the 7 dewatering pumping equipment. 8 Measurement: The quantity to be paid under this item will be the actual 10 number of each (EA) well points placed and operated in the work as 11 directed by the County representative for the various depths listed in the 12 proposal less the twenty (20) paid for under Well Point Dewatering- Initial 13 pay item. 14 Payment shall be made under: 16

Item No. SS-312333-309-91012 Well Point Dewatering-Add'l - 10' - 18

12' Depth 19 Item No. SS-312333-309-91416 Well Point Dewatering-Add'l - 14' - 21

16' Depth 22 Item No. SS-312333-309-91699 Well Point Dewatering-Add'l > 16' 24

Depth 25

ITEM NO. SS-330134-307-BX-XXX BY-PASS PUMPING SET UP 27

AND OPERATION 28

Description: This item provides for mobilization, set up and operation 30 of by-pass sewage pumping equipment and temporary piping as 31 required and as described in the Standard Technical Specifications. 32 This Pay Item is applicable on projects or repairs that have high flow or 33 require an overnight bypass operation. 34 Measurement: The quantity to be measured for payment under this 36 Pay Item will be the actual number of by-pass pumping set ups and 37 operations, per part of day, required by the Engineer in the work. The 38 minimum measurement for this pay item is eight (8) hours or 0.333 39 days and is measured from the time that the sewage is actually by-40 passed. This eight (8) hour minimum (0.333 days) includes full 41 compensation for set up and operation for up to the first eight (8) hour 42 period. Additional time will be in tenths of the day or twenty-four (24) 43 hour period. The quantities determined shall be paid per day (DAY) or 44 portion of day of by-pass pumping set up and operation. 45

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Payment shall be made under: 2 Item No. SS-330134-307-B1-1214 12” – 14” Wastewater Flow 3

Through Bypass Pumping 4 Item No. SS-330134-307-B2-0810 8” – 10” Wastewater Bypass 5

Pumping Set up and Operation 6 ITEM NO. SS-333301-301-XXXXX-XXXX Pipe – Gravity Sanitary 8 Sewer 9

Description: The work consists of furnishing all labor, equipment and 11 materials for installing pipe as shown on the plans or directed by the 12 Engineer. All ductile iron pipe shall have polyethylene encasement. 13 The unit price shall include all costs necessary to install the pipe 14 including mobilization, survey layout (based upon property monuments 15 established by others), clearing and grubbing, excavation, 16 sheeting/shoring for excavation up to 6-ft deep, bracing, dewatering for 17 excavations up to 6-ft deep, structural fill, material, polyethylene wrap 18 on ductile iron pipe, testing, pavement cutting, trenching, utility 19 crossings, barricades, clearing of the right-of-way, protection of 20 property, backfilling, field layout, etc. Restoration will be paid for under 21 separate pay items. Work performed for Point Repairs of gravity sewer 22 pipes will be paid for under separate pay items. 23 Measurement: The quantities of pipe to be paid for under this item 25 shall be the length in linear feet of pipe measured along the centerline 26 of the pipe through manholes in place, completed, tested, and 27 accepted. 28 Payment shall be made under: 30 Item No. SS-333301-301-08P18-0608 8” PVC Pipe (C-900) DR 18 31

6’ – 8’ Depth (Gravity Sewer) 32 Item No. SS-333301-301-12P18-0608 12” PVC Pipe (C-900) DR 18 34

6’ – 8’ Depth (Gravity Sewer) 35 Item No. SS-333301-301-12P18-0810 12” PVC Pipe (C-900) DR 18 37

8’ – 10’ Depth (Gravity Sewer) 38

Item No. SS-333301-301-12P18-1012 12” PVC Pipe (C-900) DR 18 40 10’ – 12’ Depth (Gravity 41 Sewer) 42

This item shall also include cost for bracing existing 24-inch RCP water 43 main during construction activities. 44

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Item No. SS-333301-301-12P18-1214 12” PVC Pipe (C-900) DR 18 1 12’ – 14’ Depth (Gravity 2 Sewer) 3

ITEM NO. SS-333301-301-XXXX Remove Out of Service Gravity 5 Sewer Mains 6

Description: The work consists of furnishing all labor and equipment to 8 remove and dispose of out of service mains. Unless otherwise indicted 9 by the Engineer or his representative, the pipe removed becomes the 10 property of the Contractor. The unit price shall include all costs 11 necessary to remove the pipe (including fittings, valves, reverse 12 deadmen, etc.) including mobilization, pavement cutting, trenching, 13 replacement of base material, dewatering for excavations up to 6-ft 14 deep, sheeting for excavations up to 6-ft deep, bracing, utility 15 crossings, barricades, clearing of the right-of-way, protection of 16 property, backfilling, restoration of pavement and grass, etc. 17 Measurement: The quantities of pipe removal to be paid for under this 19 Item shall be the length in linear feet (LF) of pipe measured along the 20 centerline of the pipe through valves and fittings actually removed. 21 Payment shall be made under: 23 Item No. SS-333301-301-90608 Remove Out of Service Gravity 24

Pipe 6" or 8" 25

Item No. SS-333301-301-91012 Remove Out of Service Gravity 27 Pipe 10" or 12 28

ITEM NO. SS-333301-301-9XXXX Installation of Adjustment of 30 Sanitary Sewer Service Collector 31 Description: The work consists of furnishing all labor, equipment, by-33 pass operations, customer coordination and materials for installation of 34 a new or relocating a sanitary sewer service lateral found to be in 35 conflict with proposed improvement or as directed by the Engineer. 36 The unit price shall include all costs necessary to install up 30 linear 37 feet of service pipe including mobilization, survey layout (based upon 38 property monuments established by others), material, polyethylene 39 wrap on ductile iron pipe, fittings, pipe cutting, wye unit on main, 40 installation of riser pipe and cleanout at the ROW line, pavement 41 cutting, trenching, dewatering for excavations up to 6-ft deep, sheeting 42 for excavations up to 6-ft deep, bracing, utility crossings, barricades, 43 clearing of the right-of-way, protection of property, backfilling, field 44 layout, etc. Service pipe lengths in excess of 30 feet will be paid for as 45

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Gravity Sewer Pipe. Restoration will be paid for under separate pay 1 items. 2 Measurement: The quantities of pipe to be paid for under this item 4 shall be each measured and inspected in place, completed, and 5 accepted. 6 Payment shall be made under: 8 Item No. SS-333301-301-960810 Install or Relocate 6” SS Service 9 Lateral 8’-10’ Depth 10 ITEM NO. SS-333301-307-1XXX Manhole Connection (Including 12 Coring) 13 Description: The work consists of all labor, equipment, investigative 15 digging, and materials for repair of an existing connection into manhole 16 wall or to install a new connection. All core drills shall be of sufficient 17 diameter to accommodate pipe connection. Manhole connections may 18 be either gravity sewer or sewer forcemain. All connections shall 19 include a water stop or boot connection. Payment shall also include 20 core drills, masonry or concrete patching, fiberglass and interior 21 surface patching, shoring, dewatering for excavations up to 6-ft deep, 22 backfill, refill, compaction operations, compaction testing or re-testing, 23 and traffic control. All sewer forcemain connections shall include 24 installation of a drop bowl, paid for under MANHOLE INSIDE DROP 25 CONNETION pay item. The work does not include excavation or 26 surface restoration which, if required, will be paid for, or is part of the 27 work, under other Contract Pay Items. 28 Measurement: The quantities of connections into manholes to be paid 30 under this item shall be each measured in place, completed, inspected, 31 and accepted. 32 Payment shall be made under: 34 Item No. SS-333301-307-1008 8” Sewer Line Manhole Connection 35 Item No. SS-333301-307-1010 10” Sewer Line Manhole Connection 37 Item No. SS-333301-307-1012 12” Sewer Line Manhole Connection 39 ITEM NO. SS-333401-105-9000 Grouting Out of Service Pipe 41 Description: This item provides for all labor, equipment and material to 43 install chemical grout or flowable fill into an existing pipe to be 44 abandoned. Prior to grout filling the line, the Contractor shall verify that 45

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no live services remain connected to the line. The underground conduit 1 (pipe, waterline, sewer line, storm drain line, etc.) be completely filled 2 with a low strength cement grout (or flowable fill). In order to achieve 3 this, the grout to be pumped into the line shall have a consistency that 4 will permit forced flow into the entire length of line. Blocking the line by 5 intermediate excavation and gravity flow concrete or grout is NOT 6 acceptable. The existing line to be grout filled shall be exposed and 7 plugged with concrete bulkheads or plugs at both ends. The grout shall 8 be pumped through the pipe until the grout is visible at the other end of 9 the underground conduit. No more than 15 psi shall be used to pump 10 the grout mixture, and care should be used to avoid grout filling 11 adjoining voids. 12 Measurement: The quantities of pipe to be paid for under this Item 14 shall be the volume in cubic yards of the inside pipe area times the 15 length of pipe. No payment will be made for material that escapes the 16 pipe or ends enclosures. 17 Payment shall be made under: 19 Item No. SS-333400-105-9000 Grouting out of service pipe 21

ITEM NO. SS-333400-105-9XXX Disconnect and Plug Sewer Main 23 Description: The work consists of furnishing all labor, equipment and 25 materials to disconnect and cap/plug sewer mains that will remain in 26 or out of service. The unit price shall include all nuts, bolts, gaskets, 27 caps/plugs, restraint devices, thrust blocks, cutting existing pipe, 28 removal of valve boxes, blow-off assemblies, scheduling and 29 notification of service interruptions and all other operations required to 30 disconnect and cap/plug the water mains. 31 Measurement: The quantity of disconnect and cap/plug water mains to 33 be paid for under this item shall be the number each (EA) measured in 34 place, completed and accepted. 35 Payment shall be made under: 37 Item No. SS-333400-105-90608 Disconnect & Plug 6" or 8" Pipe 38

ITEM NO. SS-333900-302-CXXX Manhole Bench Replacement 40 Description: This pay item includes the replacement of manhole 42 benches and invert channels. The work includes all labor, equipment 43 and material for rebuilding existing manhole inverts and benches as 44 described in Standard Technical Specifications, Section 33 33 01 – 45

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Gravity Sewers and Section 33 39 00 – Sanitary Sewer Structures. 1 Measurement: The quantity of manhole bench replacement to be 3 measured for payment under this Pay Item will be the actual number 4 each (EA) of manholes that have manhole inverts and benches rebuilt. 5 Payment shall be made under: 7 Item No. SS-333900-302-C004 4’ Dia. Manhole – Bench Replacement 8 ITEM NO. SS-333900-302-KXXX Adjust Manhole Rim & Cover 10 Description: This item provides all labor, equipment and materials for 12 adjusting existing manhole riser, C.I. frame, and cover. Adjustment 13 includes removal of existing ring and cover and removal or placement 14 of up to 6 courses of brick and reinstalling the existing ring and cover. 15 The work does not include excavation, surface restoration, sheeting or 16 well point dewatering which, if required, will be paid for, or is part of the 17 work, under other Contract Pay Items. 18 Measurement: The quantities of manhole rim and cover adjustments 20 to be paid under this item shall be each measured in place, on grade, 21 inspected, and accepted. 22 Payment shall be made under: 24 Item No. SS-333900-302-K001 Adjust Manhole Rim & Cover to 26 Finished Grade (In Pavement) 27 ITEM NO. SS-333900-302-XXXX Manhole 29 Description: The work consists of furnishing all labor, equipment, by-31 pass operations, customer coordination and materials for constructing 32 a sanitary sewer manhole at location shown on plans or as directed by 33 the Engineer. The unit price shall include all costs necessary to 34 construct the manhole including survey layout (based upon property 35 monuments established by others), material, pavement cutting, 36 trenching, replacement of base material, dewatering for excavations up 37 to 6-ft deep, sheeting for excavations up to 6-ft deep, bracing, utility 38 crossings, barricades, clearing of the right-of-way, protection of 39 property, and backfilling. The depth of the manhole will be measured 40 from the top of the cover down to the invert of the outlet sewer pipe. 41 Excavation and well point dewatering for pipeline Manhole installations 42 are separate pay items. 43

Measurement: The quantities of manholes to be paid under this item 45

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shall be vertical feet of depth measured in place, completed, inspected, 1 and accepted. Quantities can be rounded up to the nearest tenth of a 2 vertical foot. 3 Payment shall be made under: 5 Item No. SS-333900-302-4001 4’ dia. - Precast Manhole Standard 7 Item No. SS-333900-302-4003 4’ dia. - Precast Manhole Outside Drop 9 Item No. SS-333900-302-4006 4’ dia. - Doghouse Manhole Standard 11 ITEM NO. SS-333900-302-9001 Remove Existing Manhole - Initial 13

Description: This work item shall provide all labor, equipment and 15 materials for the removal of existing manholes up to four feet in depth 16 and plugging of existing lines with brick and mortar. The work does not 17 include excavation, surface restoration, sheeting, MOT, or well point 18 dewatering which, if required, will be paid for under other Pay Items. 19 This item shall also include cost for removing the existing manhole ring 20 Measurement: The quantity to be measured for payment under this 22 Pay Item will be the actual number of manholes removals completed 23 and accepted up to four (4) feet in depth. 24 Payment shall be made under: 26 Item No. SS-333900-302-9001 Removal of Existing Manhole – Initial 28

ITEM NO. SS-333900-302-9002 Remove Existing Manhole – 30 Additional 31

Description: The work consists of all work contained in Pay Item 33 Remove Existing Manholes and provides for manhole removal for 34 depths greater than four (4’) feet deep. 35 Measurement: The quantity to be measured for payment under this 37 Pay Item will be the actual length in vertical feet of additional manhole 38 removal in the work less the four (4) feet paid for under other Pay 39 Items 40 Payment shall be made under: 42 Item No. SS-333900-302-9002 Remove Existing Manhole – 44

Additional 45

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H. ABBREVIATIONS AND DEFINITIONS: 1

a. PAYMENT: Payment for lump sum stated in the bid shall 3 constitute full compensation for all required labor, products, 4 tools, equipment, transportation, installation, services, and 5 incidentals required to complete all Work specified under that 6 particular item and all costs for doing related Work as set forth 7 in these specifications and/or on the Contract Drawings or 8 implied in carrying out their intent. The price bid for the lump 9 sum price stated in the bid shall be deemed to include an 10 allowance for overhead and profit. 11

b. DEFECT ASSESSMENT: Replace the Work, or portions of 13 the Work, not conforming to specified requirements, unless 14 otherwise directed by the Engineer. If, in the opinion of the 15 Engineer, it is not practical to remove and replace the Work, the 16 Engineer will direct one of the following remedies: 17

(1) The defective Work may remain, but the price will be 18 adjusted to a new price at the discretion of the Engineer. 19

(2) The defective Work will be partially repaired to the 20 instructions of the Engineer, and the price will be adjusted 21 to a new price at the discretion of the Engineer. 22

(3) The defective Work is accepted “as is” by the Engineer, if 23 in his opinion the defects will not impair the intended 24 design purpose. 25

(4) The authority of the Engineer to assess the defect and 26 identify payment adjustment is final. 27

c. NON-PAYMENT FOR REJECTED PRODUCTS: Payment 28 will not be made for any of the following: 29

(1) Products determined as unacceptable before or after 30 placement. 31

(2) Products not completely unloaded from the transporting 32 vehicle. 33

(3) Products remaining on hand after completion of the Work. 34

(4) Loading, hauling and disposing of rejected products. 35

d. ENGINEER: The Engineer shall be a qualified County 37 representative. The County representative may be a member of 38 County staff or a consultant. 39

. 40

2. 01 32 33 Color Audio-Video Construction Records 41

A. Contractor to provide pre and post construction closed circuit 43 television (CCTV) video from within existing 24” RCP storm sewer at 44 crossing of the proposed 12” PVC sanitary sewer on 113th Street N., 45 noting joint tolerances upstream and downstream of the crossing, to 46 ensure the 24” RCP storm sewer has not settled. Contractor to 47

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coordinate with Pinellas County and provide at least 2 weeks’ notice 1 prior to CCTV video. 2

B. Add new Paragraph 1.02 – Construction Photographs as follows: 3

“1.02 CONSTRUCTION PHOTOGRAPHS 5

Photographs shall be taken in strict 7 conformance with this Section and shall be 8 furnished to the Engineer with each Payment 9 Application. 10

A. Views and Quantities Required: 12

1. At least five (5) views of overall Project 14 site monthly, where Work is in progress. 15

2. Each time photographs are taken, at 17 least one (1) photograph shall be taken 18 from the same overall view as was 19 taken during the previous photograph 20 session. 21

3. The Contractor shall consult with the 23

Engineer for instructions concerning 24 views required. 25

4. Submit two (2) flash drives of all 27 construction photographs with each 28 Payment Application. 29

B. Digital images shall be color, high resolution 31 and sharpness, maximum depth-of-field with 32 minimum distortion. Camera shall be 33 professional digital model. 34

C. Each flash drive and image shall be identified 36 on the flash drive listing: 37

1. Name of Project 39

2. Orientation of view 40

3. Description of image 41

4. Date image was taken.” 42

3. 01 35 00 Special Project Procedures 44

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A. Add new Paragraph: 2

“1.05 OWNER’S SAFETY REQUIREMENTS 4

A. CONTRACTOR’S SITE-SPECIFIC SAFETY, 6

HEALTH, AND ENVIRONMENTAL PLAN: The 7 Contractor is solely responsible for content and 8 implementation of the Contractor’s safety plan. 9 The Contractor shall prepare and submit for 10 evaluation, a written site-specific safety, health, 11 and environmental plan (SSHEP) for work 12 conducted under this project. The Contractor’s 13 SSHEP at a minimum shall include the following: 14

1. Contractor’s Safety, Health, and 16

Environmental (SH&E) Policy Statement. 17

2. Scope of Work Evaluation 18

3. Responsibilities and Identification of Key 19

Personnel 20

4. Overall Assessment of SH&E Hazards, 21

Exposures, and Risks 22

5. SH&E Compliance Programs 23

6. SH&E Compliance Training Matrix and 24

Training / Education Processes 25

7. Site-specific Worker Orientation Program 26

8. Identification of Competent / Qualified 27

Persons 28

9. Hazard Identification, Notification, and 29

Correction Process 30

10. Specific Hazard and Risk Control Measures 31

11. Integration of SH&E Risk Mitigation 32

Planning in 2-Week Look-ahead 33 Submissions 34

12. Employee Participation and Consultation 35

13. Emergency Action Plan 36

14. Site-specific Medical Emergency Plan 37

15. Incident Reporting, Investigation, and 38

Corrective Action Processes 39

16. Work Site Inspection and Program Audit 40

Process 41

17. Progressive Disciplinary Program 42

18. Recordkeeping / Document Retention 43

Processes” 44

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4. 01 78 39 Project Record Documents 1

A. Edit Paragraph 1.08.B. 3

Remove “(http://www.pinellascounty.org/technical/CAD/CAD-5 Standards.pdf, Version 1.0, July 2017)” 6

Add “(Go to https://pinellas.gov/engineering-technical-information-7 public-works-and-utilities/ and click on link for Pinellas 8 County CADD Standards Manual (2024))” 9

5. 005-0700 Survey and Layout by Contractor 11

A. Station Boards, as defined in this Section, are not required for this 13

Project. 14

6. 101-0100 Mobilization 16

A. All costs associated with providing submittals and demobilization 18 work shall be included in the Basis of Payment for 101-0100 19 Mobilization. 20

B. The following table shall apply: 22

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

*Payment for Mobilization/Demobilization will be limited to 10 percent of the original Contract amount for the Project. Any remaining amount will be paid upon completion of all Work on the Project, including final punch list Work items.

C. Station boards are not required for this Project. 25

7. 102-1000 Maintenance of Traffic (Lump Sum) 27

A. Street signs damaged during construction will be replaced at no 29 cost to the County. 30

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B. Add the following sentence to paragraph 5, “Contractor to minimize 1 road closures of southbound 113th Street N. and determine if one lane 2 closure is feasible for portions of the Phase 1 work.” 3

8. 110 Clearing and Grubbing 5

A. Additional work and payment covered under clearing and grubbing 7 shall be the demolition and removal of all items identified on Demolition 8 Sheet 10 within the limits of construction. 9

B. See additional requirements on General Notes, Clearing and 11

Grubbing. 12

9. 120 Excavation and Embankment 14

A. The excavation and embankment that is not associated with the 16 sewer work includes the excavation and reshaping of side slopes 17 within the entire Right-of-Way of 82nd Ave. N. between Ridgewood 18 Circle and 113th Street N. (e.g. bioswale excavation area), which is 19 necessary to construct the bioswale and stormwater improvements. It 20 also includes the grading associated with the proposed sidewalk in 21 bioswale excavation area. 22

B. The select fill material for backfilling is within the limits of the 24 bioswale excavation area and consists of 6-inch deep clean sand (free 25 of organics) for layer above the biosorption activated media. 26

C. Refer to Section 918 for the compaction requirements for the 28…