Y25-785_Technical_Provisions.pdf

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Attached to
Jones Avenue Pond Maintenance
Solicitation number
Y25-785
Issued by
Orange County, Orlando City, Florida

About this file

This document is a set of Technical Provisions (TP) for the Jones Ave Pond project, prepared by Orange County, Florida, specifically addressing various construction and environmental management aspects. The technical provisions cover multiple project elements including mobilization, maintenance of traffic, erosion and water pollution control, clearing and grubbing, pipe culvert and storm sewer desilting, performance turf establishment, herbicide application, plant removal, and as-built plan documentation. The specifications detail comprehensive requirements for contractor responsibilities, including herbicide and vegetation management, equipment cleaning protocols, monthly maintenance, biomass removal procedures for aquatic, wetland, and upland areas, and precise documentation standards.

The contract will be paid through lump sum pricing for various line items, with specific technical requirements for each component. Contractors are required to have certified field supervisors with specific qualifications, particularly for herbicide application and environmental management. The project emphasizes environmental protection, requiring contractors to minimize exotic species spread, control turbidity, properly dispose of vegetation, and adhere to strict regulatory compliance with federal, state, and local environmental regulations. Contractors must provide all necessary equipment, supplies, and materials, and are responsible for obtaining required permits, maintaining detailed documentation, and ensuring minimal environmental disruption during project execution.

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Jones_Avenue_Pond_Maintenance.pdf PDF
Jones_Avenue_Pond_Maintenance.pdf PDF
Y25-785_Location_Map.pdf PDF
Y25-785_Technical_Provisions.pdf PDF
Y25-785_Plan_Set.pdf PDF
Y25-785_Special_Provisions.pdf PDF
Y25-785_Location_Map.pdf PDF
Y25-785_Plan_Set.pdf PDF
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JONES AVE POND

INDEX OF TECHNICAL PROVISIONS

TP 101 – MOBILIZATION 1

TP 102 – MAINTENANCE OF TRAFFIC 2

TP 104 – PREVENTION, CONTROL AND ABATEMENT

OF EROSION AND WATER POLLUTION 3

TP 110 – CLEARING AND GRUBBING 7

TP 430 – PIPE CULVERTS AND STORM SEWERS - DESILT 8

TP 570 – PERFORMANCE TURF 9

TP 900-1 – AS BUILT PLANS 17

TP 900-2 – INDEMNIFICATION 20

TP 900-3– HERBICIDE APPLICATION AND PLANT REMOVAL 21

PART H

TECHNICAL PROVISIONS

TP 101 - Mobilization

TP 101

H-1 Revised 02/15/2018

MOBILIZATION

Mobilization shall include all items detailed in Article 101 of the FDOT Standard

Specifications for Road & Bridge Construction, FDOT Standard Plans, the Special Provisions and the plans, except as modified below.

Preservation of Property Corners including all items detailed in Section 7-11 of the Standard

Specifications shall be included in the contract price for mobilization.

Basis of Payment

The work and incidental costs covered under Mobilization will be paid for at the contract lump sum price and will be paid in partial payments in accordance with the following:

Percent of Original Contract Amount Allowable Percent of the Lump Sum

Earned Price for the Items*

5 25

10 50

25 75

50 100

*Partial payments as detailed above will be limited to 10% of the original Contract amount for the roadway pay items.

Payment shall be made under:

Pay Item:

101-1 Mobilization Lump Sum

TP 102 – Maintenance of Traffic

TP 102

H-2

MAINTENANCE OF TRAFFIC

All Maintenance of Traffic work shall conform to the requirements of Section 102 of the

FDOT Standard Specifications for Road & Bridge Construction Standard Plan Index 102-600 of the FDOT Standard Plans, the plans, except as modified below.

The road shall be kept open to two-way traffic on a paved surface during construction except when full closures are allowed by the plans or by the Engineer, lane closure information is not required to be added into the FDOT notification system.

The Contractor shall not be permitted to isolate residences or places of business. Access shall be provided to all residences and all places of business whenever construction interferes with the existing means of access.

The Contractor shall furnish, erect and maintain all necessary traffic control devices, including flagmen and pilot cars, in accordance with the Manual of Uniform Traffic Control

Devices for Streets and Highways, published by the U.S. Department of Transportation, Federal

Highway Administration. The Contractor shall provide and maintain in a safe condition the entire project limits included, but not limited to pre-existing conditions, driving lanes, temporary approaches, crossings, and intersections with trails, roads, streets, business parking lots, residences, garages and completed work. The Contractor shall take all necessary precautions for the protection of the work and the safety of the public in accordance with Section 102

The Contractor shall present his signed and sealed Maintenance of Traffic Plan that is approved by Orange County Traffic Engineering to the Engineer at the preconstruction conference and shall be fully and solely responsible for the adequacy of the Maintenance of Traffic plan regardless of the source. The plan shall be signed and sealed by the contractor’s own professional engineer licensed in the State of Florida. Any proposed revisions to the approved Maintenance of

Traffic plan are required to be approved by the Engineer.

The Contractor shall be responsible for installation of signs for all business along the project corridor. Signs should be manufactured and installed in accordance with FDOT Standard

Plans. 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 installing business signs, but such costs shall be considered as having been included in the price stipulated for the Maintenance of Traffic pay item.

All materials, work and incidental costs related to Maintenance of Traffic will be paid for at the contract lump sum price. All material, labor and equipment necessary for the construction and maintenance of the entire project limits included, but not limited to pre-existing conditions, driving lanes, temporary approaches, crossings, intersections with trails, roads, streets, business parking lots, residences, garages, temporary driving lanes, side streets, driveway connections, and completed work, as may be directed by the Engineer shall be included in the contract price.

102-1 Maintenance of Traffic - Lump Sum

TP 104 - Prevention, Control and Abatement of Erosion and Water Pollution

TP 104

H-3 Revised 02/15/2018

PREVENTION, CONTROL and ABATEMENT of EROSION and WATER POLLUTION

LAND CLEARING

Prevention, control and abatement of erosion and water pollution shall conform to the requirements of Section 104 of the FDOT Standard Specifications for Road & Bridge Construction and National

Pollution Discharge Elimination System (NPDES) requirements, except as modified below.

The Contractor shall present at the Preconstruction Conference its Storm Water Pollution

Prevention Plan (SWPPP) and a separate schedule to manage erosion and water pollution. This schedule shall include a complete outline of the proposed construction of all erosion and pollution control and abatement items required.

The Contractor shall be responsible for the preparation and submittal of the Notice of Intent (NOI) and Notice of Termination (NOT) to the Florida Department of Environmental Protection (FDEP) and shall obtain the FDEP Generic Permit for Stormwater Discharge from Large and Small

Construction Activities.

DEWATERING

The term treatment as used in this technical provision means the application of all FDEP approved techniques and/or methods available to remove the exceedances out of dewatering effluent except impounding. Impounding is not considered a treatment method for purposes of compensation under this technical provision.

The CONTRACTOR shall include in his/her bid all applicable costs, including monitoring, resulting from treatment and disposal of contaminated groundwater with concentration levels that exceed the allowable limits of the FDEP generic permit, and shall not be entitled to any adjustment in the Contract Price as a result of any change in the permit fees or unanticipated treatment and disposal costs.

Prior to any work commencing, and for the duration of the work, the CONTRACTOR is responsible for meeting all the conditions of the applicable permits and submitting any required reports to the appropriate agencies.

The CONTRACTOR shall dewater only in relation to the location and relocation of facilities owned by the COUNTY. No compensation shall be provided for dewatering performed for facilities that are not owned by the COUNTY.

Permitting

If exceedances are found in the dewatering effluent, the CONTRACTOR will be required to:

1. Immediately notify the COUNTY and report the exceedances that are encountered.

2. Meet with the FDEP to determine any and all alternatives that are acceptable.

H-4 Revised 02/15/2018

3. Obtain prior COUNTY approval of treatment and disposal alternatives.

4. Obtain prior written COUNTY authorization to use pay item TP 104-14

5. Apply and obtain any and all permits and/or treatment approvals that FDEP requires including, but not limited to:

a. Generic Permit for Discharges from Petroleum Contaminated Sites (62-

621.300(1), F.A.C.). Allows discharges from sites with automotive gasoline, aviation gasoline, jet fuel, or diesel fuel contamination.

b. Permit for all Other Contaminated Sites (62-04; 62-302; 62-620 & 62-660, F.A.C.). The coverage is available only through the individual NPDES permit issued by FDEP. Allows discharges from sites with general contaminant issues, i.e. ground water and/or soil contamination other than petroleum fuel contamination.

c. Generic Permit for the Discharge of Produced Ground Water from Any Non-

Contaminated Site Activity (62-621.300(2), F.A.C.).

d. Generic Permit for Stormwater Discharge from Large or Small Construction

Activities (62-621.300(4) (a), F.A.C.).

6. Apply and obtain any and all permits and/or treatment approvals that the Water Management

District requires including, but not limited to:

a. No-Notice Short-Term Dewatering Permit (40E-20.302(3), F.A.C.) If the

CONTRACTOR’S proposed work is expected to exceed 90 days in duration, or does not meet any of the other requirements listed with the requirements of

Rule 40E-20.302(3), the CONTRACTOR must apply for and obtain a

Dewatering General Water Use Permit (40E-20.302(2) F.A.C.)

The CONTRACTOR shall not be entitled to file, or recover under, any delay claim based on preparation of permit applications and the time required for obtaining the applicable permits. 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 the Discharge of Produced Ground

Water from Any Non-Contaminated Site Activity, the CONTRACTOR shall diligently pursue further required permit(s) from FDEP or other agencies without resort to delay claims or compensation from the COUNTY for either permit application activities or the time required to obtain such permits.

The CONTRACTOR shall consider and anticipate the potential need to obtain the herein discussed permits in developing his schedule, and shall make every effort to avoid or minimize potential impacts to his critical path that might result from delays in dewatering activities due to the time necessary for the CONTRACTOR to obtain the necessary permits. The CONTRACTOR shall

H-5 Revised 02/15/2018 make every effort to schedule activities requiring dewatering as late as possible during his schedule, and shall schedule activities not impacted by dewatering as early as possible. For each day, up to a maximum of one hundred eighty (180) days that the CONTRACTOR diligently pursues such permit(s) and is unable to avoid adversely impacting his critical path, a day will be added to the time allotted to the CONTRACTOR to complete performance of the Project.

Treatment

The CONTRACTOR shall implement the appropriate treatment that is acceptable to FDEP, COUNTY, and, if necessary, the Water Management District to attain compliance for all exceedances encountered during dewatering activities. Treatments may include, but are not limited to: chemical treatment, ion exchange treatment, filtration, and disposal of discharged groundwater in a properly permitted facility.

The CONTRACTOR shall:

1. Make every effort to minimize the spread of contamination into uncontaminated areas;

2. Provide for the health and safety of all workers at the job site and make provisions necessary for the health and safety of the public that may be exposed to any potentially hazardous conditions;

3. Ensure such provisions adhere to all applicable laws, rules or regulations covering hazardous conditions in a manner commensurate with the level of severity of the conditions;

4. If necessary, provide contamination assessment and remediation personnel to handle site assessment, determine the course of action necessary for site security, and perform the necessary steps under applicable laws, rules, and regulations for additional assessment and/or remediation work to resolve the contamination issue;

5. Delineate the contamination area(s), any staging or holding area required, and develop a work plan that will provide the schedule of projected completion dates for the final resolution of the contamination issue;

6. Maintain jurisdiction over activities inside any delineated contamination areas and any associated staging or holding areas;

7. Be responsible for the health and safety of workers within the delineated areas; and

8. Provide continuous access to representatives of regulatory or enforcement agencies having jurisdiction.

H-6 Revised 02/15/2018

All work and incidental costs required to comply with the articles of this specification will be paid at the contract lump sum price for Prevention, Control and Abatement of Erosion and Water

Pollution.

Payment will be made under:

104-14 Prevention, Control and Abatement of Erosion and Water Pollution Lump Sum

TP 110 – Clearing and Grubbing

TP 110

H-7 Revised 02/15/2018

CLEARING AND GRUBBING

All clearing and grubbing shall be performed in accordance with the requirements of

Section 110 of the FDOT Standard Specifications for Road & Bridge Construction, except as modified below.

Scope of work to include but not be limited to, the removal of all rigid, asphalt pavement, Portland cement concrete pavement, curb, curb and gutter, ditch pavement, sidewalk, driveway aprons, concrete slabs, concrete structures, brick, fences, gravity walls, retaining walls, pipes, etc.

Clearing and Grubbing shall also include the removal of existing pavement and base course and backfilling with suitable material, as shown in the construction plans. Removal of the existing roadway shall also include the proper disposal of the removed materials as specified above.

All work and incidental costs required to perform clearing and grubbing as herein specified will be paid for at the contract lump sum price.

110-1-1 Clearing and Grubbing Lump Sum

TP 430- Pipe Culverts and Storm Sewers

TP 430

H-8

PIPE CULVERTS AND STORM SEWERS

Desilt pipe culvert as designated in the Plans in accordance with Section 430 of the Standard

Specifications.

All pipe culvert designated in the plans to be desilted shall be videoed in accordance with Section

430-4.8 of the Standard Specifications and approved by the Engineer prior to payment.

Method of Measurement

The quantities measured for payment under this Section shall be the length in linear feet of pipe culvert or storm sewer measured in place. Measurements shall be from the inside face of structure wall to inside face of structure wall.

Desilting pipe will be paid for in accordance with Section 430-12 of the Standard

Specifications and approved by the Engineer prior to payment.

430- 94 Desilting Pipe (Includes Video) LF

TP 570 – Performance Turf

TP 570

H-9

DESCRIPTION

Establish a growing, healthy turf over all areas designated in the Plans. Use sod in areas designated in the Plans to be sodded. Maintain turf areas until final acceptance of all contract work. Work shall include all mulching, sodding, fertilizing, clipping removal, litter control, edging and watering necessary to provide routine maintenance of the grassed area throughout the establishment period or until the work is accepted by the Engineer.

There must be at least 90% coverage of healthy grass prior to acceptance by the Engineer. The

Engineer, at any time, may require replanting of any areas in which the establishment of the grass stand does not appear to be developing satisfactorily.

The CONTRACTOR shall mow grassed areas every 14 days, or as required by the Engineer, until final acceptance of the work.

MATERIALS

General

All sod shall meet the requirements of the Florida Department of Agriculture and Consumer

Services and all applicable state laws, and shall be approved by the Engineer before installation.

All sod and mulch shall be free of noxious weeds and exotic pest plants, plant parts or seed listed in the current Category I “List of Invasive Species” from the Florida Exotic Pest Plant Council

(FLEPPC, http://www.fleppc.org ). Any plant officially listed as being noxious or undesirable by any Federal Agency, any agency of the State of Florida or any local jurisdiction in which the project is being constructed shall not be used. Any such noxious or invasive plant or plant part found to be delivered in seed, sod or mulch will be removed by the CONTRACTOR at his expense and in accordance with the law.

All materials shall meet plant quarantine and certification entry requirements of Florida

Department of Agriculture & Consumer Services, Division of Plant Industry Rules.

Sod

Types: Unless a particular type of sod is called for in the Contract Documents, sod may be either centipede, bahia, or bermuda at the CONTRACTOR’S option. It shall be well matted with roots.

Where sodding will adjoin, or be in sufficiently close proximity to, private lawns, other types of sod may be used if desired by the affected property owners and approved by the Engineer.

H-10

Dimensions: The sod shall be taken up in commercial-size rectangles, or rolls, preferably 12 inches by 24 inches or larger, except where 6-inch strip sodding is called for, or as rolled sod at least 12 inches in width and length consistent with the equipment and methods used to handle the rolls and place the sod. Sod shall be a minimum of 1-1/4 inches thick including a 3/4-inch-thick layer of roots and topsoil. Reducing the width of rolled sod is not permitted after the sod has been taken up from the initial growing location. Any netting contained within the sod shall be certified by the manufacturer to be degradable within three years.

Condition: The sod shall be sufficiently thick to secure a dense stand of live turf. The sod shall be live, fresh and uninjured, at the time of planting. It shall have a soil mat of sufficient thickness adhering firmly to the roots to withstand all necessary handling. It shall be planted within 48 hours after being cut and kept moist from the time it is cut until it is planted. No sod which has been cut for more than 48 hours may be used unless specifically authorized by the Engineer. A letter of certification from the turf Contractor as to when the sod was cut, and what type, shall be provided to the Engineer upon delivery of the sod to the job site.

The source of the sod may be inspected and approved by the Engineer prior to being cut for use in the work.

Mulch

The mulch material shall be compost meeting the requirements below, hardwood barks, shavings or chips; or inorganic mulch materials as approved by the Engineer; or hydraulically applied wood fiber mulch or bonded fiber matrix (BFM) for the establishment of turf material.

Prepared Soil Layer

All material shall be suitable for plant growth. The organic matter content of the prepared soil layer after mixing shall be a minimum of 2.5%, a maximum of 10%, in accordance with FM 1-T-

267 and have a pH value of 4.5 or greater and less than or equal to 8.5 as determined in accordance with FM 5-550. The organic matter content shall be created using any of the following materials.

Prepared soil layer materials may be obtained from either, or a combination of, the following sources:

(1) Excavation within the limits of construction on the project. Such material may be stockpiled or windrowed on the project in areas approved by the Engineer.

H-11

(2) Designated borrow pits for the project.

(3) From other sources of organic soil materials provided by the Contractor.

Organic Soil: This may consist of muck, mucky peat and peat and shall have an organic matter content of 30% or more if the mineral fraction is more than 50% clay, or more than 20% organic matter if the mineral fraction has no clay.

Compost: Meet the requirements of Florida Department of Environmental Protection Rule

62.709.550 Type Y (yard waste), Type YM (yard waste and manure), Type A (municipal solid waste compost) or Rule 62.640.850 Type AA (composted biosolids) and have unrestricted distribution.

Compost for use as a Soil Amendment: If the electrical conductivity (EC) value of the compost exceeds 4.0dS (mmhos/cm) based on the saturated paste extract method, the compost shall be leached with water prior to application.

Compost for use as a Mulch: The compost shall contain no foreign matter, such as glass, plastic or metal shards. The compost shall be slightly coarse to coarse in nature (over half of the solids shall be from particles 1/2 inches in size and no greater than 6 inches. Preference shall be given to compost or mulch made from uncontaminated woody waste materials.

Fertilizer

Ensure that all employees applying fertilizer, possess a current Florida Department of

Agriculture and Consumer Services Commercial Applicator license in accordance with Section

482.1562, F.S. provide a copy of current certificates to the Engineer. Fertilizers shall comply with the State and County fertilizer laws.

The numerical designations for fertilizer indicate the minimum percentages (respectively) of (1) total nitrogen, (2) available phosphoric acid, and (3) water-soluble potash, contained in the fertilizer. At least 65% of the nitrogen shall be from a slow-release source.

Certification

The CONTRACTOR shall provide the Engineer a certified test report from the manufacturer of the commercial fertilizer confirming that the requirements of this Section are met. The certified test report shall include test results for total nitrogen, available phosphoric acid, water-soluble potash, and sulfur. Each certification shall cover one batch per type for dry type fertilizer.

H-12

Fertilizer Rates

Soil laboratory fertilization recommendations are based on the amount (lbs) of nutrients (N, P2O5, K2O) to apply per given area (usually 1,000 square feet.). From this recommendation it is necessary to select an appropriate fertilizer grade and then determine how much of this fertilizer to apply to the area.

If a complete fertilizer (containing all three primary nutrients) is not available in the ratio of N-P-

K necessary to match the ratio required in the fertilizer recommendation, mixed-grade or single-nutrient fertilizers should be used to satisfy each nutrient requirement.

To calculate fertilizer rates:

• Measure the area to be fertilized in square feet.

• Select fertilizers, to be used based on the soil testing laboratory recommendations by matching the ratio of nutrients recommended to the fertilizer grades available.

• Determine the amount of fertilizer to apply to a given area (1,000 square feet.) by dividing the recommended amount of nutrient by the percentage of the nutrient (on a decimal basis) in the fertilizer. Apply no more than 0.25 lbs P2O5/1000 square feet per application prior to planting.

• Adjust the amount of fertilizer to the project area.

Insecticides and Herbicides

Use products found on the following website, http://ceris.purdue.edu/, approved by the

Florida Department of Agriculture for the State of Florida. The use of restricted products is prohibited. Do not use any products in the sulfonylurea family of chemicals. Herbicide application by broadcast spraying is not allowed.

CONTRACTOR shall procure any necessary licenses, pay all charges and fees, and give all notices necessary for lawful performance of the work.

CONTRACTOR shall ensure that all insecticides and herbicides are applied in accordance with

Chapter 5E-9, Florida Administrative Code. Provide a copy of current certificates upon request, to the Engineer.

H-13

CONTRACTOR shall ensure that employees who work with herbicides comply with all applicable Federal, State, and local regulations.

CONTRACTOR shall comply with all regulations and permits issued by any regulatory agency within whose jurisdiction work is being performed. Post all permit placards in a protected, conspicuous location at the work site.

CONTRACTOR shall acquire all permits required for aquatic plant control as outlined in

Chapter 62C-20, Florida Administrative Code, Rules of the Florida Department of

Environmental Protection. Contact the Regional Field Office of Bureau of Invasive Plant

Management of the Florida Department of Environmental Protection for proper permits and subsequent approval. If application of synthetic organo-auxin herbicides is necessary, meet the requirements of Chapter 5E-2, Florida Administrative Code.

Water

The water used in the grassing operations may be obtained from any approved source.

The water shall be free of any substance, which might be harmful to plant growth. Effluent water shall meet all Federal, State and local requirements.

Construction Methods

Incorporate turf installation into the project at the earliest practical time.

Use the methods and materials necessary to establish and maintain the initial grassing until final acceptance.

Sod: Place the sod on the prepared surface, with edges in close contact. Do not use sod which has been cut for more than 48 hours.

Place the sod to the edge of all landscape areas as shown in the Plans and as shown in the Design

Standards.

Place rolled sod parallel with the roadway and cut any exposed netting even with the sod edge.

Monitor placed sod for growth of pest plants and noxious weeds. If pest plants and/or noxious weeds manifest themselves within 30 days of placement of the sod during the months April through October, within 60 days of placement of the sod during the months of November

H-14 through March treat affected areas by means acceptable to the COUNTY at no expense to the

COUNTY. If pest plants and/or noxious weeds manifest themselves after the timeframes described above from date of placement of sod, the Engineer, at his sole option, will determine if treatment is required and whether or not the CONTRACTOR will be compensated for such treatment.

Remove and replace any sod as directed by the Engineer.

Turf Establishment

Perform all work necessary, including watering and fertilizing, to sustain an established turf until final acceptance, at no additional expense to the COUNTY. Provide the filling, leveling, and repairing of any washed or eroded areas, as may be necessary.

Established turf is defined as follows:

1. An established root system (leaf blades break before seedlings or sod can be pulled from the soil by hand).

2. No bare spots larger than one square foot.

3. No continuous streaks running perpendicular to the face of the slope.

4. No deformation of the turf areas caused by mowing or other CONTRACTOR equipment.

5. No exposed sod netting.

6. No pests or noxious weeds.

Monitor turf areas and remove all competing vegetation, pest plants, and noxious weeds (as listed by the Florida Exotic Pest Plant Council, Category I “List of Invasive Species”, Current

Edition, http://www.fleppc.org). Remove such vegetation regularly by manual, mechanical, or chemical control means, as necessary. When selecting herbicides, pay particular attention to ensure use of chemicals that will not harm desired turf. Use herbicides in accordance with provision

During the entire establishment period and until turf is established in accordance with this specification, continue inspection and maintenance of erosion and sedimentation control. Take responsibility for the proper removal and disposal of all erosion and sedimentation control items after turf has been established.

H-15

Notify the Engineer, with a minimum of seven calendar days advance notice, to conduct inspections of the turf at approximate 90-day intervals during the establishment period to determine establishment. Results of such inspections will be made available to the

CONTRACTOR within seven calendar days of the date of inspection. Determination of an established turf will be based on the entire project and not in sections.

The CONTRACTOR’S establishment obligations of this specification will not apply to deficiencies due to the following factors, if found by the Engineer to be beyond the control of the

CONTRACTOR, his subcontractors, vendors or suppliers:

• Determination that the deficiency was due to the failure of other features of the Contract.

• Determination that the deficiency was the responsibility of a third party performing work not included in the Contract or its actions.

The COUNTY will only pay for replanting as necessary due to factors determined by the

COUNTY to be beyond the control of the CONTRACTOR.

Litter Removal

During each cycle all litter and debris are to be removed prior to and upon completion of a mowing cycle. Litter and debris removal includes the pickup removal, and disposal from the right-of-way and COUNTY property of any obstacle such as wood, signs, tires, cans, etc., which cannot be traversed by the mowing equipment. It will also be the CONTRACTOR’S responsibility to remove any items such as bags of trash, newspapers, magazines, food containers, boxes, sheets of paper, etc., which will be torn, ripped, scattered or further subdivided by the mowers, which will result in an objectionable appearance.

Clipping Removal

During each cycle all grass clippings that are not uniformly distributed and detract from the appearance of the mowing operation will be removed from the site by the CONTRACTOR, upon completion of the mowing operation to allow for a neat and clean appearance after completion.

The CONTRACTOR will remove and dispose of all grass clippings from the pavement, curbs and curb inlets located within the limits of the project.

The grass clipping removal will be performed in conjunction with the mowing cycle. It is the responsibility of the CONTRACTOR to maintain the inlet openings free from the debris generated during their right-of-way mowing operation. Grass clippings will not be blown into

H-16 drains or storm drain inlets. Failure to adhere to this will result in the CONTRACTOR, at his/her own expense within two (2) working days, jetting out these pipes and drains or reimbursing the

COUNTY for the clean-up effort carried out by COUNTY personnel.

Edging

Edging is the removal of all weeds, sand, vegetation, debris and plant material by the

CONTRACTOR from all edges of curbs, to maintain these areas in an attractive and manicured condition. Edging includes the removal of growth mechanically and manually and shall be performed in conjunction with the mowing cycle. The edging of curbs will create a distinct void;

approximately one-half (1/2) inch horizontally between the structure and the turf. String trimmers will not be used in edging. Edging also includes the removal of all sand and debris from the areas designated to be edged. Upon completion of edging by the CONTRACTOR, no growth, sand or debris will touch any of the structures designated to be edged. The

CONTRACTOR from the areas designated for edging will remove all sand and debris.

NOTE: Areas specified for edging will not be treated with herbicide.

Basis of Payment

All material, work, and incidental costs related to preparing the area for turf will be paid for at the contract unit price completed and accepted. The unit price shall also include:

1. Clearing and grubbing work to include but not limited to, the removal of all rigid, asphalt pavement, Portland cement concrete pavement, curb, curb and gutter, ditch pavement, and brick.

2. Excavation in whatever material encountered, removing unsuitable material, and replacing with select bedding material, backfilling, compaction, furnishing and installing, disposing of surplus material, and other work as may be required for acceptable installation and establishment of turf.

Item No. 570- 1-2 Performance Turf (Match Exist.) - per square yard.

TP 900-1- As Built Plans

TP 900-1

H-17

AS-BUILT PLANS

The As-Built Plans shall incorporate all the changes made to the red line As-Built plans. They shall show locations and elevations of paving, swales, ditches, pipe inverts and structures constructed, and all relocated or reset property corners, section corners and 1/4 section corners.

Upon the completion of the project, the Contractor shall submit to the County one (1) set of

Drawings with Statement of Certifications, certifying that the project was constructed according to the Construction Plans and Specifications, and that the AS BUILT PLANS are correct representation of what was constructed. The plans shall delineate all red line information contained on the As-Built

Plans.

Digital files include CAD and PDF of the as-built survey that are submitted on CD, DVD or

Thumbdrive and are complete with all reference files. All CAD files must be complete with reference files and any other documents and images associated with the CAD files. CAD files must be identically matching to the signed and sealed as-built survey. The submitted digital files must be in the original format of the plans. i.e. Autocad Civil 3d, Microstation, etc. The County prefers the most current version of Autocad Civil 3d.

The Contractor shall include the Statement of Certification on either the cover sheet certifying all of the sheets or certify each individual sheet. The Statement of Certifications shall be signed and sealed by a Professional Engineer and/or a Professional Surveyor and Mapper, both registered in the

State of Florida.

Qualifications of Surveyor and Mapper or Engineer

The Florida Licensed Professional Engineer(s) or Florida Registered Professional Surveyor and Mapper(s) who are proposed by the CONTRACTOR to provide services for the

Project, are subject to the approval of the PROJECT MANAGER and/or the County

Surveyor. Prior to any services being performed, the CONTRACTOR shall submit the name and address of any proposed registered professional and a written acknowledgement from the Professional Surveyor and Mapper stating that he has the hardware, software and adequate scope of services to complete the As-Built Survey requirements as stated below.

These submittals shall be provided to the PROJECT MANAGER at the Pre-Construction conference. It is recommended that the Professional Surveyor and Mapper attend the

Preconstruction conference. It is mandatory that any Surveyor and Mapper who has not previously performed work for the County in the past attend the Preconstruction conference.

H-18

As-Built Survey Requirements

The Contractor shall require the Professional Surveyor and Mapper to locate all improvements for the As-Built Survey using State Plane Coordinates and the vertical datum referenced on the Construction drawings. The CONTRACTOR shall obtain an electronic copy of the Construction Drawings from the COUNTY for use as only a base for the As-

Built Survey. The As-Built Survey shall clearly show the designed and constructed locations and elevations for ease of comparison. This shall be accomplished by adding the

As-Built information on a separate CAD layer, while keeping all the design call-outs and construction requirements visible. The As-Built information shall be labeled as such and be shown with a bolder text weight in order to be easily identifiable. All planned improvements referenced by station and offset on the Plans, shall also be referenced on the

As-Built Survey in the same manner. All constructed improvements that have location and/or elevation information called-out on the Plans, shall have the same information identified on the As-Built Survey. If a structure information table was provided on the

Plans, then the As-Built information shall be shown in the table in bold print. Design call-outs shall have a strike through line through the design call-out and all As-Built information must be labeled (or abbreviated “AB”) and be shown in a bolder text that is completely legible. As-Built Survey shots shall be taken at the same locations as shown on the Plans for ease of comparison. Any variations from required material sizes shall also be noted.

a. If survey points are disturbed, it is the responsibility of the Contractor’s Surveyor and

Mapper to reset the points at the Contractor’s expense and show on the As-Built Survey.

Copies of the Contractor’s Surveyor and Mappers field notes and/or electronic files for point replacement shall be provided to the County Surveyor through the Project

Manager, and shall include hard copies, that are signed and sealed by the Professional

Surveyor and Mapper.

b. The Contractor’s Professional Surveyor and Mapper shall locate all improvements for the Project As Built using State Plane Coordinates as the horizontal datum and the benchmark(s) referenced on the Plans as the vertical datum. The Project Manager, or

County Surveyor will provide electronic files of the Plans to be used by the Surveyor and Mapper in complying with these specifications. Construction layout shall be established from the reference points (CONTROL) shown or listed on the Plans and will either be recovered or re-set by the Contactor’s Professional Surveyor and Mapper and identified on the As-Built Survey. The Contractor’s Professional Surveyor and

Mapper shall identify on the As-Built Survey and replace any Project control points, boundary corners, benchmarks, section corners that may be lost or destroyed, at no additional cost to Orange County. A certified copy of each Certified Corner Record that the Contractor’s Professional Surveyor and Mapper has been required to complete will also be submitted to the County Surveyor through the Project Manager.

H-19

• A PDF file of the final “As-Built Plans” shall be prepared by an appropriately licensed

PSM on a CD of the construction drawings showing the design horizontal location and elevation of all facilities constructed or incorporated into the project with changed values struck through with a single line to maintain legibility and the new value added.

Facilities constructed in a modified fashion from that shown on the construction plans shall be shown and identified in their originally designed and final as-constructed configurations. Facilities added shall be shown and identified.

• Signed and Sealed Field Book(s), Copies of Adjusted Benchrun, Raw Data files-

(horiz.).

• Signed and Sealed Certification Letter per Highway Construction’s Project Completion

List – Substantial Completion.

Upon the completion of the project the CONTRACTOR shall submit the AS-BUILT

PLANS as an electronic file in PDF format which shall have Statements of Certification certifying that the project was constructed according to the Construction Plans and

Specifications, and that the AS-BUILT PLANS are a correct representation of what was constructed. The CONTRACTOR shall include the Statement of Certification on either the cover sheet of the AS-BUILT PLANS certifying all of the sheets or certifying each individual sheet. The Statements of Certification shall be signed and sealed by a

Professional Engineer and/or a Professional Surveyor and Mapper, both registered in the

State of Florida.

The CONTRACTOR'S request for final payment shall be accompanied by one complete, legible set of final signed and sealed AS-BUILT PLANS and PDF file on disc from a licensed Professional Surveyor and Mapper. The cost of the AS-BUILT PLANS and pdf file shall be included in the pay item 900-1, This cost covers roadway bid items only and does not cover the Orange County Utilities or other third party AS-BUILT PLANS.

As-Built Plans will be paid for at the contract lump sum price, completed and accepted.

Pay Item: 900-1 As-Built Plans Lump

Sum

TP 900-2 Indemnification

TP 900-2

H-20 Revised 02/12/18

INDEMNIFICATION

The Contractor shall indemnify, defend, and hold harmless the COUNTY and all its officers, agents, and employees, from all claims, losses, damages, costs, charges, or expenses arising out of any acts, action, neglect, or omission by the Contractor during the performance of the Contract, whether direct or indirect, and whether to any person or property to which the COUNTY or said parties may be subject, except that neither the Contractor nor any of its subcontractors are liable under this Section for damages arising out of the injury or damage to persons or property directly caused or resulting from the sole negligence of the COUNTY or any of its officers, agents, or employees.

Payment shall be made under:

900-2 Indemnification Lump Sum ($100.00)

TP 900-3 – Herbicide Application and Plant Removal

TP 900-3

H-21 Revised 05/05/2025

1. Herbicide Application and Plant Removal

A. The contractor shall be responsible for the application of a variety of aquatic and upland herbicides within the project areas.

B. The contractor shall have and maintain a Field Supervisor that is certified by the Florida

Department of Agriculture and Consumer Services in Aquatic Pest Control -and- Natural

Areas Weed Management present throughout all application activities.

C. Field Supervisors shall have a minimum of 2 years’ experience in the application of approved herbicides in each of the following Florida environments: aquatic, wetland and upland areas.

D. The contractor shall be able to perform selective as well as broad-spectrum herbicide applications with minimum damage to non-target vegetation.

E. Applications shall be performed in such a manner as to protect non-target organisms, the environment and the public.

F. All herbicides and adjuvants shall be used in accordance with the product label at all times.

G. Indicator dye shall be used during treatments when required by the County Representative.

H. The contractor shall also adhere to all federal, state and local regulations governing the application, transportation, storage, use and disposal of products utilized in the performance of this contract. The CONTRACTOR shall consider and anticipate the potential need to obtain the herein discussed permits in developing his schedule and shall make every effort to avoid or minimize potential impacts to his critical path that might result from delays in dewatering activities due to the time necessary for CONTRACTOR to obtain the necessary permits. The CONTRACTOR shall make every effort to schedule activities requiring dewatering as late as possible during his schedule and shall schedule activities not impacted by dewatering as early as possible. For each day, up to a maximum of one hundred eighty (180) days that the CONTRACTOR diligently pursues such permit(s) and is unable to avoid adversely impacting his critical path, a day will be added to the time allotted to the CONTRACTOR to complete performance of the Project.

I. The contractor shall be responsible for obtaining all required permits for the application of herbicides or plant removals.

The permit application services will be billed by the Contractor using field supervisor time

(hours). A copy of all required permits must be supplied to the Project Manager prior to any herbicide applications or plant removals.

H-22 Revised 05/05/2025

J. The contractor shall be responsible for following the posting procedures required by the

Florida Fish and Wildlife Conservation Commission Permits (Chapter 68 F-20.0055 (2)(c) and (d) F.A.C.), for any water-use restrictions listed by the product label on fish consumption, irrigation, domestic use and swimming.

K. The contractor shall document in the Daily Work Form the method of notification and posting locations.

L. The contractor shall supply a herbicide application form to the County Project Manager for approval prior to any application activity.

The herbicide application form shall include:

• Herbicide Name & Type

• Target Vegetation

• Proposed Application Rates

• Method of Application

• Proposed Dates of Application

• Field Supervisor Name(s)

M. Due to the different characteristics of many project areas, the contractor shall be capable of performing the herbicide application by any of the following methods as approved by the Division’s Project Manager:

• Airboat

• Conventional

• Boat/barge

• Backpack/hose reel application

• Attachable Herbicide application wicking machinery

N. The contractor shall achieve a 90% mortality of all target species within the project area prior to any removal or harvesting activities. If 90% mortality is not achieved, re-treatment of living target vegetation shall be required at no additional cost to the County.

O. In the event that native plants outside of the project area are killed as a result of herbicide application, the contractor shall be responsible for all vegetation replacement, permit violations and any associated fines at no cost to the County.

P. The Field Supervisor shall be responsible for collecting and recording the following data on a daily work form approved by the County.

• treatment date

• weather condition

• treatment location map or location description

• if requested by the project manager, the contractor will be required to submit GPS data points of treatment area

H-23 Revised 05/05/2025

• number of acres treated

• herbicide type and amount used

• percent solution and species treated for each herbicide mix

• method of notification and posting locations for herbicide restrictions when required

• wind measurements as applicable

• number of applicators

• hours worked and total hours of operating time

This data shall be submitted with each project invoice. Failure to submit the data may result in the delay of payment for services rendered.

2. Identification and Documentation of Native & Exotic Species

A. The contractor shall be responsible for performing field assessments and vegetation documentation of desirable native species, threatened or endangered species and non-native (exotic) species within specific project areas of the county including but not limited to: shorelines, canals, islands, wetland, conservation areas and upland natural areas. The assessments shall include:

• The physical location of the species of interest by use of Global Positioning System

(GPS) documentation

• Scientific and common vegetation names

• Relative density and approximate size of the infestation

• Generation of a map to scale clearly identifying the vegetation of interest’s physical location and also the identification of permanent features including but not limited to: roads, homes, barns, fences, ponds, creeks, utility poles, etc.

B. Field Supervisors shall have a minimum of 2 years of substantial experience in performing field species identification and current control technologies of invasive exotic plants, shrubs and trees common to Florida.

3. Biomass Removal

Aquatic Areas

A. The contractor shall be responsible for the removal and proper disposal of all treated target vegetation within the project areas.

B. The contractor shall not be allowed to perform any removal activities without prior verification from the County Project Manager that the 90% mortality criterion has been achieved.

C. The contractor shall be capable of removing the designated vegetation by one or more of the following methods:

H-24 Revised 05/05/2025

• Aquatic Plant Harvester

• Hand Removal

• Other Mechanical Method(s) approved by the Project Manager

D. The Contractor shall be capable of performing this work at multiple locations at the same time as well as being able to mobilize equipment on short notices (within 5 working days).

E. The contractor shall remove all visible surface vegetation and any associated root/rhizome material.

F. The contractor shall be responsible for monitoring, containing and controlling turbidity on the project site by use of Best Management Practices (BMPs). The use of floating turbidity barriers, staked silt fence, dewatering bag and acrylamide powder, and other BMPs, shall be handled as a separate pay item or as part of labor cost.

G. All removed biomass shall be transported to an upland staging area by end of each workday.

H. In an effort to minimize offensive odors from rotting vegetation, all staged biomass shall be disposed of off-site within 72 hours of staging.

I. The contractor shall be responsible for all disposal costs including collection, transportation, and any disposal fees. All removed vegetation shall become the property of the contractor and must be disposed of properly.

J. It shall be the responsibility of the contractor to obtain any and all appropriate property owner permission and authorization for every staging site, access and working locations as needed.

Wetland & Upland Areas

A. For the treatment of invasive-exotic trees, three levels of treatment may be chosen:

• Treat in Place: Tree species will be treated with an approved herbicide by approved method (i.e. Foliar, Basal Bark, Frill or Girdle)

• Fell in Place: Tree will be cut at the lowest possible level but be at least one foot above the expected water level and or ground level. The stumps shall be immediately treated with an approved herbicide using the Cut- Stump method containing an approved dye marker as per product label. The remaining tree will be felled in place and allowed to remain on property.

• Removal or Chip: Tree will be cut at the lowest possible level but be at least one foot above the expected water level. The stumps shall be immediately treated with an approved herbicide using the Cut-Stump method containing an approved dye marker as per

H-25 Revised 05/05/2025 product label. The remaining tree will be either chipped on site or hauled off site for proper disposal.

B. In order to minimize the release of Melaleuca seeds, all felled Melaleuca trees shall be transported to an upland staging site within 12 hours of cutting. Seedlings and saplings shall be hand-pulled or when conditions dictate, seedlings and saplings may be treated with herbicide using a backpack sprayer.

C. For areas that have had previous tree removal activity and only old, treated stumps remain, the contractor will be responsible for cutting the stumps at the sediment surface or complete removal of the stump. Please note some stump removal activity may be classified as dredging and may require the authorization or permit from a federal, state or local regulatory agency. The contractor shall be responsible for obtaining any and all required permits or authorizations.

4. Grounds Maintenance / Mowing

A. The contractor shall perform monthly maintenance. The requirements are as follows:

• Contractor shall document the establishment of any other exotic species within the project area.

• Contractor shall perform hand removal* of any exotic or undesirable vegetation within the replanting areas.

• Contractor shall perform mowing services on designated areas, as required by the

Project Manager

• Contractor shall notify EPD of any Hydrilla verticillata growth within the project areas prior to any treatment or removal activity.

• Record physical & meteorological conditions (wind speed, precipitation, etc.)

* Chemical herbicides may be used only with the Project Manager’s approval.

5. Supplies and Equipment:

A. The contractor shall be responsible for providing all supplies, equipment and materials needed to perform the project tasks.

B. In order to reduce the possibility of spreading exotic species, all equipment shall be cleaned prior to entering any County property and prior to departing the work site.

C. All herbicides shall be purchased by the contractor.

D. The Division reserves the right to inspect, at any time, the contractors’ procedures, spray system, spray solution, and other ancillary…

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