Y23-706_FDOT_LAP_Volume_2.pdf

Volume II: Project-Specific Information Table of Contents Page: 1 of 1

Orange County, Florida Procurement Division

Volume II: Project-Specific Information

IFB#: Y23-706-MB 2

Project Title: LAKE APOPKA TRAIL CONNECTOR PROJECT 4

FPN: 441447-1-58-01 FAN:D522 090 B

TABLE OF CONTENTS

Article 1: Point of Contact ............................................................................................ 1 8

Article 2: General Project Information

Article 3: Pre-Bid Conference ...................................................................................... 1 10

Article 4: Contract Schedule

Article 5: County Permitting Disclosure (Public Bid Disclosure Act) ...................... 2 12

Section A: General Information

Section B: County Permits/Licenses/Fees ....................................................................... 2 14

Section C: Non-County Permits

Article 6: Similar Projects/References ........................................................................ 3 16

Section A: General Information

Section B: Project-Specific Similar Project/Reference Information............................... 3 18

Section C: Project Elements

Article 7: FDOT Prequalification (Major Classes of Work) ........................................ 4 20

Article 8: Reports

Volume II Appendix: Project-Specific Documents ..................................................... 6 22

Construction Bid Package | IFB# Y23-706-MB Volume II: Project-Specific Information Page: 1 of 6

Orange County, Florida Procurement Division

Volume II: Project-Specific Information 26

IFB No. Y23-706-MB

Article 1: Point of Contact 28

Prior to the issuance of an award, Bidders are directed to submit all questions and other IFB-related requests through the ProcureNow OpenGov questions and answers module, per the 30 requirements of the “Questions and Addenda” provision in Vol. I., Art. 1., Sec. D. of the Bid Package. 32

If Bidders have any untimely critical questions (which may not be considered by the County) or, 34 for some reason, cannot use the ProcureNow OpenGov question and answers module, the Procurement Division’s staff contact for this Bid Package is as follows: 36

Name:

Email:

Phone:

Michelle Black Michelle.Black@ocfl.net

(407) 836-0911

Article 2: General Project Information

See Table 1: General Project Information below for the general information regarding this Bid 40

Package.

Table 1: General Project Information

IFB#: Y23-706-MB

Project Title: LAKE APOPKA TRAIL CONNECTOR PROJECT

FPN: 441447-1-58-01 FAN:D522 090 B

Estimated Project Cost: $7,449,065.96

Article 3: Pre-Bid Conference 44

There is no Pre-Bid Conference associated with IFB# Y23-706-MB.

Article 4: Contract Schedule

For the anticipated Contract Schedule, see Table 2: Contract Schedule below. 48

Table 2: Contract Schedule

Commencement of Work: 14 days from the Official Notice to Proceed’s effective date.

Substantial Completion 420 days from Official Notice to Proceed’s effective date.

Volume II: Project-Specific Information Page: 2 of 6

Orange County, Florida Procurement Division

Final Completion 450 days Official Notice to Proceed’s effective date.

The “Contract Time” begins on the effective date of the Official Notice to Proceed and ends on the date of Final Completion. Accordingly, for the purposes of this solicitation, the Contract Time 52 is: 450 days.

Article 5: County Permitting Disclosure (Public Bid Disclosure Act)

Section A: General Information 56

In compliance with the Public Bid Disclosure Act, Section 218.80, F.S., each permit, license, and/or fee applicable to this work/project (before and during construction) that will either be paid 58 by the Contractor or by the Orange County Board of County Commissioners as specified below.

See Vol. I., Art, 2., Sec. C. (“Licenses, Permits, and Fees”) of the Bid Package for more information regarding the IFB’s licensure and permitting requirements. 62

Section B: County Permits/Licenses/Fees 64

The Contractor shall procure and pay for the following County permits, licenses and/or fees listed in Table 3: County Permits/Licenses/Fees below: 66

Table 3: County Permits/Licenses/Fees

Permit Fee

Maintenance of Traffic Permit $128.00

Total Fee: $128.00

Section C: Non-County Permits

Other regulatory authorities may have additional permits or fees generated by the Project. Such 70 other regulatory authorities include, but are not limited to those shown on Table 4: Non-County Permits below. 72

Table 4: Non-County Permits

Regulatory Authority Permit Type

Florida Department of Environmental Protection Dewatering Permit

Central Florida Expressway Authority Temporary Right of Entry

Florida Department of Environmental Protection NPDES Permit

For more information see DOC-4: Non-County Permitting Information and Vol. I., Art, 2., Sec.

C. (“Licenses, Permits, and Fees”) of the Bid Package.76

Volume II: Project-Specific Information Page: 3 of 6

Orange County, Florida Procurement Division

Article 6: Similar Projects/References 78

Section A: General Information

Bidders shall complete and submit OC-7: Similar Projects/References, which is attached to 80

Volume I: Invitation for Bids (“IFB”), with their Bid Responses. The Project-specific information necessary to complete OC-7: Similar Projects/References is provided in this 82

Article.

See Vol. I., Art. 2., Sec. J (“Similar Projects/References”) of the Bid Package for additional information regarding this IFB’s “Similar Projects/References” requirements. 86

Section B: Project-Specific Similar Project/Reference Information 88

When completing OC-7: Similar Projects/References, Bidders shall utilize the information provided in both Table 5: Project Specific Similar Project/Reference Information and Table 90

6: Project Elements below.

Table 5: Project-Specific Similar Project/Reference Information

Minimum Number of References/Similar Projects: 3

Capacity in which the Bidder must have completed the References/Similar Projects:

Prime Contractor

Time Period in which the Bidder must have completed the above References/Similar Projects:

10 years immediately preceding the Submittal Deadline.

Section C: Project Elements 94

Each Bidder’s completed OC-7: Similar Projects/References document must show previous successful project experience with the elements listed in Table 6: Project Elements below. 96

All elements are not required to be in the same project. However, sufficient projects must be 98 submitted so that at least 3 examples of each element 1 through 4 can be verified. One of the projects must also contain element 5. Failure to provide this information may be cause for 100 rejection of the bid.

Volume II: Project-Specific Information Page: 4 of 6

Orange County, Florida Procurement Division

Table 6: Project-Elements

Element No.

Element Summary

1 Construction of a (1 or more lanes) urban roadway or bike trail having a minimum length of 0.50 miles and a roadway construction cost, which excludes any utility work, equal to or greater than one million dollars ($1,000,000). For purposes of this Invitation for Bid, “urban” is defined as projects which traverse an urbanized area which may have multiple intersecting streets and connecting driveways .

Construction of a Limited Access projects with an interchange is not allowed.

Resurfacing, Restoration and Rehabilitation (RRR) projects shall not be considered to be similar projects.

2 Preparation of as-builts.

3 Construction of roadway stormwater conveyance system (must include at least 50 feet of 18” or larger concrete pipe installation)

4 Coordination with utility companies.

5 Construction of a simple span bridge with piling foundations.

Article 7: FDOT Prequalification (Major Classes of Work) 104

In addition to providing references for projects similar to above-provided projects elements, all Bidders, who if selected shall serve as Prime Contractor or Sub Contractor, shall be required 106 to be currently pre-qualified with FDOT in the Major Work Classifications listed in Table 7: Major Work Classifications below, or utilize prequalified subcontractors to meet these requirements. 108

Table 7: Major Work Classifications

Classification

Flexible Paving

Hot Plant-Mixed Bituminous Course

Sidewalk

Failure to provide proof that the Bidder meets the FDOT Prequalification Requirements as detailed in this Article may result in the rejection of a Bidder’s Bid Response. 112

See the “FDOT Prequalification Requirements” provision in Vol. I., Art. 2., Sec. B (“Bidder 114

Qualifications”) of the Bid Package for more information.

Volume II: Project-Specific Information Page: 5 of 6

Orange County, Florida Procurement Division

Article 8: Reports 118

The documents listed in Table 8: Project-Specific Reports below may be accessed at the following website: 120 https://ocfl.box.com/s/ukxfjo7gqdb3vprtqivyy9nrpbmb1xyq 122

Table 8: Project-Specific Reports

Final Geotechnical Soil Survey Report_Lake Apopka Trail_6.27.23

Lake Apopka Trail_Boardwalk Bridge Geotech Report_4.17.23

Lake Apopka Trail_Walls Geotech Report-ss

Struct_Calc_Book-2023-4-14

Lake Apopka Trail CRAS

EAR_Lake_Apopka_Trail_feb2023

Note: The documents provided in the table above are provided for informational purposes only.

The County does not guarantee the accuracy of any of the information provided in such 126 documents, nor shall such documents be used by any Bidder as a substitute for performing their own examinations, investigations, or inspections of the Project Site. See the “Bidders’ Obligation 128 to Examine Site” provision in Vol. I., Art. 1., Sec. B. (“Introduction”) for more information.

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https://ocfl.box.com/s/ukxfjo7gqdb3vprtqivyy9nrpbmb1xyq

Volume II: Project-Specific Information Page: 6 of 6

Orange County, Florida Procurement Division

Volume II Appendix: Project-Specific Documents 134

The following project documents are hereby incorporated by attachment or reference and hereby serve as a material part of this IFB. 136

DOC-1 Scope of Work

DOC-2 Project Location Map

DOC-3 Supplemental/Special Terms and Conditions

DOC-4 Non-County Permitting Information

DOC-5 Technical Provisions/Specifications

DOC-6 Additional Documents

Reference Drawings (incorporated by reference, download from “Solicitation Documents” section on the ProcureNow OpenGov portal).

DOC-1: Scope of Work | IFB# Y23-706-MB Page | 1 of 1

SCOPE OF WORK

The project consists of the construction of a 10’ to 14’ wide asphalt pavement/concrete shared use path with a boardwalk section between Magnolia Park on Binion Road to the new

Wynwood Subdivision on McCormick Road for a total distance of 3.230 miles. This includes

4,899 feet of concrete sidewalk, 11,963 feet of asphalt trail with ribbon curb, and 100 feet of boardwalk. The trail will also include pedestrian/bicycle picket railing, Type B fencing, signing and markings, sod, and other landscape improvements. There will also be two rest areas provided with this project.

Other improvements associated with this project consist of but are not limited to:

• Curb and gutter reconstruction along Ocoee Apopka Road.

• Construct sidewalk and curb ramps with detectable warning surfaces.

• Milling and resurfacing of SR 429 entrance and exit ramps.

• Remove, replace, or modify existing drainage inlets.

• Placement of new inlets and storm pipes.

• Removal of existing pedestrian signal poles.

• Install new pedestrian signals and detectors and conduit.

• Placement of signage and pavement markings.

• Construct gravity wall.

• Install new fences and fence gates.

• Install new rest area amenities.

• Removal of existing concrete.

• Removal of existing fences.

• Placement of erosion control measures.

Site preparation work includes erosion control, clearing and grubbing, tree removal, excavation, and embankment.

All pedestrian features are to adhere to current ADA standards. Utility coordination is required.

Orange County shall construct the project within the limits of existing right of way and trail easements.

Notes:

1. Septic Tanks & Wells: The Contractor shall inspect, remove, and dispose of septic tanks, drain fields, and potable wells within the right of way. The cost will be included under Pay Item 110-1, Clearing & Grubbing.

2. Milling & Resurfacing: The Contractor is to complete the milling and resurfacing of the CFX SR 429 southbound exit and northbound entrance ramps for conflicting pavement markings. This work shall be included under Pay Item Nos. 327-70-6 and 337-7-83.

The Works shall be completed in compliance with the Contract Schedule found in Vol. II, Art. 4.

(“Contract Schedule”) and in accordance with all provisions of the Contract Documents.

DOC-2: Project Location Map | IFB# Y23-706-MB | Page 1 of 1

DOC-3: Supplemental/Special Terms and Conditions | IFB# Y23-706-MB | Page 1 of 1

1. Right-Of-Way / Parcel Considerations: The Contractor is notified that the County has acquired all of the right-of-way and temporary easements required to complete the Project.

2. Site Contamination: If the Contractor discovers contamination within the project, no additional compensation will be provided in the event the Contractor is required to modify his means and methods or construction schedule in order to comply with requirements of any regulatory agency with regard to any contamination, which may be encountered within or in the proximity to the project limits during construction. The Contractor may be granted non-compensable days to the extent, the critical path of the project is impacted by temporary work stoppages that may be required to address the presence of contamination.

3. Coordination: The Contractor is hereby notified that there will be utility work to be done by others. The Contractor shall be responsible to coordinate all activities of this Project with those improvements to be done by others so as not to delay the construction project in compliance with the “Utility Coordination” and “Work by Others” provisions of the Contract, as well as any other applicable provision in the Contract Documents. Any Utility Work Schedules currently filed with FDOT may be found in DOC-6: Additional Documents, which is attached to Volume II: Project-Specific Information of the Bid Package. These Utility Work Schedules are provided for informational purposes only.

4. Environmental Concerns:

A. The Contractor is informed that suitable upland habitat has been identified within the project area for the gopher tortoise (Gopherus polyphemus), a species listed as a Species of Special Concern by the Florida Fish and Wildlife Conservation Commission. Several potentially occupied gopher tortoise burrows were observed within or adjacent to the project area during the field review. An updated survey and an FWV Gopher Tortoise Conservation Permit will be obtained prior to construction of the trail to relocate all impacted burrows.

B. The Contractor is informed that the project area lies entirely within the USFWS Sand and Blue-tailed Mole Skinks Consultation Area and contains appropriate soils or elevation to meet the USFWS consultation criteria for sand and blue-tailed mole skinks, therefore, qualified biologist coordinated with USFWS during the design phase and conducted a coverboard survey in accordance with the USFWS’s Peninsular Florida Species Conservation and Consultation Guide for Sand Skink and Blue-tailed Mole Skink (2020).

Per the USFWS Survey Protocol, the coverboard survey was conducted during the appropriate survey season in March 2022 and survey results were approved by USFWS in April 2022 and December 2022. No adverse impacts to sand skink are anticipated.

With implementation of the Standard Protection Measures for the Eastern Indigo Snake and the excavation of all impacted gopher tortoise burrows within and adjacent to the project area, the proposed project will not require permitting or mitigation for the Eastern Indigo Snake. Therefore, no additional coordination with USFWS, permitting, or mitigation is anticipated for the project.

DOC-4: Non-County Permitting Information | IFB# Y23-706-MB | Page: 1 of 3

Non-County Permitting Information

1. St. Johns River Water Management District Permit (SJRWMD)

A. The CONTRACTOR shall be responsible for all applicable conditions (as determined by the COUNTY) of the St. Johns River Water Management District General Permit Exemption No. PDEX: 197943-1, issued on March 22, 2023. The CONTRACTOR is responsible for such obligations of the permits. No special compensation will be made to the CONTRACTOR to defray costs of any of the work or delays for complying with the requirements of St. Johns River Water Management District Permit No. PDEX: 197943- 1, but such costs shall be considered as having been included in the price stipulated for the several items of work to be done under this contract.

B. The CONTRACTOR shall be responsible for compliance with all applicable requirements of Rule 40C-2.042(9), Florida Administrative Code (F.A.C.), for a General Permit for Dewatering. If the CONTRACTOR’s proposed work is expected to exceed the time duration and/or the volume limits, or does not meet any of the other requirements listed with the requirements of Rule 40C-2.042(9), the CONTRACTOR must apply for and obtain such other water use permit to authorize dewatering that may be required by the Water Management District, at no cost to the COUNTY.

2. National Pollutant Discharge Elimination System (NPDES) permit A. General: The Contractor shall obtain or modify, as necessary, all dewatering and land clearing permits required by State and County agencies pursuant to 62-621.300 F.A.C.

and Orange County Code.

(1) Land Clearing: The Contractor shall be responsible to prepare and submit the

Notices of Intent (“NOI”) and the Notice of Termination (“NOT”) to the Florida Department of Environmental Protection (“FDEP”). The Contractor shall be responsible to adhere to the construction plan sheet documents addressing the Stormwater Pollution Prevention Plan (“SWPPP”) and shall identify and incorporate any and all additional needs to prevent, control and reduce erosion and water pollution, meeting the requirements or special conditions of all permits authorizing Project construction. In the event no SWPPP is provided the Contractor shall be responsible to prepare the SWPPP. The SWPPP and NOI forms, attached to this document, shall be completed and submitted by the Contractor to the County prior to the preconstruction meeting.

• The NOI should be submitted at least two days prior to commencement of construction (permit fees are the responsibility of the Contractor).

• The NOT should be submitted within 14 days of final completion of the Project (permit fees, if any, are the responsibility of the Contractor).

The Contractor shall be responsible for compliance with the EPA’s NPDES Stormwater Construction permit, the Stormwater Pollution Prevention Plan and the FDEP Generic Permit for Stormwater Discharge from Construction Activities that Disturb One or More Acres of Land. Furthermore, the Contractor shall also comply with the FDEP Generic Permit for Stormwater Discharge from Large and Small

DOC-4: Non-County Permitting Information | IFB# Y23-706-MB | Page: 2 of 3

Construction Activities. The Contractor shall comply with the requirements indicated by the Florida Department of Environmental Protection.

The cost of this work will be included under the Erosion Control Pay Items.

(2) Dewatering: The Contractor shall be responsible for compliance with the FDEP Notice of Intent to Use the Generic Permit for Discharge of Groundwater from Dewatering Operations (FDEP Document 62-621.300(2)(b), which can be found at https://floridadep.gov/forms).

If it is determined that the disposal or discharge of the dewatering effluent is not authorized by this generic permit, the Contractor shall diligently pursue further required permit(s) from FDEP or other agencies.

Prior to submitting their bid, each prospective Contractor has the opportunity to perform a search to determine the extent, if any, of contaminated sites within 500 feet of the Project boundaries. It is the intent of this paragraph to provide each prospective Contractor with an opportunity to investigate the water quality in the vicinity of the Project in order to base his/her bid on means and methods of dewatering.

If, prior to or during the dewatering, it is determined that the disposal or discharge of the dewatering effluent is not authorized by the FDEP’s Generic Permit for Stormwater Discharge from Large and Small Construction Activities, the Contractor shall diligently pursue further required permit(s) from FDEP or other agencies without resort to delay claims or recompense from the County for either permit application activities or the time required to obtain such permits.

The Contractor shall be responsible for all costs for water quality monitoring, treatment, storage, and disposal of the groundwater in a manner acceptable to the County and to all applicable regulatory agencies to reduce the concentration of parameters with exceedances to acceptable levels. The Contractor will be responsible for obtaining any additional permits required by regulatory agencies to implement the Contractor’s chosen method of disposal and discharge of the groundwater. No additional compensation will be made to Contractor for permitting. The Contractor shall comply with Water Quality Requirements of the Special Provisions, related to the National Pollutant Discharge Elimination System (“NPDES”).

Because the Contractor’s means and methods of dewatering could lead to potential liability to third parties for damages resulting from the means and methods of dewatering, at the County’s discretion the means and methods for the dewatering plans are subject to a prior cursory review by the County, where issues and concerns may be submitted for the Contractor’s consideration.

The Contractor shall be deemed fully responsible for the means and method of the dewatering. Should the Contractor decide to modify or revise the means and method for the dewatering plan, another cursory review will have to be conducted by the

DOC-4: Non-County Permitting Information | IFB# Y23-706-MB | Page: 3 of 3

County. Please note that containment on site of dewatering effluent is not considered treatment and disposal for purposes of payment under the Erosion Control Pay Items.

Contractor shall be responsible to include in his/her bid all cost for treatment and disposal of dewatering effluent. No additional compensation will be paid to the Contractor for treatment and disposal of dewatering effluent, regardless of the actual cost incurred by the Contractor.

3. CFX Temporary Right of Entry (TROE) permit A. General: Contractor is responsible for filling out the application in its entirety, obtain all required signatures, include, and label all required attachments, and submit directly to Permits@CFXWay.com through one email in one PDF. The forms and more information about the CFX Permitting Process are on CFX’s website as well under https://www.cfxway.com/cfx-permitting/.

DOC-5: Technical Provisions/Specifications | IFB# Y23-706-MB | Page: 1 of 1

TECHNICAL PROVISIONS/SPECIFICATIONS

COVERSHEET

The signed and sealed specifications package is attached to the back of this cover sheet.

GOVERNMENT

.F L O R I D A

SPECIFICATIONS PACKAGE

CONTRACT NUMER:

November 7, 2023

FINANCIAL PROJECT IS(S): 441447-1-58-01

FEDERAL FUNDS, FAPN: D522-090-B

DISTRIC FIVE

ORANGE COUNTY

COUNTY CONTRACT NO: Y23-706-MB

The FY 2023-24 edition of the Construction Details and Materials divisions (Division II & 111) of the Florida Department of Transportation Standard Specifications for Road and Bridge

Construction are revised, as follows:

I hereby certify that this specifications package has been properly prepared by me, or under my responsible charge, in accordance with procedures adopted by the Florida Department of

Transportation.

This item has been digitally signed and sealed by Eric Scott Stewart, P.E. on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

Date:

Eric S Stewart 2023.11.07

16:22:33-05'00'

Professional Engineer: Eric Scott Stewart, P.E.

Date: November 7, 2023

FL License No.: 83376

Firm Name: WBQ Design & Engineering, Inc.

Firm Address: 201 N. Magnolia Ave., Suite 200

City, State, Zip Code: Orlando, FL, 32801

Pages: 1-30

Page 1 of30

FPID 441447-1-58-01

CONTROL OF MATERIALS - SOURCE OF SUPPLY - DEPARTMENT’S APPROVED

PRODUCT LIST (APL).

(REV 10-10-23) (FA 10-18-23) (1-24)

SUBARTICLE 6-5.2 is deleted and the following substituted:

6-5.2 Source of Supply: Comply with 2 CFR 184 and 2 CFR 200.322, which includes the Buy America Sourcing Preferences of the Build America, Buy America Act (BABA).

Domestic compliance for all affected products will be listed on the APL. The list of affected articles, materials, and supplies that have been added to the APL and are not identified in each individual Section can be found at the following URL:

https://www.fdot.gov/programmanagement/ProductEvaluation/Default.shtm.

6-5.2.1 Steel and Iron: Use steel and iron manufactured in the United States, in accordance with the Buy America provisions of 23 CFR 635.410, as amended. Ensure that all manufacturing processes for this material occur in the United States. As used in this specification, a manufacturing process is any process that modifies the chemical content, physical shape or size, or final finish of a product, beginning with the initial melting and continuing through the final shaping and coating. If a steel or iron product is taken outside the

United States for any manufacturing process, it becomes foreign source material. When using steel or iron materials as a component of any manufactured product (e.g., concrete pipe, prestressed beams, corrugated steel pipe, etc.), these same provisions apply. Foreign steel and iron may be used when the total actual cost of such foreign materials does not exceed 0.1% of the total Contract amount or $2,500, whichever is greater. These requirements are applicable to all steel and iron materials incorporated into the finished work but are not applicable to steel and iron items that the Contractor uses but does not incorporate into the finished work. Submit a certification from the manufacturer of steel or iron, or any product containing steel or iron, stating that all steel or iron furnished or incorporated into the furnished product was produced and manufactured in the United States or a statement that the product was produced within the

United States except for minimal quantities of foreign steel and iron valued at $ (actual cost).

Submit each such certification to the Engineer prior to incorporating the material or product into the project. Prior to the use of foreign steel or iron materials on a project, submit invoices to document the actual cost of such material, and obtain the Engineer’s written approval prior to incorporating the material into the project.

6-5.2.2 Manufactured Products: Use Manufactured Products that are consumed in, incorporated into, or affixed to an infrastructure project that are manufactured in the United

States, in accordance with BABA requirements and applicable waivers.

6-5.2.3 Construction Materials: Use non-ferrous metals, plastic and polymer-based products, glass, lumber, and drywall articles, materials, and supplies that are consumed in, incorporated into, or affixed to an infrastructure project that are manufactured in the United

States, in accordance with BABA requirements.

6-5.2.4 Exemptions to Build America, Buy America: Temporary devices, equipment, and other items removed at or before the completion of the project are exempt from

BABA funding eligibility requirements. Aggregates, cementitious materials, and aggregate binding agents or additives are exempted from BABA funding eligibility requirements.

https://www.fdot.gov/programmanagement/ProductEvaluation/Default.shtm

MAINTENANCE OF TRAFFIC

SUBARTICLE 102-3.2 is deleted and the following substituted:

Provide a Worksite Traffic Supervisor who is responsible for initiating, installing, and maintaining all temporary traffic control devices as described in this Section and the Contract

Documents. Provide all equipment and materials needed to set up, take down, maintain traffic control, and handle traffic-related situations.

Use approved alternate Worksite Traffic Supervisors when necessary.

The Worksite Traffic Supervisor must meet the personnel qualifications specified in Section 105.

The Worksite Traffic Supervisor is to perform the following duties:

1. On site direction of all temporary traffic control on the project.

2. Is on site during all set up and take down and performs a drive through inspection immediately after set up.

3. Is on site during all nighttime operations ensuring proper temporary traffic control.

4. Immediately correct all safety deficiencies and corrects minor deficiencies that are not immediate safety hazards within 24 hours.

5. Is available on a 24 hour per day basis and present at the site within 45 minutes after notification of an emergency situation and is prepared to respond to maintain temporary traffic control or to provide alternate traffic arrangements.

6. Conducts daily daytime and weekly nighttime inspections of projects with predominately daytime work activities, and daily nighttime and weekly daytime inspections of projects with predominantly nighttime work activities of all traffic control devices, traffic flow, pedestrian, bicyclist, and business accommodations.

Advise the project personnel of the schedule of these inspections and give them the opportunity to join in the inspection as deemed necessary.

The Department may disqualify and remove from the project a Worksite Traffic Supervisor who fails to comply with the provisions of this Section. The Department may temporarily suspend all activities, except traffic, erosion control and such other activities that are necessary for project maintenance and safety, for failure to comply with these provisions.

SUBARTICLE 102-3.3 is deleted and the following substituted:

Approval for all lane closures, mobile operations, and traffic pacing operations is required.

Submit routine requests to the Engineer fourteen calendar days in advance of planned lane closures, mobile operations, and traffic pacing operations. For unforeseen events that require cancelling or rescheduling lane closures, mobile operations, and traffic pacing operations, revise the lane closure request as soon as possible.

FPID: 441447-1-58-01

CONTRACTOR QUALITY CONTROL GENERAL REQUIREMENTS

SUBARTICLE 105-1.1.2. is deleted and the following substituted:

Test data shall not be required to be entered into any FDOT and / or Orange County databases.

SUBARTICLE 105-8.3 is deleted and the following substituted:

Worksite Traffic Supervisors, flaggers, and other personnel responsible for work Zone related transportation management and traffic control must obtain training and certification in accordance with the Department’s Temporary Traffic Control (Maintenance of Traffic) Training

Handbook located at the following URL address:

http://www.fdot.gov/roadway/TTC/Default.shtm

FPID: 441447-1-58-01

http://www.fdot.gov/roadway/TTC/Default.shtm

PART H

TECHNICAL PROVISIONS

TP 751

H-

PROJECT FURNISHINGS

751-1 – GENERAL

A. Work specified in this Provision consists of the purchase and installation of all project furnishings listed in the set of construction drawings and specified with specification sections; Termite

Control, Site and Street Furnishings, Shelter Structure, Rough Carpentry, and Exterior Finish

Carpentry.

B. The Architect shall have the right to disapprove of any materials or process that does not conform to these specifications.

C. The contractor shall document all QC procedures, Process Control, inspection, and all test results and make them available for review by the architect throughout the contract duration.

751-1.2 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this

Section.

751-1.3 SUMMARY

A. This Section includes the following site and street furnishings:

1. Bike rack

2. Bench

3. Trash receptacle

4. Recycle receptable

5. Pet waste station

6. Rest area shelter

7. Pedestal drinking fountain with pet fountain and bottle filler

751-1.4 SUBMITTALS

A. Product Data: For each type of product indicated. Include construction details, material descriptions, dimensions of individual components and profiles, finishes, field assembly requirements, and installation details.

B. Maintenance Data: For site and street furnishings to include in maintenance manuals.

751-1.5 QUALITY ASSURANCE

A. Source Limitations: Obtain each type of site and street furnishings through one source from a single manufacturer.

751-1.6 PRODUCTS

751-1.7 MANUFACTURERS

A. Available Products: Subject to compliance with requirements, products that may be incorporated into the Work include, but are not limited to, the following:

1. Bicycle Rack (SR Saddleback SPC-BR-008)

- RJ Thomas Mfg Co.. (Model “Pilot Rock”)

a. Capacity: Two Bikes

b. Size: 14”L x 2 3/8”W x 36”H

c. Frame: Min. 2 3/8” O.D. x .40” wall steel tubing

d. Finish: Powder Coated

e. Color: Black

f. Mounting: Surface Mount with (4) 3/8” dia. x 3” screw anchors

2. Bench

-RJ Thomas Mfg Co.. (Model “Pilot Rock”)

a. Bench size: 6’Long, 34”Height

b. Bench Frame: Powder Coated Welded Steel

c. Seat and Backrest: 2”x4” Recycled Lumber

d. Color: Frame: Black. Seat and Backrest: Cedar

e. Anchoring: To be anchored to a concrete pad surface with anchor bolts as recommended by manufacturer.

3. Trash receptacle

-RJ Thomas Mfg Co.. (Model “TRH-32/CB-32PB24”)

a. Capacity: 32-gallons

b. Frame: Powder-Coated Steel

c. Liner: Galvanized steel

d. Finish: 2”x4” Recycled Lumber

e. Color: black

4. Recycle receptacle.

-RJ Thomas Mfg Co.. (Model “TRH/CB-32PB24 #SPC-TR-004”)

f. Capacity: 32-gallons

g. Frame: Powder-Coated Steel

h. Liner: Galvanized steel

i. Finish: 2”x4” Black Recycled Lumber

j. Color: black, Lid: Blue

5. Pet waste station

--RJ Thomas Mfg Co.. (Model PWS-D006)

a. Gladiator Can Size: 28”H x 18”W x 11”D

b. Bag Dispenser: Single Pull Bag Station Mod. Starter Zero Waste Dispenser

c. Sign Size: 10”W x 12”L Arch-top

d. Material: Rust proof aluminum liners

e. Color: Black

6. Shelter Structure (Poligon SSG-8X9)

-Poligon, Inc

a. Eave Height: 8’-0” min. or as indicated in the plan set.

b. Roof Slope: 6:12

c. Roof system: Standing Seam Metal—Galvalume Plus

d. Frame: Black Powder Coated Steel

7. Pedestal Drinking Fountain with pet fountain & bottle filler (Model 10145 SMSS) -Most Dependable Fountains, Inc.

a. Weight: Approx 145 Lbs.

b. Material: Powder Coated Stainless Steel

c. Color: Black

d. Anchoring: To be anchored to a concrete pad with anchor bolts through a mounting plate that is welded to the fountain. Additional stainless steel surface mount collar.

751-1.8 - EXECUTION

751-1.9 EXAMINATION

A. Examine areas and conditions, with Installer present, for compliance with requirements for correct and level finished grade, mounting surfaces, installation tolerances, and other conditions affecting performance.

B. Proceed with installation only after unsatisfactory conditions have been corrected.

751-1.10 INSTALLATION, GENERAL

A. Comply with manufacturer’s written installation instructions, unless more stringent requirements are indicated. Complete field assembly of site and street furnishings, where required.

B. Unless otherwise indicated, install site and street furnishings after landscaping and paving have been completed.

C. Install site and street furnishings level, plumb, true, and securely anchored at locations indicated on Drawings.

751-1.11 CLEANING

B. After completing site and street furnishing installation, inspect components. Remove spots, dirt, and debris. Repair damaged finishes to match original finish (as per manufacturer recommendations) or replace component.

SHELTER STRUCTURE

751.2.1 GENERAL

751-2.2 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary

Conditions and Division 1 Specification Sections, apply to this Section.

751-2.3 SUMMARY

A. This Section includes the following structures:

1. Rectangular Rest Area shelter with standing seam metal roof.

B. Related Sections include the following:

1. Division 3 Section "Cast-in-Place Concrete" for floor slab and monolithic perimeter footings.

C. Products furnished, but not installed under this Section, include anchor bolts to be cast in concrete monolithic slab / footings.

751-2.4 SUBMITTALS

A. Product Data: For each type of product indicated. Include construction details, material descriptions, dimensions of individual components and profiles, finishes, field-assembly requirements, and installation details.

B. Samples for Initial Selection: For units with factory- applied color finishes.

C. Samples for Verification: For each type of exposed finish required, prepared on Samples of size indicated below.

1. Size: Not less than 6-inch long linear components and 4-inch square sheet components.

751-2.5 SYSTEM PERFORMANCE REQUIREMENTS

A. General: Provide a complete pre-engineered building with components and assemblies that form a building system capable of withstanding structural and other loads, thermally induced movement, and exposure to weather without failure Include primary and secondary framing, roof standing seam metal roof and accessories complying with requirements indicated, including those in this Article.

B. Shelter structure Design: Of size, spacing, slope, and as follows:

1. Eave Height: 8’-0” feet Min. or as indicated in the construction documents.

2. Roof Slope: 6:12 (Rest Area Shelter); 4:12 (Square Picnic Shelter);

3. Roof System: Standard Seam Metal

C. Structural Performance: Provide building systems capable of withstanding the effects of gravity loads and the following loads and stresses within limits and under conditions indicated:

1. Engineer building to withstand wind loads and flying debris as required by the Florida Building Code 2010, or current edition for building’s location within Central Florida and as indicated in the general notes of the structural drawings.

D. Thermal Movements: Provide building roof panel system that allows for thermal movements resulting from the following maximum change (range) in ambient and surface temperatures by preventing buckling, opening of joints, overstressing of components, failure of joint sealants, failure of connections, and other detrimental effects.

Base engineering calculation on surface temperatures of materials due to both solar heat gain and nighttime-sky heat loss.

1. Temperature Change (Range): 120 deg F, ambient; 180 deg F, material surfaces.

PART 6 - PRODUCTS

751-2.7 MANUFACTURERS

A. Available Products: Subject to compliance with requirements, products that may be incorporated into the Work include, but are not limited to, the following:

Manufacturers:

- Gable Roof Sun Shelter: Poligon, Inc.

751-2.8 MATERIALS

A. Steel: Free from surface blemishes and complying with the following:

1. Structural framing: Structural steel per ASTM A 500 grade B or cold formed box sections per ASTM A 570 grade 55.

2. Compression ring: Structural channel or welded plate per ASTM A 36

3. Fasteners: ASTM A 325 structural bolts; A 36 threaded rod anchor bolts; self tapping and / or drilling screws; rivets.

B. Nonshrink, Nonmetallic Grout: Premixed, factory-packaged, nonstaining, noncorrosive, nongaseous grout complying with ASTM C 1107. Provide grout, recommended in writing by manufacturer, for exterior applications.

C. Galvanizing: Where indicated for steel and iron components, provide the following protective zinc coating applied to components after fabrication:

1. Zinc-Coated Tubing: External, zinc with organic overcoat, consisting of a minimum of

0.9 oz./sq. ft. of zinc after welding, a chromate conversion coating, and a clear, polymer film. Internal, same as external or consisting of 81 percent, not less than 0.3-mil - thick, zinc pigmented coating.

2. Hot-Dip Galvanizing: According to ASTM A 123/A 123M, ASTM A 153/A 153M, or

ASTM A 924/A 924M.

D. Steel Finish: Galvanized and color coated

1. Color: As selected by Architect.

2. All finishes to be factory-applied by manufacturer.

751-2.9 FABRICATION

A. Metal Components: Form to required shapes and sizes with true, consistent curves, lines, and angles. Separate metals from dissimilar materials to prevent electrolytic action.

B. Welded Connections: Welded connections to be made by certified welders in accordance with AWS specifications and under supervision of an AWS certified welding inspector.

C. Steel and Iron Components: Galvanized and color coated.

1. Bare metal steel or iron components are not permitted.

D. Factory Assembly: Assemble components in the factory to the greatest extent possible to minimize field assembly. Clearly mark units for assembly in the field.

751-2.10 FINISHES, GENERAL

A. Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for recommendations for applying and designating finishes.

751-2.11 GALVANIZED STEEL FINISHES

A. Baked-Enamel, Powder-Coat Finish: Manufacturer's standard, baked, powder-coat finish complying with finish manufacturer's written instructions for surface preparation, including pretreatment, application, baking, and minimum dry film thickness.

PART 3 - EXECUTION

751-2.12 EXAMINATION

A. Coordinate installation with cast-in-place Concrete Contractor.

B. Examine areas and conditions, with Installer present, for compliance with requirements for correct and level finished grade, mounting surfaces, installation tolerances, and other conditions affecting performance.

C. Proceed with installation only after unsatisfactory conditions have been corrected.

751-2.13 INSTALLATION, GENERAL

A. Protect factory finish from damage.

C. Comply with manufacturer's written installation instructions, unless more stringent requirements are indicated.

C. Unless otherwise indicated, install shelter structure after large landscape material is installed and paving have been completed. Groundcovers and shrubbery in the vicinity of the shelter structure should be installed after the shelter structure is installed completely.

751-2.14 CLEANING

A. After completing installation, inspect components. Remove spots, dirt, and debris.

Repair damaged finishes to match original finish or replace component.

D. Provide finish repair kit and maintenance manuals to owner upon completion of installation and maintenance phase.

TERMITE CONTROL

751-3.1 GENERAL

751-3.2 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary

Conditions and Division 1 Specification Sections, apply to this Section.

751-3.3 SUMMARY

B. This Section includes the following for termite control:

1. Soil treatment.

751-3.4 DEFINITIONS

A. EPA: Environmental Protection Agency.

B. PCO: Pest control operator.

751-3.5 SUBMITTALS

C. Product Data: Treatments and application instructions, including EPA-Registered Label.

D. Product Certificates: Signed by manufacturers of termite control products certifying that treatments furnished comply with requirements.

E. Qualification Data: For firms and persons specified in "Quality Assurance" Article to demonstrate their capabilities and experience. Include lists of completed projects with project names and addresses, names and addresses of architects and owners, and other information specified.

D. Soil Treatment Application Report: After application of termiticide is completed, submit report for Owner's record information, including the following as applicable:

1. Date and time of application.

2. Moisture content of soil before application.

3. Brand name and manufacturer of termiticide.

4. Quantity of undiluted termiticide used.

5. Dilutions, methods, volumes, and rates of application used.

6. Areas of application.

7. Water source for application.

E. Warranties: Special warranties specified in this Section.

751-3.6 QUALITY ASSURANCE

A. Applicator Qualifications: A PCO who is licensed according to regulations of authorities having jurisdiction to apply termite control treatment in jurisdiction where

Project is located and who is experienced and has completed termite control treatment similar to that indicated for this Project and whose work has a record of successful in-service performance.

B. Regulatory Requirements: Formulate and apply termiticides, and label with a Federal registration number, to comply with EPA regulations and authorities having jurisdiction.

751-3.7 PROJECT CONDITIONS

A. Environmental Limitations: To ensure penetration, do not treat soil that is water saturated. Do not treat soil while precipitation is occurring. Comply with EPA-

Registered Label requirements and requirements of authorities having jurisdiction.

751-3.8 COORDINATION

A. Coordinate soil treatment application with excavating, filling, and grading and concreting operations. Treat soil under footings, grade beams, and ground-supported slabs, before construction.

751-3.9 WARRANTY

A. General Warranty: Special warranty specified in this Article shall not deprive Owner of other rights Owner may have under other provisions of the Contract Documents and shall be in addition to, and run concurrent with, other warranties made by Contractor under requirements of the Contract Documents.

B. Special Warranty: Written warranty, signed by applicator and Contractor certifying that termite control work, consisting of applied soil termiticide treatment, will prevent infestation of subterranean termites. If subterranean termite activity or damage is discovered during warranty period, re-treat soil and repair or replace damage caused by termite infestation.

C. Warranty Period: Three years from date of Substantial Completion.

751-3.10 MAINTENANCE SERVICE

A. Continuing Service: Provide a proposal for continuing service, including monitoring, inspection, and retreatment for occurrences of termite activity, from applicator to Owner, in the form of a standard yearly (or other period) continuing service agreement, starting on the date of Substantial Completion. State services, obligations, conditions, and terms for agreement period and for future renewal options.

751-3.11 PRODUCTS

751-3.12 SOIL TREATMENT

A. Termiticide: Provide an EPA-registered termiticide complying with requirements of authorities having jurisdiction, in a soluble or emulsible, concentrated formulation that dilutes with water or foaming agent, and formulated to prevent termite infestation. Use only soil treatment solutions that are not harmful to plants. Provide quantity required for application at the label volume and rate for the maximum termiticide concentration allowed for each specific use, according to the product's EPA-Registered Label.

751-3.13 EXECUTION

751-3.14 EXAMINATION

A. Examine substrates, areas, and conditions, with Applicator present, for compliance with requirements for moisture content of the soil, interfaces with earthwork, slab and foundation work, landscaping, and other conditions affecting performance of termite control. Proceed with application only after unsatisfactory conditions have been corrected.

751-3.15 PREPARATION

A. General: Comply with the most stringent requirements of authorities having jurisdiction and with manufacturer's written instructions for preparing substrate. Remove all extraneous sources of wood cellulose and other edible materials such as wood debris, tree stumps and roots, stakes, formwork, and construction waste wood from soil and around foundations.

B. Soil Treatment Preparation: Remove foreign matter and impermeable soil materials that could decrease treatment effectiveness on areas to be treated. Loosen, rake, and level soil to be treated, except previously compacted areas under slabs and footings.

Termiticides may be applied before placing compacted fill under slabs if recommended by termiticide manufacturer.

C. Fit filling hose connected to water source at the site with a backflow preventer, complying with requirements of authorities having jurisdiction.

751-3.16 APPLICATION, GENERAL

D. General: Comply with the most stringent requirements of authorities having jurisdiction and with manufacturer's EPA-Registered Label for products.

751-3.17 APPLYING SOIL TREATMENT

A. Application: Mix soil treatment termiticide solution to a uniform consistency. Provide quantity required for application at the label volume and rate for the maximum specified concentration of termiticide, according to manufacturer's EPA-Registered

Label, to the following so that a continuous horizontal and vertical termiticidal barrier or treated zone is established around and under building construction. Distribute the treatment evenly.

1.Slabs-on-Grade: Underground-supported slab construction, including footings, building slabs, and attached slabs as an overall treatment. Treat soil materials before concrete footings and slabs are placed.

2.Foundations: Adjacent soil including soil along entire inside perimeter of foundation walls, along both sides of interior partition walls, around plumbing pipes and electric conduit penetrating slab, and around interior column footers, piers, and chimney bases;

and along entire outside perimeter, from grade to bottom of footing. Avoid soil washout around footings.

B. Avoid disturbance of treated soil after application. Keep off treated areas until completely dry.

C. Protect termiticide solution, dispersed in treated soils and fills, from being diluted until ground-supported slabs are installed. Use waterproof barrier according to EPA-

Registered Label instructions.

D. Post warning signs in areas of application.

E. Reapply soil treatment solution to areas disturbed by subsequent excavation, grading, landscaping, or other construction activities following application.

ROUGH CARPENTRY

751-4.1 GENERAL

751-4.2 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and

Supplementary Conditions and Division 1 Specification Sections, apply to this

Section.

751-4.3 SUMMARY

A. This Section includes the following:

(1Wood blocking, cants, and nailers.

(2Wood furring and grounds.

B. Related Sections include the following:

(1Division 6 Section "Heavy Timber Construction."

(2Division 6 Section "Sheathing."

(3Division 6 Section "Metal-Plate-Connected Wood Trusses."

751-4.4…