Specifications-5-6-24.pdf

SPECIFICATIONS

ROAD AND STREET CONSTRUCTION

PID No. 002998A

HIGH POINT COMMUNITY PARK (REBID)

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 (FY 2023-2024):

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

Modified Pinellas County Standard Technical Specification Replace

CLEARING & GRUBBING 110, July 2019 with the following:

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 greater than 3” in diameter in the critical root https://pinellas.gov/engineering-technical-information-public-works-and-utilities/ 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 and one 24-inch x 30-inch Penny for Pinellas sign at locations to be designated by the Engineer, before construction.

The County shall provide and transport the signs to the project site. Still, they shall be erected by the Contractor and maintained by the Contractor, to the satisfaction of the Engineer, for the duration of the construction period. The Contractor shall remove and dispose of the Project Identification Sign after substantially completing the construction period. The 24-inch x 30-inch Penny for Pinellas sign shall remain in a permanent location designated by the Engineer.

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) http://www.pinellascounty.org/technical/pdf/roadway-tech-specs-July-2019.pdf

PAY ITEM NO. 800-70 COORDINATION WITH PLAYGROUND CONTRACTOR

Description: The pay item includes all necessary coordination with the County's Playground Contractor during site construction to allow for independent playground construction by the Playground Contractor.

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

Pay Item No. 800-70 – COORDINATION WITH PLAYGROUND CONTRACTOR

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 City of Largo detail Index No. RT-230, Type C. 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. 810-0000 PROJECT SIGN, PERMANENT

Description: The work specified under this Section consists of the furnishing of all labor and equipment required for the erection and maintenance of one permanent Sign at the location to be designated by the Engineer. This shall include providing electrical cable to the sign for lighting. The Sign shall be as shown on the plans and be manufactured by DVC Signs (www.dvcsigns.com) or equal. The Contractor shall submit detailed shop drawings of the Sign to the Engineer for review and approval before the commencement of construction. The sign's final verbiage may change as directed by the Engineer.

The Contractor shall obtain the required building permit and be reimbursed for permit fees.

HIGH POINT PARK + Faux Stone Base Cladding Manufacturer: 72" x 96" x 12" deep overall size Custom Shaped - non-illuminated Single Faced Sign fabricated using conventional, aluminum angle and skin construction with 2 colors paint overall. Sign faces are 45" x 96" x .125" aluminum with digital print and flush mounted 1/4" Acrylic FCO copy reading "HIGH POINT PARK" one side. qty 1 with address. Sign includes 3" recessed reveal and a 24" x 96" x 12" deep fabricated aluminum base with Texture Plus ® faux stone cladding Ledgestone Natural Gray.

http://www.pinellascounty.org/technical/pdf/roadway-tech-specs-July-2019.pdf http://www.dvcsigns.com/

Includes single saddle for SCH40 steel pipe.

Stone base foundation texture: Texture Plus Ledgestone Natural Gray Colors: Innsbruck Blue (MP4979) Satin

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

Pay Item No. 810-0000 - PROJECT SIGN, PERMANENT

SUPPLEMENTAL SPECIFICATIONS

ROADWAY / DRAINAGE

(The following supplemental specifications are in addition to the Pinellas County Standard Technical Specifications for Roadway and General Construction) http://www.pinellascounty.org/technical/pdf/roadway-tech-specs-July-2019.pdf

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, pond elements, basketball courts, play fields, 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.

• Building finished floor elevations (FFE).

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 and Shapefiles 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.

http://www.pinellascounty.org/technical/pdf/roadway-tech-specs-July-2019.pdf

Section 110-0100 of the Pinellas County Roadway Std. Tech Specs. – Clearing & Grubbing

The specification for Clearing & Grubbing shall be amended to include the following:

• The northeast area of the existing parking lot has existing piles of debris. These piles shall be removed and disposed of by the Contractor.

• Brush exists in and around the existing chain link fence. This brush shall be removed and disposed of.

PAY ITEM NO. 110-0100 - CLEARING & GRUBBING - The work specified in this Section shall be paid for at the contract unit price per Lump Sum (LS).

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

• Per the Geotechnical Report, prepared by Tierra on 04/11/2024 (Appendix 6), buried debris was identified.

This item is provided for the removal and disposal of the buried debris (if encountered only), at an approved site. This item does not include the debris piles, in the northeast area of the parking lot, which is included in Pay Item No. 110- 0100 – Clearing & Grubbing.

• The fill material shall be used to fill the void from the excavation of unsuitable material.

• The fill material shall meet the requirements for structural fill as specified in the Geotechnical Report, prepared by Tierra on 04/11/2024 (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 04/11/2024 (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).

PAY ITEM NO. 120-0040 FILL MATERIAL, Project Site

• The fill material shall be used for the project site grading.

• The fill material shall meet the requirements for structural fill as specified in the Geotechnical Report, prepared by Tierra on 04/11/2024 (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’.

PAY ITEM NO. 120-0040 FILL MATERIAL, Project Site – The work specified in this Section shall be paid for at the contract unit price per Cubic Yards (CY).

Section 380 of the Pinellas County Roadway Std. Tech Specs - Milling and Resurfacing of Existing Asphaltic Concrete Pavement and Roadway Base The specification for Milling and Resurfacing of Existing Asphaltic Concrete Pavement and Roadway Base shall be amended to include:

• The Contractor shall spray all the weeds with weedkiller in the existing pavement area a minimum of 2 weeks before the milling operation.

• Additional milling will be required in paved areas that are in poor condition. The extent of the milling will be as directed by the Engineer.

• The existing base exposed during the milling operations shall be compacted per the FDOT and project specifications and have a prime/tack coat applied prior to resurfacing.

PAY ITEM NO. 380-1150 - MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" Average Depth – The work specified in this Section shall be paid for at the contract unit price per Square Yard (SY).

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:

• The work consists of all labor, material, and equipment required to adjust existing structure as shown in the plans and specifications. This item will cover existing inlets and manholes.

PAY ITEM NO. 425-80-1 - ADJUST EXISTING STRUCTURE – the work specified in this Section shall be paid for at the contract unit price per Each (EA).

Section 520 of the Pinellas County Roadway Std. Tech Specs – Curb and Gutter & Traffic Separator The specification for Curb, Gutter & Traffic Separator shall be amended to include:

• Pay item 520-1000-0700 curb and gutter, concrete, FDOT Type E modified (bus stop) shall include all labor, material, and equipment required to install the Type E modified curb (bus stop) as shown on the plans and listed in the specifications.

PAY ITEM NO. 520-1000-0700 - CURB & GUTTER, Concrete, FDOT Type E Modified (BUS STOP) – the work specified in this Section shall be paid for at the contract unit price per Linear Feet (LF).

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

PAY ITEM NO. 550-2121 FENCE, REMOVE EXISTING, Chain Link (4' and 6' Height)

• The work shall consist of all labor, material, equipment, and proper disposal required to remove existing Fencing and related gates as shown in the plans and specifications.

• The cost of removal of existing brush in and around fencing-removal shall be paid under Item 110-0100 Clearing & Grubbing.

PAY ITEM NO. 550-2121 - FENCE, REMOVE EXISTING, Chain Link (4' and 6' Height) - The work specified under this Section must be paid for per Linear Feet (LF) of fence removed.

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 and black vinyl coating as shown in the plans and specifications.

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. 550-60111 FENCE GATE, TYPE B, SINGLE SWING, 8' OPENING, with Anchorage Post

• The work shall consist of all labor, material, and equipment required to install a single fence gate as shown in the plans and specifications.

PAY ITEM NO. 550-60111 - FENCE GATE, TYPE B, SINGLE SWING, 8' OPENING, with Anchorage Post - The work specified under this Section must be paid for per Each (EA) gate installed.

PAY ITEM NO. 550-60211 FENCE GATE, TYPE B, SINGLE SWING, 6' OPENING, with Anchorage Post

• The work shall consist of all labor, material, and equipment required to install a single fence gate as shown in the plans and specifications.

PAY ITEM NO. 550-60211 - FENCE GATE, TYPE B, SINGLE SWING, 6' OPENING, with Anchorage Post - The work specified under this Section must be paid for per Each (EA) gate installed.

PAY ITEM NO. 550-60223 FENCE GATE, TYPE B, DOUBLE SWING, 12' OPENING, TWO 6' GATES, with Anchorage Posts

• The work shall consist of all labor, material, and equipment required to install the double fence gate as shown in the plans and specifications.

PAY ITEM NO. 550-60223 - FENCE GATE, TYPE B, DOUBLE SWING, 12' OPENING, TWO 6' GATES with Anchorage Posts - The work specified under this Section must be paid for per Each (EA) set of double gate system installed.

PAY ITEM NO. 550-60233 FENCE GATE, TYPE B, DOUBLE SWING, 24' OPENING, TWO 12' GATES, with Anchorage Posts

• The work shall consist of all labor, material, and equipment required to install the double fence gate as shown in the plans and specifications.

PAY ITEM NO. 550-60233 - FENCE GATE, TYPE B, DOUBLE SWING, 24' OPENING, TWO 12' GATES with Anchorage Posts - The work specified under this Section must be paid for per Each (EA) set of double gate system installed.

PAY ITEM NO. 550-60999 FENCE, AUTO SLIDING GATE WITH KEYPAD

• The work shall consist of all labor, material, equipment, loop connections and electrical connections required to install the auto sliding gate as shown in the plans and specifications.

• Slide Gate Opener: HySecurity SlideSmart CNX 15 or Equal

• Vehicle Detector: HySecurity HY5B 2.0 / HYS-MX4621 or Equal

• Photo Eye: EMX Universal UL325 EMX-IRM-RET2 or Equal

• Remotes/Receiver Kit CNX HYS-MX4349 or Equal

PAY ITEM NO. 550-60999 - FENCE, AUTO SLIDING GATE WITH KEYPAD - The work specified under this Section must be paid for per Each (EA) set of automatic sliding gates with a keypad installed with the listed accessories.

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 (150th Ave R/W and around fencing work)

• The work shall include all labor, material, and equipment required to install new Bahia sodding in the 150th Ave right of way (R/W) and around fencing work as required by the Engineer. Sodding inside the park area is included in the item of work for Landscape.

PAY ITEM NO. 570-1301 - Sod, Bahia (150th Ave R/W and around fencing work) - The work specified in this Section shall be paid for at the contract unit price per Square Yard (SY).

Section 660-2 – LOOP ASSEMBLY The specification for Loop Assembly shall be in accordance with the requirements of Section 660 of the FDOT Specifications, as amended herein:

PAY ITEM NO. 660-2 LOOP ASSEMBLY

• The work shall include all labor, material, connections and equipment required to install the

Loop Assembly to open the Auto Sliding Gate.

PAY ITEM NO. 660-2 LOOP ASSEMBLY - The work specified in this Section shall be paid for at the contract unit price per Assembly (AS).

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/

WATER MAIN:

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.

Pay Item No. PW-331101-001 - 1" PVC SDR 21 Pipe & Fittings (LF) Pay Item No. PW-331101-003 - 1" Valve with Box (EA)

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)

ITEM NO. PW-331101-304-02P17RJF 2" 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 2" pipe. Dual tracer wire and tracer wire testing shall be included in the price for PVC pipe items.

https://pinellas.gov/technical-specifications-for-utilities-and-related-construction-jun-2018/

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-331101-304-02P17RJF - 2" P.V.C. Restrained Joint Pipe & Fittings, SDR 21

SANITARY SEWER:

ITEM NO. SS-333301-301-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. The unit price shall include all costs necessary to install the pipe including excavation, sheeting/shoring for excavation, structural fill, material, testing, trenching, protection of property, backfilling, etc. Restoration will be paid for under separate pay items. Work performed for point repairs of gravity sewer pipes will be paid for under separate pay items.

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.

Pay Item No. SS-333301-301-06P18-0006 - 6” PVC Pipe, C-900, DR 18 (Gravity Sewer)

ITEM NO. SS-333301-301-8000 Install Sanitary Sewer PVC Cleanout Description: The work consists of furnishing all labor, equipment, and materials for installation of a new PVC riser pipe and cleanout as shown on the plans (or other location as directed by the Engineer). The sewer lateral material shall be PVC. The unit price shall include all costs necessary to install riser pipe and cleanout including material, fittings, pipe cutting, wye unit on main, installation of riser pipe and cleanout, dewatering, sheeting, bracing, backfilling, etc. The pay item shall include cleanout installation up to ten (10) feet in depth.

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

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

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

SPECIAL PROVISIONS

(FOR PARK AMENITIES FOR ARCHITECTURAL,

ELECTRICAL & LIGHTING COMPONENTS)

List of Attachments:

A-1 PRE-FABRICATED SITE SHELTER

A-2 PRE-FABRICATED RESTROOM WITH STORAGE

A-3 BASKETBALL COURTS

A-4 PARK FURNITURE, BENCH

A-5 PARK FURNITURE, TRASH CAN

A-6 PARK FURNITURE, BIKE RACK

A-7 IRRIGATION

A-8 WATER FOUNTAIN

A-9 WATER FOUNTAIN WITH PET STATION

A-10 TRASH DUMPSTER

A-11 LANDSCAPING

A-12 SPORTS FIELD NETTING

A-1 ELECTRICAL AND LIGHTING

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

PAY ITEM NO. 810-0000 PROJECT SIGN, PERMANENT