Special_Provisions.pdf

SPECIAL PROVISIONS

FOR AMENITIES

FOR

INFRASTRUCTURE REPAIR WORK ORDER CONTRACT

CONTRACT NO. 26-0208

TABLE OF CONTENTS

SECTION TITLE

1 PARK FURNITURE

2 WOOD DUMPSTER ENCLOSURE

3 WATER FOUNTAIN

4 CONCRETE SAND WALL

5 LANDSCAPING

END OF TABLE OF CONTENTS

April 20, 2026

TO ACCOMPANY PINELLAS COUNTY SUPPLEMENTAL SPECIFICATIONS FOR

ROADWAY AND GENERAL CONSTRUCTION (January 2025), AND FLORIDA

DEPARTMENT OF TRANSPORTATION (FDOT) STANDARD SPECIFICATIONS FOR

ROAD AND BRIDGE CONSTRUCTION – DIVISION I SECTION 9-2.1.2 ONLY,

DIVISIONS II AND III ONLY (FY 2024-25).

The PINELLAS COUNTY SUPPLEMENTAL SPECIFICATIONS FOR ROADWAY AND GENERAL CONSTRUCTION (January 2025) can be found on the Pinellas County Website for “ENGINEERING & TECHNICAL INFORMATION: PUBLIC WORKS & UTILITIES.” The web address is:

https://pinellas.gov/engineering-technical-information-public-works/

All special amenity removal items to be done in accordance with Pinellas County Section 110- Clearing and Grubbing and are denoted ending in “R.”

SECTION 1- PARK FURNITURE

The work specified under this Section shall consist of the furnishing and installation of Park Furniture in conformity with the lines, grades and elevations shown on the Plans and as directed by the Engineer.

The work specified shall consist of all labor, equipment, services and materials necessary to install the Park Furniture. All necessary mounting hardware (AISI 316 stainless steel for coastal use) shall be included in the applicable pay items.

The Contractor shall provide shop drawings for the proposed work components. Verify with the Engineer before ordering paint and color application.

Furniture types and descriptions:

SA-12 AND SA-13 Park Furniture, Trash Can Post:

Trash cans to be installed on 4x4 wooden posts, 2’ buried, 3’ out of the ground = 5’ total.

Hooks should be installed with 5/56 or 3/8 stainless steel lag bolts.

Hooks:

TOOLFLEX ONE HOOKS -2”, MODEL NO. H-11301, 1X3X2”, OR APPROVED EQUAL

SA-12 Park Furniture, Trash Can Post, Single Mount: 1 hook installation

SA-13 Park Furniture, Trash Can Post, Double Mount: 2 hook installation

SA-14 Park Furniture, Trash Can:

TRASH CAN, GRAINGER, ROUND, OPEN TOP, 31-GAL CONTAINER CAPACITY, 20-

1/2 IN OVERALL DIAM, 20-1/2 IN, GALVANIZED STEEL OR APPROVED EQUAL

SA-15- Park Furniture, Bench:

BENCH, BELSON OUTDOORS, BACKLESS BENCH, MODEL SBL72, SAND TAN

SMOOTH FINISH OR APPROVED EQUAL

SA-16- Park Furniture, Bicycle Rack:

BICYCLE RACK, BELSON, 5 LOOPS 7 BIKE CAPACITY, MODEL - CBBR-7URI-BK

OR APPROVED EQUAL

SA-17- Park Furniture, Shower:

Pipe work and connections are included in this pay Item. Concrete pads for showers shall be paid for under 400-0-15.

SHOWER DESCRIPTION

Basis of Payment

The work specified under this Section shall be paid per each (EA) for PARK FURNITURE (type specified), including all work and materials described/specified herein, satisfactorily completed and accepted.

Pay Item No. SA-12, PARK FURNITURE, TRASH CAN POST, SINGLE MOUNT – per Each (EA)

Pay Item No. SA-13, PARK FURNITURE, TRASH CAN POST, DOUBLE MOUNT – per Each (EA)

Pay Item No. SA-14, PARK FURNITURE, TRASH CAN– per Each (EA).

Pay Item No. SA-15, PARK FURNITURE, BENCH – per Each (EA)

Pay Item No. SA-16, PARK FURNITURE, BICYCLE RACK – per Each (EA)

Pay Item No. SA-17, PARK FURNITURE, SHOWER – per Each (EA)

END OF SECTION

SECTION 2- WOOD DUMPSTER ENCLOSURE

The work specified under this Section shall consist of Wood Dumpster Enclosure (Fence and Gate) in conformity with the lines, grades and elevations shown on the Plans and as directed by the Engineer.

The work specified shall consist of all labor, equipment, services and materials necessary to install the Wood Dumpster Enclosure (Fence and Gate). All necessary mounting hardware (AISI 316 stainless steel for coastal use) shall be included in the applicable pay items.

The Contractor shall provide shop drawings for the proposed work components.

PART 1 GENERAL

1.01 Summary

A. Provide wood fences and gates as shown and as specified.

1.02 Submittals

A. Shop Drawings: Submit shop drawings for fences, gates, and appurtenances. Include plan layout; fence height; location and sizes of posts, rails, gates, and footings; product data; and erection procedures.

B. Samples: Submit samples for selection of wood stain/color.

C. Warranty: Submit manufacturer's written warranty as specified in "Warranty" article below.

1.03 Quality Assurance

A. Provide wood fence as a complete unit produced by a single manufacturer, including necessary erection accessories, fittings, and fastenings.

1.04 Warranty

A. Wood fence shall have a 15-year manufacturer's warranty against defects in workmanship and materials. Fence shall be warranted against breaking, peeling, abnormal weathering, and abnormal discoloration.

PART 2 PRODUCTS

2.01 Wood Fence, 6 ft High

A. Product: Provide Master Halco, Board on Board style or approved equal.

B. Material: As shown on Drawings.

C. Rails, Pickets, Posts: Rails, pickets, and posts shall be cut to specific lengths as required for style specified. Rails shall be routed to receive pickets.

D. Post Caps: Wood flat cap.

E. Swing Gates: Swing gates shall be constructed as shown on drawings.

Opening shall be of a size that will permit servicing of dumpster. Latch shall include provisions for locking with padlock (furnished by others).

F. Dimensions: As shown on Drawings.

2.02 Concrete

A. Job-mixed or ready-mixed concrete with minimum 3000 psi compressive strength at 28 days, 1- to 4-in. slump, minimum 5.5 bags of cement per cu yd, and 5 to 7 percent air content by volume.

PART 3 EXECUTION

3.01 Excavation

A. Excavate post holes to minimum diameters as recommended by fence manufacturer.

B. Excavate holes approximately 6 in. lower than post bottom, with bottom of posts set not less than 30 in. below surface when in firm, undisturbed soil.

Excavate deeper as required for adequate support in soft and loose soils, and for posts with heavy lateral loads.

C. Spread soil from excavations uniformly adjacent to fence line, or on adjacent areas of site, as directed.

3.02 Setting Posts

A. Remove all loose and foreign materials from sides and bottoms of holes and moisten soil prior to placing concrete.

B. Center and align posts in holes 6 in. above bottom of excavation.

C. Place concrete around posts in a continuous pour and vibrate or tamp for consolidation. Check each post for vertical and top alignment; hold in position during placement and finishing operations.

D. Trowel finish tops of footings, and slope or dome to direct water away from posts.

E. Fill gate and corner posts with concrete surrounding two No. 5 reinforcing bars.

3.03 Fence Erection

A. Erect and secure fencing in accordance with manufacturer's instructions.

B. Install gates plumb, level, and secure for full opening without interference.

Adjust hardware for smooth operation and lubricate where necessary. Allow concrete to cure a minimum of 72 hours before opening gates.

Basis of Payment

The work specified under this Section shall be paid for as shown below and includes all work and materials, satisfactorily completed and accepted.

Pay Item No. SA-20, WOOD DUMPSTER ENCLOSURE, WOOD FENCE 6 ft High – per Linear Foot (LF)

Pay Item No. SA-21, WOOD DUMPSTER ENCLOSURE, WOOD FENCE 6ft High, LINE POST – per EACH (EA)

Pay Item No. SA-22, WOOD DUMPSTER ENCLOSURE, WOOD FENCE 6ft high, CORNER/ANCHOR POST – per EACH (EA)

Pay Item No. SA-23, WOOD DUMPSTER ENCLOSURE, SWING GATE 6ft high– per Linear Foot (LF)

SECTION 3- WATER FOUNTAIN

The work specified under this Section shall consist of Water Fountains in conformity with the lines, grades and elevations shown on the Plans and as directed by the Engineer.

The work specified shall consist of all labor, equipment, services and materials necessary to install the Water Fountain. All necessary mounting hardware (AISI 316 stainless steel for coastal use) shall be included in the applicable pay items.

The Contractor shall provide shop drawings for the proposed work components.

WATER FOUNTAIN:

WATER FOUNTAIN, MOST DEPENDABLE FOUNTAINS, INC. MODEL 10135

SMSS OR APPROVED EQUAL

Link: https://www.mostdependable.com

The work specified under this Section shall be paid per each (EA) for WATER FOUNTAIN (type specified), including all work and materials described/specified herein, satisfactorily completed and accepted.

Pay Item No. SA-30, WATER FOUNTAIN – per Each (EA)

SECTION 4- CONCRETE SAND WALL

The work specified under this Section shall consist of Concrete Sand Wall in conformity with the lines, grades and elevations shown on the Plans and as directed by the Engineer.

The work specified under this Section shall consist of all labor, equipment, services and materials necessary to install the Concrete Sand Wall.

The Contractor shall provide shop drawings for the Concrete Sand Wall.

SA-40 Concrete Sand Wall, Flowable Concrete Fill, Excavatable

Flowable Fill shall meet the requirements of Standard Specification Section 121.

Pay Item No. SA-40, Flowable Fill – per Cubic Yard (CY).

SA-41 Concrete Sand Wall, Columns and SA-42 Concrete Sand Wall, Panels

Concrete Shall be Class IV with a 28-day compressive strength of 5,500 PSI. Concrete shall meet the requirements of Standard Specification Section 346. Reinforcing Steel shall be ASTM A615, Grade 60 and epoxy coated. Reinforcing Steel shall meet the requirements of Standard Specification Section 415. Welded Wire Fabric shall be ASTM A1064 and epoxy coated. Shall include all labor and materials necessary to furnish and install the columns and panels and shall conform to the existing shape and style.

Pay Item No. SA-41, Concrete Sand Wall, Columns, In-Kind – Each (EA), and

Pay Item No. SA-42, Concrete Sand Wall, Panels, In-Kind – Each (EA), SA-43 Concrete Sand Wall, Spall Area Repair

The contractor shall supply mortar that is listed on the Florida Department of Transportation (FDOT) approved products list (APL) or engineer approved equal.

Remove unsound concrete until sound concrete is encountered. All repair areas shall be delineated with square edges around the perimeter of the repair area defined by a saw-cut line.

Where the bond between existing concrete and reinforcement has been destroyed or where more than half of the bar circumference is exposed, remove the concrete adjacent to the bar to a depth that will permit the concrete repair mortar to bond to the entire periphery of the bar. Provide a 1" depth behind the reinforcement for this purpose. Areas adhered to existing strands or reinforcement shall remain.

Exhibit due care to avoid damage to existing reinforcement and existing sound concrete to remain. If reinforcing steel is damaged, the contractor shall notify the engineer for additional instructions on the applicable repair. Any reinforcing steel that is damaged by the contractor is to be repaired at no cost to the County.

Where existing reinforcing steel has greater than 25% loss in cross-sectional area due to corrosion, supplement with additional reinforcing. When using new bars in place, maintain the original cover, lap the bar as shown in the plans, and when necessary, provide additional chipping. Any reinforcement which is loose shall be secured in place by tying to other secured bars.

All surfaces to be repaired must be clean, sound and free of chloride contaminated moisture, oil and grease. Remove dust, residue, laitance, curing compounds, waxes, impregnation, foreign particles, and other bond inhibiting materials from the surface. Chip off areas that have been saturated with oil or grease to sound, non-contaminated concrete.

Payment will be made under Item No. SA-43 Concrete Sand Wall, Spall Area Repair, per Square Foot (SF).

SA-44 Concrete Sand Wall, Epoxy Material for Crack Injection – Structures Rehab

Material for crack repair shall meet the requirements of FDOT Specification Section 926.

The Contractor shall supply epoxy listed on the FDOT Approved Products List (APL) or Engineer Approved Equal.

Payment will be made under Pay Item No. SA-44 Concrete Sand Wall, Epoxy Material for Crack Injection – Structures Rehab – per Gallon.

SA-45 Concrete Sand Wall, Cracks Inject and Seal – Structures Rehab

Install crack repair material in accordance with FDOT Specification Section 411 and the Manufacturer’s recommendations.

Payment will be made under Pay Item No. SA-45 Concrete Sand Wall, Cracks Inject and Seal – Structures Rehab – Per Linear Foot.

SECTION 5- LANDSCAPING

The work specified under this Section shall consist of Landscaping in conformity with the Plans and as directed by the Engineer.

The work specified under this Section shall consist of furnishing all labor, equipment, services, materials (and plantings of all trees and shrubs of the species, size, and quality as indicated in the pricing table), necessary to install the Landscaping. The Engineer reserves the right to adjust the number and location of any of the designated types and species to be used at any of the locations shown, in order to provide for any unanticipated effects which might become apparent after the substantial completion of other phases of the project, or for other causes. All work specified below is supplemental to the Pinellas County Standard Details (February 2022) section 1100.

SA-50 Landscaping, Sabal Palmetto, 8’-10’ height

1. MATERIALS

1.1 Plants:

1.1.1 Authority for Nomenclature; Species, etc.: The designated authorities for the identification of all plant materials are publications of L.H. Bailey: “Hortus III” and “Manual of Cultivated Plants,” and ensure that all specimens are true to type, name, etc., as described therein. Refer to the publication of the American Joint Committee on Horticultural Nomenclature, “Standardized Plant Names” for standard nomenclature. Where there is a conflict between the two (2) authorities for identification of plant materials, the Engineer shall decide the higher authority.

1.1.2 Grade Standards and Conformity with Type and Species: Only use nursery grown plant material except where specified as Collected Material. Use nursery grown plant material that complies with all required inspection, grading standards, and plant regulations in accordance with the latest edition of the Florida Department of Agriculture’s “Grades and Standards for Nursery Plants”. Except where a lesser grade is specifically specified in the plans, ensure that the minimum grade for all trees and shrubs is Florida No. 1. Ensure that all plants are the proper size and grade at the time of delivery to the site, throughout the project construction period and during any designated plant establishment period. Ensure that plant materials are true to type and species and that any plant materials not specifically covered in Florida Department of Agriculture’s “Grades and Standards for Nursery Plants” conform in type and species with the standards and designations in general acceptance by Florida nurseries.

1.1.3 Inspection and Transporting: Move nursery stock in accordance with all Federal and State regulations and accompany each shipment with the required inspection certificates for filing with the Engineer. Ensure that plant materials are shipped with tags stating the botanical and common name of the plant.

1.2 Water: Water used in landscaping operations may be obtained from any approved source. Ensure that water is free of any substance which might be detrimental to plant growth. The use of effluent water is subject to approval and must meet all Federal, State and Local requirements.

2. SPECIFIC REQUIREMENTS FOR THE VARIOUS PLANT DESIGNATIONS

2.1 Balled-and-Burlapped Plants (B&B), and Wired Balled-and-Burlapped (WB & B:)

2.1.1 General: Properly protect the root ball of these plants until planting them.

The Engineer will reject any plant which shows evidence of having been mishandled. Set the B&B and WB&B plants, then remove the top 2/3 of all wire, rope, and binding surrounding the plant. Remove the burlap from the top 4 inches of the root ball. Do not disturb the root ball in any way. Bare root material is not allowed. At least 90 days before digging out B & B and WB & B plants, root-prune those plants 1½ inches or greater in diameter and certify such fact on accompanying invoices.

2.1.2 Provisions for Wiring: For plants grown in soil of a loose texture, which does not readily adhere to the root system (and especially in the case of large plants or trees), the Engineer may require WB & B plants. For WB & B plants, before removing the plant from the excavated hole, place sound hog wire around the burlapped ball, and loop and tension it until the tightened wire netting substantially packages the burlapped ball such as to prevent disturbing of the loose soil around the roots during handling.

2.2 Container-Grown Plants (CG): The Engineer will not accept any CG plants with roots which have become pot-bound or for which the top system is too large for the size of the container. Fully cut and open all containers in a manner that will not damage the root system. Do not remove CG plants from the container until immediately before planting to prevent damage to the root system.

2.3 Collected Plants (Trees and Shrubs) (C): Use C plants which have a root ball according to “Florida Grades and Standards for Nursery Plants”. Do not plant any C plant before the Engineer’s inspection and acceptance at the planting site.

2.4 Collected Plants (Herbaceous) (HC): The root mass and vegetative portions of collected herbaceous plants shall be as large as the specified container-grown equivalent. Do not plant any collected plant before inspection and acceptance by the Engineer.

2.5 Specimen Plants (Special Grade): When Specimen (or Special Grade) plants are required, label them as such on the plant list, and tag the plant to be furnished.

2.6 Palms: Wrap the roots of all plants of the palm species before transporting, except if they are CG plants, and ensure that they have an adequate root ball structure and mass for healthy transplantation as defined in “Florida Grades and Standards for Nursery Plants”. The Engineer will not require burlapping if the palm is carefully dug from marl or heavy soil that adheres to the roots and retains its shape without crumbling. During transporting and after arrival, carefully protect root balls of palms from wind and exposure to the sun. Muck grown palms are not allowed. After delivery to the job site, palms which are not intended to be or are not planted within 24 hours, shall have the root ball covered with a moist material. Plant all palms within 48 hours of delivery to the site. Move sabal palms in accordance with the “Florida Grades and Standards for Nursery Plants.”

2.7 Substitution of Container-Grown (CG) Plants: With the Engineer’s approval, the Contractor may substitute CG plants for any other root classification types, if all other requirements of the Contract Documents are met.

3. PLANTING REQUIREMENTS

3.1 Layout: Prior to any excavation or planting, mark all planting beds and individual locations of palms, trees, large shrubs and proposed art and architectural structures, as shown in the plans. Marking shall be on the ground with a common bright orange colored spray paint, or with other approved methods within the project limits. Obtain the Engineer’s approval of marked locations and make necessary utility clearance requests.

3.2 Excavation of Plant Holes: Excavate plant holes after an area around the plant three times the size of the root ball has been tilled to a depth matching the root ball.

Ensure that the (2) plant hole is made in the center of the tilled area only to the depth of the plant root ball. Where excess material has been excavated from the plant hole, use the excavated material to backfill to proper level.

3.3 Setting of Plants: Center plants in the plant hole. Lower the plant into the hole so that it rests on a prepared hole bottom such that the roots are level with, or slightly above, the level of their previous growth and so oriented such as to present the best appearance. Backfill with native soil, unless otherwise specified on the plans. Firmly rod and water-in the backfill so that no air pockets remain. Apply a sufficient quantity of water immediately upon planting to thoroughly moisten all of the backfilled earth. Keep plants in a moistened condition for the duration of the planting period. When directed by the Engineer, form a water ring 6 inches in width to make a water collecting basin with an inside diameter equal to the diameter of the excavated hole. Maintain the water ring in an acceptable condition as determined by the Engineer.

3.4 Special Bed Preparation: Where multiple or mass plantings are to be made in extended bedding areas, and the plans specify Special Bed Preparation, prepare the planting beds as follows: Remove all vegetation from within the area of the planting bed and excavate the surface soil to a depth of 6 inches. Backfill the excavated area with peat, sand, finish soil layer material or other material to the elevation of the original surface. Till the entire area to provide a loose, friable mixture to a depth of at least 8 inches. Level the bed only slightly above the adjacent ground level. Then mulch the entire bedding area, in accordance with No. 7- Mulching.

4. STAKING AND GUYING

4.1 General: When specified in the plans, or as directed by the Engineer, stake plants in accordance with the following:

- Follow the requirements in Pinellas County Standard Engineering Details(Feb.

2022 version) Index No.1108, Sabal Planting Detail.

- Use wide plastic, rubber or other flexible strapping materials to support the tree to stakes or ground anchors that will give as the tree moves in any direction up to thirty (30) degrees. Do not use rope or wire through a hose. Use guy chords, hose or any other thin bracing or anchorage material which has a minimum of 12 inches in length of high visibility flagging tape secured to guys, midway between the tree and stakes for safety.

- Stake trees larger than 1 inch diameter and smaller than 2 inches diameter with a 2 x 2 inch stake, set at least 2 feet in the ground and extending to the crown of the plant.

Firmly fasten the plant to the stake with flexible strapping materials as noted above.

4.2 Trees of 2 to 3 1/2 inches [50 to 90 mm] Caliper: Stake all trees, other than palm trees, larger than 2 inches caliper and smaller than 3 1/2 inches caliper with two (2), 2 x 4 inch stakes, 8feet long, set 2 feet in the ground. Place the tree midway between the stakes and hold it firmly in place by flexible strapping materials as noted above.

4.3 Large Trees: Guy all trees, other than palm trees, larger than 3 1/2 inches caliper, from at least three (3) points, with flexible strapping materials as noted above. Anchor flexible strapping to 2 x 4 x 24 inch stakes, driven into the ground such that the top of the stake is at least three (3) inches below the finished ground.

4.4 Special Requirements for Palm Trees: Brace palms which are to be staked with three 2 x 4 inch wood braces, toe-nailed to cleats which are securely banded at two points to the palm, at a point one third the height of the trunk, 5 foot minimum. Pad the trunk with five (5) layers of burlap under the cleats. Place braces approximately 120 degrees apart and secure them underground by 2 x 4 x 16 inch stake pads.

5. TREE PROTECTION AND ROOT BARRIERS

Install tree barricades when called for in the Plans and Specifications or by the Engineer to protect existing trees from damage during project construction. Place barricades at the drip line of the tree foliage or as far from the base of the tree trunk as possible. Barricades shall be able to withstand bumps by heavy equipment and trucks.

Maintain barricades in good condition. When called for in the Plans and Specifications, install root barriers or fabrics in accordance with the details shown.

6. PRUNING

Prune all broken or damaged roots and limbs in accordance with established arboriculture practices. When pruning is completed, ensure that all remaining wood is alive. Do not reduce the size or quality of the plant below the minimum specified.

7. MULCHING

Uniformly apply mulch material, consisting of wood chips (no Cypress Mulch is allowed), pine straw, compost, or other suitable material approved by the Engineer, to a minimum loose thickness of three (3) inches over the entire area of the backfilled hole or bed within two days after the planting. Maintain the mulch continuously in place until the time of final inspection.

8. DISPOSAL OF SURPLUS MATERIALS AND DEBRIS

Dispose of surplus excavated material from plant holes by scattering or otherwise as directed by the Engineer so that it is not readily visible or conspicuous to the passing motorist or pedestrian. Remove all debris and other objectionable material from the site and clean up the entire area and leave it in neat condition.

9. CONTRACTOR’S RESPONSIBILITY FOR CONDITION OF THE PLANTINGS

Ensure that the plants are kept watered, that the staking and guying is kept adjusted as necessary, that all planting areas and beds are kept free of weeds and undesirable plant growth and that the plants are maintained so that they are healthy, vigorous, and undamaged at the time of acceptance. Plants shall be maintained as specified above for a period of 90 days from substantial completion.

Basis of Payment

The work includes all labor, material, and equipment required to install Sabal Palmetto trees. The work specified in this Section will be paid for at the contract unit price per Each

(EA).

Pay Item No. SA-50 Landscaping, Sabal Palmetto, 8’-10’ height – per Each (EA)

SA-51 LANDSCAPING, SHELL

The work specified under this Section includes all labor, material, and equipment required to install Landscaping Shell in accordance with specifications and locations as noted on the work order plans. Landscape Shell shall be white seashells, washed, crushed, small and mostly whole pieces up to a half inch in size.

Landscape Shell shall be of high quality to allow percolation. Water must gradually filter through the voids. An impervious liner between the soil and shell is prohibited. Shell shall not be placed higher than the adjacent curb, driveway, or sidewalk.

Shell be installed at a depth of 6- inches thick.

Pay Item No. SA-51, Landscaping, Shell, 6-inch Thick – per Square Yard (SY)

SA-52 LANDSCAPING, WEED BARRIER FABRIC

The work specified under this Section shall consist of the furnishing and installation of Weed Barrier Fabric in conformity with the Plans and as directed by the Engineer.

The work specified shall consist of all labor, equipment, services and materials necessary to install the Weed Barrier Fabric.

The Contractor shall verify with the Engineer before ordering Weed Barrier Fabric.

Weed Barrier Fabric:

PHEWNYZO, DRIVEWAY FABRIC COMMERCIAL WEED BARRIER 13x115 FT HEAVY

DUTY 5OZ FRENCH DRAIN FABRIC FOR EROSION CONTROL LANDSCAPING, OR

APPROVED EQUAL

For installation, following general guidelines based on its intended uses:

1. Site Preparation: Clear the area of existing weeds, debris, and level the ground as needed for the area designated on the plans.

2. Laying the Fabric: Unroll the fabric over the prepared area. If covering a large area requiring multiple pieces, ensure an adequate overlap (typically 6-12 inches) to prevent weeds from growing through the seams.

3. Securing: Secure the fabric in place using landscape staples or pins, especially along edges and overlaps. For applications, immediately cover the fabric with the intended material such as landscape shell to hold it down and protect it from UV exposure.

The work specified under this Section shall be paid per square feet (SF) for WEED BARRIER FABRIC, including all work and materials described/specified herein, satisfactorily completed and accepted.

Pay Item No. SA-52, WEED BARRIER FABRIC – per Square Feet (SF)

SA-53 LANDSCAPING, 36” DIA. LANDSCAPE BOULDER

The work specified under this Section shall consist of the furnishing and installation of Landscape Boulder in conformity with the Plans and as directed by the Engineer.

The work specified shall consist of all labor, equipment, services and materials necessary to install the Landscape Boulder.

The Contractor shall verify with the Engineer before ordering Landscape Boulder.

Boulder material shall be natural, uncut limestone with irregular shapes and textures characteristic of quarried limestone. Boulder material shall be sound, durable, and suitable for exterior use under Central Florida environmental conditions. Stone shall be free of excessive fractures, weak seams, shale, clay pockets, or other defects that may adversely affect durability or performance.

Boulder shall be 36 inches in diameter, unless otherwise approved by the Engineer.

The work specified under this Section shall be paid per each (EA) for 36” DIA.

LANDSCAPE BOULDER, including all labor, equipment, services and materials described/specified herein, satisfactorily completed and accepted.

Pay Item No. SA-53 Landscaping, 36” DIA. LANDSCAPE BOULDER – per Each (EA)