Specifications-5-14-24.pdf

SPECIFICATIONS

ROAD AND STREET CONSTRUCTION

PID No. 006025A

DANSVILLE COMMUNITY PARK

In Pinellas County, Florida

TO ACCOMPANY PINELLAS COUNTY STANDARD TECHNICAL SPECIFICATIONS FOR ROADWAY AND

RELATED CONSTRUCTION (JULY 2019 EDITION), PINELLAS COUNTY UTILITIES DEPARTMENT

STANDARD TECHNICAL SPECIFICATIONS FOR UTILITIES AND RELATED CONSTRUCTION (JUNE 2018 EDITION), AND FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) STANDARD SPECIFICATIONS

FOR ROAD AND BRIDGE CONSTRUCTION - DIVISIONS II AND III ONLY (FY2023-2024):

Engineering & Technical Information: Public Works & Utilities - Pinellas County

Modified Pinellas County Standard Technical Specification (Replaces the July 2019 Clearing and Grubbing Specification)

CLEARING & GRUBBING 110:

The work specified under this Section consists of the clearing and preparation of sites for proposed construction, in accordance with the requirements of Section 110 of the FDOT Specifications, as amended herein. The work specified under this Section must include the removal and off-site disposal of all trees indicated on the plans to be removed, the removal and off-site disposal of all brush, stumps, roots, rubbish and debris, and all obstructions resting on or protruding through the surface of the existing ground and the surface of excavated areas, the removal and off-site disposal of all existing facilities, drainage structures, culverts, pipes, and pavement indicated on the plans to be removed, and the removal and off-site disposal of all buildings, structures, appurtenances, and other facilities necessary to prepare the area for the proposed construction.

No stock piling of material on the roadway, within tree protection zones (TPZ), or on the sidewalk is allowed.

All extra dirt and/or debris must be removed daily as part of the daily clean-up process. The roadway and the sidewalks must be swept daily. All costs associated with daily clean-up process and sweeping must be included in the Lump Sum bid for Clearing and Grubbing. All buildings, structures, utilities, and other obstructions indicated on the plans to remain, must be carefully protected against displacement or damage.

Materials and labor for this protection must be included in the Lump Sum cost of Clearing and Grubbing.

Except as otherwise provided for in these specifications, the work to be performed under this Section must also include the clearing and grubbing necessary for the excavation of detention ponds, borrow pits, and the like, and the clearing and grubbing necessary for the construction of designated haul routes, and including the removal and off-site disposal of all product and debris except that which is to be salvaged or which is required to complete the construction of the project.

Where possible, all trenching or excavation within tree protection zones (TPZ) shall be done by hand or an air spade. After excavation, all tree roots greater than one inch (1”) in diameter must be cleanly pruned or saw cut, not crushed or torn. Where it is not possible to hand trench, mechanical excavation may be approved by the Engineer. Trunk/root flare and soil/root protection measures in accordance with Pinellas County Standard Detail Index 1111 must be employed to prevent tree damage from mechanical excavation equipment. The Contractor must not cut tree roots greater than three inches (3”) in diameter within the critical root zone (CRZ) without prior approval of the Engineer, after the inspection of an International Society of Arborists (ISA) Certified Arborist, preferably ISA Tree Risk Assessment Qualified (TRAQ). All root pruning must conform to ANSI A300 (Part 8) Standard Practices (Root Management). After root pruning, cut roots should be covered and kept moist until final grade is established. Cutting tree roots https://pinellas.gov/engineering-technical-information-public-works-and-utilities/ greater than 3” in diameter in the critical root zone (CRZ) or tree roots greater than six inches (6”) in diameter within the TPZ shall be reviewed by a County Arborist to determine if a tree designated to remain may need to be removed to prevent future liability.

The Contractor must make his own inspection to determine the character, density and extent of trees, vegetation, and other items subject to removal and disposal under these provisions. The attention of the Contractor is directed to the fact that the burning of debris resulting from clearing and grubbing operations will not be permitted within County-owned lands or rights-of-way. Nothing in these provisions must be construed to authorize the removal or disturbance of any tree or other form of vegetation, or any marine, land or air creatures’ natural habitat, which may be subject to the jurisdiction of regulatory agencies. This Section must also include the cost for trimming of trees and disposal of the trimmings, as shown on the plans and/or required for construction of project. All tree trimming must be performed by or under the supervision of an ISA Certified Arborist and conform to ANSI A300 (Part 1) Standard Practices (Pruning), cost of which is included in the Clearing and Grubbing pay item.

This Section must also include the temporary relocation of mailboxes during construction and permanent relocation after construction has been completed. The work must also include the relocation of the mailbox foundation. The Contractor must coordinate with the Post Office to confirm the mailbox locations. Mailboxes must be restored to equal or better condition that existed prior to the commencement of construction activities, location of which must meet roadway clear zone requirements found in the FDOT Florida Green Book. Work related to mailboxes must be included in the Lump Sum pay item for Clearing and Grubbing A. Ownership of Removals:

i. All removed materials not claimed by the County must become the property of the Contractor and must be disposed of by the Contractor in areas provided by the Contractor. This work must be included in the pay item Clearing and Grubbing.

ii. Transporting and placement of removed material must be paid for under and included in the pay item of Clearing and Grubbing.

B. Items in County Right-of-Way:

The Contractor must notify in writing all property owners to remove any items (landscaping, signs, irrigation systems, lighting, etc.) from the County Right-of-Way that owners wish to salvage a minimum of fourteen

(14) calendar days in advance of construction activities. After the notification period, it is the Contractor’s responsibility to remove said items that conflict with construction activities prior to construction. For irrigation systems that the owners wish to salvage, the contractor must place a temporary cap on the pipe that feeds into the irrigation system conflicting with construction activities within County Right of Way. The price and payment for capping and removal of irrigation systems, and removal of other items must be included in the payment item of Clearing and Grubbing.

C. Irrigation/Sprinkler Systems: The Contractor must restore irrigation systems in the public Right-of-Way to pre-construction conditions (or better). The Contractor must verify the proper working order of sprinkler systems affected by Construction, both prior to and after construction. Restoration and verification efforts must be included in the lump sum cost of Clearing and Grubbing, unless otherwise specified in separate pay items.

D. Tree Protection: Trees not within the Clearing and Grubbing area and those specified to remain within County property/right of way, must be protected during construction with Tree Protection Barricades, in accordance with Pinellas County Standard Detail Index 1111. The payment for Tree Protection must be included in the Lump Sum pay item, “Clearing and Grubbing”.

E. Tree and Stump Removal: Unless otherwise indicated by the Engineer in the construction documents, all trees deemed in conflict with the construction activities must be marked by the Contractor for removal, and field validated by the Engineer and a County Arborist in advance of construction. The Contractor must not remove any trees without authorization from the Engineer, after inspection by an ISA Certified Arborist.

F. This work must be included and paid for under the pay item Clearing and Grubbing. Tree stumps, roots, debris, subterranean items, and other abandoned items:

i. Unless otherwise directed by the Engineer, must be removed from sidewalk, drainage, roadway and driveway areas to a depth of 1) six (6) inches below the bottom of the aforementioned item OR 2) four (4) feet below the proposed surface (the greater of the two) and backfilled with A-1 or A-3 soil material. The excavation and backfilling must be included in the Lump Sum cost of Clearing and Grubbing.

Basis of Payment The work and incidental costs specified as being covered under this Section must be paid for at the contract unit price per Lump Sum (LS), for Clearing and Grubbing. If the Schedule of Values includes a specific pay item from the list provided in Section 110, then the work must be paid for at the contract unit price.

If a pay item is not provided in the bid sheets from Section 110, then the cost for said item/work must be included in the “Clearing and Grubbing” (Lump Sum) pay item.

Section 900-0100 of the Pinellas County Roadway Std. Tech. Specs. SIGN - PROJECT

IDENTIFICATION

PAY ITEM NO. 900-0100 SIGN, PROJECT IDENTIFICATION

The work specified under this Section consists of the furnishing of all labor and equipment required for the erection and maintenance of one 4-foot x 8-foot x 1/8-inch aluminum Project Identification Sign which shall be installed at a location designated by the Engineer prior to construction and shall be removed and disposed of at substantial completion.

The one 24-inch x 30-inch Penny for Pinellas sign shall be installed at substantial completion of the project.

The Penny sign shall remain in their permanent locations as designated by the Engineer.

The signs shall be provided and transported to the project site by the County but shall be erected by the Contractor.

Basis of Payment The work specified under this Section shall be paid for Lump Sum (LS) as constructed and accepted.

SPECIAL PROVISIONS

(Amends the Pinellas County Standard Technical Specifications for

Roadway and General Construction) Technical Specs for Roadway and General Construction Jul 2019 - Pinellas County

PAY ITEM NO. 520-360X WHEEL STOP, Concrete, 6-FT Length

Description: The work consists of all labor, material, and equipment required to install wheel stops per plans and specifications. Recycled plastic wheel stops will not be allowed. ADA wheel stops shall be painted blue for ADA Parking.

Measurement and Payment: The work specified in this Section will be paid for at the contract unit price per Each (EA).

Pay Item No. 520-3606 - WHEEL STOP, Concrete, 6-Ft Length Pay Item No. 520-3608 - WHEEL STOP, Concrete, 6-Ft Length, Blue, ADA

PAY ITEM NO. 900-9000 GEOTEXTILE, Under Path

Description: The work consists of all labor, material, and equipment required to install geotextile, Marafi RS380i or approved equal, under path per plans and specifications.

Measurement and Payment: The work specified in this Section will be paid for at the contract unit price per Square Yards (SY).

Pay Item No. 900-9000 GEOTEXTILE, Under Path https://pinellas.gov/technical-specs-for-roadway-and-general-construction-jul-2019/

SUPPLEMENTAL SPECIFICATIONS

ROADWAY / DRAINAGE

(The following supplemental specifications are in addition to the Pinellas County Standard

Technical Specifications for Roadway and General Construction)

Technical Specs for Roadway and General Construction Jul 2019 - Pinellas County

Section 005-0701 of the Pinellas County Roadway Std. Tech. Specs. Survey and Layout

The specification for the Survey, Construction Layout shall be amended to include:

• All property corners shall be located and flagged with a stake or marker of the project boundaries.

• All property corners and section corners shall be protected through the contract period by the

Contractor. If a property corner is damaged, it will be restored by a Florida-registered Professional Land Surveyor at no additional cost to the County.

PAY ITEM NO. 005-0701 - SURVEY, Construction Layout - The work specified under this Section must be one Lump Sum (LS) quantity.

Section 005-0850 of the Pinellas County Roadway Std. Tech. Specs. Permitting As-Built Survey Requirements by Contractor

The specification for Survey, Permitting As-Built Survey Requirements by Contractor shall be amended to include:

The items requiring as-built surveying include but are not limited to:

• Ground shots of proposed sidewalks, pavements/roadway cross sections, swales, depressional areas, and general grading spots to demonstrate planned versus as- built conditions.

• Stormwater system flow line, inverts of new storm pipes/structures, curb, and ditch/swales flowline elevations.

• Sanitary collection system inverts and potable water system locations (alignment, depth, and location of bends/valves).

• Location of underground irrigation systems (pipes, irrigation heads, valves) and electrical system components.

• Location of potable water systems (pipes, valves) and other appurtenances.

• Building finished floor elevations (FFE).

• Other project components shown on the plans.

As-builts information shall be provided at substantial project completion for review before being signed/sealed by a licensed surveyor. Upon approval of the final as-built survey, the County shall receive the final AutoCAD of constructed project elements.

PAY ITEM NO. 005-0850 - SURVEY, As-built Requirements - The work specified under this Section must be one Lump Sum (LS) quantity.

https://pinellas.gov/technical-specs-for-roadway-and-general-construction-jul-2019/

Section 120 of the Pinellas County Roadway Std. Tech Specs. – Excavation and Embankment

The specification for Excavation and Embankment shall be amended to include the following:

Testing Requirements for Imported Soils for Park Projects:

Fill material brought in from offsite shall be tested pursuant to FDEP clean fill criteria to verify the material is clean.

Quality assurance samples taken by the County. The County will require 14 days to complete soil sampling and a turn-around-time for laboratory analyses is estimated at 14 days from the last collected sample. Fill material is commonly tested for the site-specific contaminants being cleaned up and/or is based on suspicion of contamination at the site from which the fill material is originating.

A minimum of one set of classification tests shall be performed per borrow source. [One] fill material sample per borrow source shall also be collected at a frequency of once per [2500] cubic yards and tested for the parameters listed below.

Chemical Parameter Test Frequency Criteria: [1 sample] [per] [2500 CY] Clean fill verification parameters:

• VOCs via EPA Method 8260

• PAHs via EPA Method 8270

• Pesticides via EPA Method 8081

• PCBs via EPA Method 8082

• RCRA Metals via EPA Method 6010 (mercury via EPA Method 7471)

• Total Recoverable Petroleum Hydrocarbons (TRPH) by the FL-PRO Method

• Sample analyses to be performed by a NELAP-certified environmental laboratory with an active FL DOH registration.

Physical Parameter Criteria Test Method:

Do not import or use material for fill material until borrow source chemical and physical test results have been submitted and approved by the Engineer.

PAY ITEM NO. 120-0020 EXCAVATION AND FILL, Unsuitable Material

The specification for Excavation and Embankment, Excavation of Unsuitable Material and Fill Material shall be amended to include the following:

• According to the Geotechnical Report by Tierra (04/03/24, Appendix 6), debris has been found in multiple locations within the project site. This provision covers the excavation and proper disposal of any such debris, if encountered, to an approved facility, as directed by the Engineer.

• The fill material shall be used to fill the void from the excavation of unsuitable material only. All other required fill material is included in the Grading pay item.

• The fill material shall meet the requirements for structural fill as specified in the Geotechnical Report, prepared by Tierra on 04/03/24 (Appendix 6).

• All imported fill shall meet the testing requirements to ensure the soil is not contaminated as listed in ‘Testing Requirements for Imported Soils for Park Projects.’

• Based on the Geotechnical Report prepared by Tierra on 04/03/2024 (Appendix 6), unsuitable material may need to be removed; however, the amount is uncertain. The engineer shall define the limits of removal. Payment shall be made only for final in-place measured quantities.

PAY ITEM NO. 120-0020 EXCAVATION AND FILL, Unsuitable Material – The work specified in this Section shall be paid for at the contract unit price per Cubic Yards (CY).

Section 425 of the Pinellas County Roadway Std. Tech Specs – Inlets, Manholes and Junction Boxes

The specification for Inlets, Manholes, and Junction Boxes shall be amended to include:

PAY ITEM NO. 425-815-0000 – INLET, ADJUST

The specification for Inlets, adjust shall include:

• The work consists of all labor, material, and equipment required to adjust inlet top as shown on the plans and listed in the specifications.

PAY ITEM NO. 425-815-0000 – INLET, ADJUST – the work specified in this Section shall be paid for at the contract unit price per Each (EA).

PAY ITEM NO. 425-870-0000 – CONVERT INLET TOP TO MANHOLE TOP WITH LID

The specification for Convert Inlet top to manhole top with Lid shall include:

• The work consists of all labor, material, and equipment required to convert inlet top to manhole top with lid as shown on the plans and listed in the specifications.

PAY ITEM NO. 425-870-000 - CONVERT INLET TOP TO MANHOLE TOP WITH LID – the work specified in this Section shall be paid for at the contract unit price per Each (EA).

Section 550 of the Pinellas County Roadway Std. Tech. Specs. – FENCING The specification for Fencing shall be amended to include:

PAY ITEM NO. 550-2200 FENCE, INSTALL Black Vinyl Coated Chain Link with Top Rail (6' Height)

• The work shall consist of all labor, material, and equipment required to install Fencing with top rail (6’ height) and black vinyl coating as shown in the plans and specifications.

• Removal of existing gates will be included in pay item no.110-0100 Clearing and Grubbing

PAY ITEM NO. 550-2200 - FENCE, INSTALL Black Vinyl Coated Chain Link with Top Rail (6' Height)

- The work specified under this Section must be paid for per Linear Feet (LF) of fence installed.

PAY ITEM NO. 550-2204 FENCE, INSTALL Black Vinyl Coated Chain Link with Top Rail (4' Height)

• The work shall consist of all labor, material, and equipment required to install Fencing with top rail (4’ height) and black vinyl coating as shown in the plans and specifications.

PAY ITEM NO. 550-2204 - FENCE, INSTALL Black Vinyl Coated Chain Link with Top Rail (4' Height)

- The work specified under this Section must be paid for per Linear Feet (LF) of fence installed.

PAY ITEM NO. 550-2210 FENCE, INSTALL, Black Aluminum Picket (in kind), 5’ Height, The work shall consist of all labor, material, and equipment required to install black aluminum picket fence, with two (2) new gates (in-kind), as shown in the plans and specifications.

• Removal of existing fence and gate will be included in pay item no.110-0100 Clearing and Grubbing

• Submit shop drawings

PAY ITEM NO. 550-2210 - FENCE, INSTALL, Black Aluminum Picket (in kind), 5’ Height - The work specified under this Section must be paid for per Linear Feet (LF) of fence installed.

PAY ITEM NO. 550-2212 FENCE GATE, Black Aluminum Picket Fence (In kind), 10' Opening, Two 5' Swing Gates, with Anchorage Posts

• The work shall consist of all labor, material, and equipment required to install the double swing gate as shown in the plans and specifications. Including all line posts, anchorage and corner posts, connections, and appurtenances.

• Submit shop drawings

PAY ITEM NO. 550-2212 - FENCE GATE, Black Aluminum Picket Fence (In kind), 10' Opening, Two 5' Swing Gates, with Anchorage Posts - The work specified under this Section must be paid for per Each (EA) set of double gate system installed.

Section 570-575 of the Pinellas County Roadway Std. Tech Specs – Sodding

The specification for Sodding shall be amended to include:

PAY ITEM NO. 570-1301 Sod, Bahia (Wilcox Road R/W)

• The work shall include all labor, material, and equipment required to install new Bahia sodding in the Wilcox Road right of way (R/W) and in all disturbed areas as required by the Engineer.

Sodding inside the park area, including the parking lot, is included in the item of work for Landscaping.

PAY ITEM NO. 570-1301 - Sod, Bahia (Wilcox Road R/W) - The work specified in this Section shall be paid for at the contract unit price per Square Yard (SY).

SUPPLEMENTAL SPECIFICATIONS

COUNTY UTILITIES (WATER MAIN & SANITARY SEWER)

(The following supplemental specifications are in addition to the Pinellas County Standard Technical

Specifications for Utilities and Related Construction, June 2018) https://pinellas.gov/technical-specifications-for-utilities-and-related-construction-jun-2018/

POTABLE WATER:

ITEM NO. PW-331101-302-001 - HOSE BIB ASSEMBLY (INCLUDES POST)

Description: The work consists of furnishing all labor, equipment and materials to install hose bib assembly, including post, in accordance with the plans and specifications.

Measurement and Payment: The quantity of hose bib assembly with post to be paid for under this item shall be Each (EA)

Pay Item No. PW-331101-302-001 - HOSE BIB ASSEMBLY (INCLUDES POST) https://pinellas.gov/technical-specifications-for-utilities-and-related-construction-jun-2018/

ITEM NO. PW-331101-312-0602TV - 6" x 2" Tapping Saddle Valve & Box

Description: The work consists of the installation of tapping saddle or sleeve and associated valves. The quantity to be paid for under this item is the number of connections acceptably installed. Cut in tee and valve may be required in some locations due to utility conflicts and will be paid for as equal sized tap. The unit bid price includes all materials and installation from the point of connection to the main line including scheduling and notification of service interruptions, furnishing and installing tapping saddle, color coded polyethylene encasement, valves, taps, fittings, piping, joint restraints, valve boxes and covers, concrete valve box pads, valve extension stems, tracer wire access, valve identification tags, filter fabric, paint reference stripe on curb, painting of valve box cover, excavation, erosion protection and control, backfill, dewatering, sheeting, shoring, surface grading, disposal of water, pressure testing and all other related, necessary, and incidental materials, work and equipment required to complete the connection. All joints shall be restrained.

Measurement and Payment: The quantities of valves/taps to be paid for under this Item shall be the number Each (EA) measured in place, completed, tested, and accepted.

Item No. PW-331101-312-0602TV - 6" x 2" Tapping Saddle Valve & Box

ITEM NO. PW-331101-314-902MBR - 2" Meter & Backflow (Remove, Relocate & Reconnect)

Description: The work consists of furnishing all labor, equipment and materials for disconnecting existing potable or reclaimed water service, relocating and resetting existing meter and backflow device, replacement of meter box, connection to existing pipe or tubing, and reconnecting the meter. This unit bid price shall include: all service tubing, materials, labor and tools, necessary for the proper installation of the service, including but not limited to: excavation, removal and control of groundwater and surface water; backfill, bedding materials, disposal of spoil, surface restoration of paved and unpaved surfaces, connections to the main, curb stops, meter box, meter couplings, meter gaskets, testing; furnishing and installing chlorine injection points, temporary blow-off assemblies, disinfection, pumps and appurtenances, method of chlorination for pipe disinfection, method of de-chlorination for fluids used for disinfection of potable water mains; and all other related and necessary incidental materials, work and equipment required to construct a complete, operable potable or reclaimed water service as shown in the standard details.

Contractor shall acquire a potable water and potable water for irrigation permits. The County will reimburse the permit fees.

Measurement and Payment: The quantity of service tubing to be paid for under this item shall be Each (EA) service measured in place, completed, in service, inspected, and accepted.

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

ITEM NO. PW-331101-xxx – Potable Water Plumbing

Description: Engineer to provide onsite plumbing specifications, meeting all applicable plumbing codes.

Measurement and Payment: The quantities of pipe to be paid for under this item shall be the length in

Linear Feet (LF) of pipe measured along the centerline of the pipe, and each assembly set of control valve with box Each (EA) completed, tested, and accepted.

Item No. PW-331101-001 - 3/4" PVC Sch 40 Pipe & Fittings

ITEM NO. PW-331101-304-01P17RJF - 1.5" PVC Restrained Joint Pipe & Fittings, SDR 21

Description: The work consists of furnishing all labor, equipment and materials and installing 2" potable water pipe by the open-cut method in accordance with the specifications.

The unit price shall include all costs necessary to install the pipe, including: materials, dewatering, extra pipe fitting material including joints/jointing material/restraints; furnishing and installing chlorine injection points, temporary blow-off assemblies, disinfection, pumps and appurtenances, method of chlorination for pipe disinfection, method of de-chlorination for fluids used for disinfection of potable water mains; shoring and sheeting; bracing, pigging; flushing and cleaning; pressure testing. Fittings shall be included in the cost of a 1.5" pipe. Dual tracer wire and tracer wire testing shall be included in the price for PVC pipe items.

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

Pay Item No. PW-331101-304-01P17RJF - 1.5" PVC Restrained Joint Pipe & Fittings, SDR 21

ITEM NO. PW-331101-310-9001 - Relocate Fire Hydrant Assembly (Salvage)

Description: This bid item describes measurement and payment for disconnecting and relocating existing fire hydrant assemblies as directed on potable water mains. The quantity to be paid for under this item is the number of relocated fire hydrant assemblies and appurtenances acceptably disconnected and reinstalled as shown on the drawings or where directed by the Engineer or his representative. The unit bid price includes removal and reinstalling fire hydrants, with new barrel extensions, restrained and anchoring pipe, restrained 18” offset as necessary for grade adjustment, anchoring elbows, fittings, color coded polyethylene encasement, joint restraints, pressure testing, painting fire hydrant, excavation, backfill, dewatering, sheeting, shoring, surface restoration of paved and unpaved surfaces, and incidental construction associated with these items. All hydrant control valves for relocated hydrants will be new valves installed and paid as separate line item.

Measurement and Payment: The quantities of fire hydrant assemblies to be paid for under this item shall be the number Each (EA) measured in place, completed, tested, and accepted.

Item No. PW-331101-310-9001 - Relocate Fire Hydrant Assembly (Salvage)

ITEM NO. PW-331101-316-0001 - Bollards (Fire Hydrant or Backflow Guards), PCU GD 7

Description: This bid item describes measurement and payment for installing bollards for fire hydrants or backflow guards as shown on the plans and listed in the specifications.

Measurement and Payment: The quantities of fire hydrant assemblies to be paid for under this item shall be the number Each (EA) measured in place, completed, tested, and accepted.

Item No. PW-331101-316-0001 - Bollards (Fire Hydrant or Backflow Guards), PCU GD 7

ITEM NO. PW-331101-309-XXX Resilient Wedge Gate Valve / Butterfly Valve

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

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

Payment shall be made under:

Item No. PW-331101-309-015RW - 1 1/2” Gate Valve & Box Item No. PW-331101-309-06RW515 - 6” RWGV & Box C515

SANITARY SEWER:

ITEM NO. SS-333900-302-4001 - 4’ Dia. – Precast Manhole

Description: The work consists of furnishing all labor, equipment, by-pass operations, customer coordination and materials for constructing a sanitary sewer manhole at location shown on plans or as directed by the Engineer. The unit price shall include all costs necessary to construct the manhole including material, trenching, dewatering, sheeting, bracing, utility crossings, protection of property, backfilling, etc.

Measurement and Payment: The quantities of manholes to be paid under this item shall be per Each (EA) measured in place, completed, inspected, and accepted.

Pay Item No. SS-333900-302-4001 - 4’ Dia. – Precast Manhole

ITEM NO. SS-333301-301-8000 - Install Sanitary PVC Cleanout

Description: The work consists of furnishing all labor, equipment, and materials for installation of a new PVC riser pipe and cleanout at the ROW line (or other location as directed by the Engineer) on existing sewer lateral. The existing sewer lateral material may be PVC, Vitrified Clay, or DIP pipe. The unit price shall include all costs necessary to install riser pipe and cleanout including mobilization, maintenance of traffic, survey layout (based upon property monuments established by others), material, polyethylene wrap on ductile iron pipe, fittings, pipe cutting, wye unit on main, installation of riser pipe and cleanout, pavement cutting, trenching, dewatering, sheeting, bracing, utility crossings, barricades, clearing of the right-of-way, protection of property, backfilling, field layout, restoration, sodding, etc. The pay item shall include cleanout installation up to ten (10) feet in depth.

Measurement and Payment: The quantities of pipe to be paid for under this item shall be Each (EA) measured and inspected in place, completed, and accepted.

Item No. SS-333301-301-8000 - Install Sanitary PVC Cleanout

ITEM NO. SS-333301-301-XXXXX-XXXX - Pipe – Gravity Sanitary Sewer

Description: The work consists of furnishing all labor, equipment and materials for installing pipe as shown on the plans or directed by the Engineer. All ductile iron pipe shall have polyethylene encasement.

The unit price shall include all costs necessary to install the pipe including mobilization, maintenance of traffic, survey layout (based upon property monuments established by others), clearing and grubbing, excavation, sheeting/shoring, bracing, dewatering, structural fill, material, polyethylene wrap on ductile iron pipe, testing, pavement cutting, trenching, sewage by-pass pumping, utility crossings, barricades, clearing of the right-of-way, protection of property, backfilling, surface restoration of paved and unpaved surfaces, field layout, and all other items required to install the pipe.

Measurement and Payment: The quantities of pipe to be paid for under this item shall be the length in Linear Feet (LF) of pipe measured along the centerline of the pipe through manholes in place, completed, tested, and accepted.

Item No. SS-333301-301-063426-0608 - 6” PVC Pipe SDR 26 (Gravity Sewer), 6’ – 8’ Depth

Item No. SS-333301-301-083426-0810 - 8” PVC Pipe SDR 26 (Gravity Sewer), 8’ – 10’ Depth

ITEM NO. SS-333301-307-1008 - 8” Sewer Line Manhole Connection

Description: The work consists of all labor, equipment, investigative digging, and materials for repair of an existing connection into manhole wall or to install a new connection. All core drills shall be of sufficient diameter to accommodate pipe connection. Manhole connections may be either gravity sewer or sewer force main. All connections shall include a water stop or boot connection. Payment shall also include core drills, masonry or concrete patching, fiberglass, and interior surface patching, shoring, dewatering, backfill, refill, compaction operations, compaction testing or re-testing, surface restoration of paved and unpaved surfaces, and traffic control. All sewer force main connections shall include installation of a drop bowl, and all other items required to connect the new sewer.

The Contractor must acquire a wastewater connection permit with the County. The County will reimburse the fee.

Measurement and Payment: The quantities of connections into manholes to be paid under this item shall be Each (EA) measured in place, completed, inspected, and accepted.

Item No. SS-333301-307-1008 - 8” Sewer Line Manhole Connection

ITEM NO. SS-333301-308-1008 - Manhole Rehabilitation – Calcium Aluminate Liner

Description: The work consists of all labor, equipment, and materials for installing calcium aluminate liner per the plans and specifications. Refer to Pinellas County’s Material Specification Manual Section “N 3 – Cement – Calcium Aluminate Lining System – Sanitary Sewer” for additional information.

Measurement and Payment: The quantities of connections into manholes to be paid under this item shall be Vertical Foot (VF) measured in place, completed, inspected, and accepted.

Item No. SS-333301-308-1008 Manhole Rehabilitation – Calcium Aluminate Liner

SPECIAL PROVISIONS

(FOR PARK AMENITIES FOR ARCHITECTURAL,

ELECTRICAL & LIGHTING COMPONENTS)

List of Attachments:

A-1 PRE-FABRICATED SITE SHELTER

A-2 PRE-FABRICATED RESTROOM AND STORAGE BUILDING

A-3 PARK FURNITURE, BENCH

A-4 PARK FURNITURE, TRASH CAN

A-5 PARK FURNITURE, BIKE RACK

A-6 IRRIGATION

A-7 WATER FOUNTAIN WITH PET STATION

A-8 LANDSCAPING

A-9 POND AERATION AND FOUNTAIN SYSTEM

E-1 ELECTRICAL

See document titled 'SPECIAL PROVISIONS FOR AMENITIES, LANDSCAPE, AND ELECTRICAL'

SANITARY SEWER: