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READ AND REMOVE THIS PAGE BEFORE PLACING
THE SPECIFICATION SECTION IN THE CONTRACT

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DIVISION 2:  SITE CONSTRUCTION

SECTION 02870 ‑ SITE FURNISHINGS

USE:	Furnishing and installing bicycle racks, planters, site benches, litter receptacles, ash receptacles, planters, bollards, tree grates, outdoor fireplaces, and bicycle racks as indicated on the drawings.

This section does not specify flagpoles (10350), bleachers (13120), auditorium seating (12600), playground equipment (02882), or shelters (02875).

NOTES TO SPECIFIER:

A.	Options within paragraphs are identified by enclosure in brackets; blank spaces enclosed by brackets [    ] provide for information to be inserted, as appropriate to individual projects.  

B.	TO AVOID CONFLICTING REQUIREMENTS AND COSTLY MISTAKES, the specifier must edit (delete, substitute or add to the text).  The remaining paragraphs must be renumbered.

C.	DELETE FOR FINAL COPY:  Notes to the Specifier, located between lines of asterisks; all [brackets], underlining, boldface, and italics within the paragraphs; and this page (Open Reveal Codes [alt F3] to do this accurately).

D.	To Edit (Footer B): (Corel 8).  ENTIRE FOOTER SHOULD BE BOLDED.  Click in the footer and delete the “Project Name (ftr B)” text and replace with name the Name of the Project (upper/lower case).  Replace date with current MM/YY (WITHOUT BRACKETS).

E.	The Guide Specifications are intended to be continuously reviewed and revised.  User’s technical comments are appreciated.  Also, other related or similar specifications that are written from scratch” that could benefit others, or other questions can be sent to the NSTC A/E Group, ST-110, or call (303) 987-6851.

F.	DESIGN NOTES:

1.	DRAWING DATA REQUIRED:  

A.	Location and configuration of site furnishings.

2.	Sizes and dimensions.

3.	Connection details, special fastenings, attachments or anchoring.

REVISIONS OF THIS SECTION:
CSI format, editorial changes: 12/99
Metric: 11/99
Technical Update: 12/99

SECTION 02870

SITE FURNISHINGS

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EDIT AS NECESSARY TO REFLECT SPECIFIC PROJECT.
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PART 1:  GENERAL

1.1	SUMMARY

A.	Description:  Furnishing and installing picnic tables, site benches, litter receptacles, ash receptacles, planters, bollards, tree grates, and bicycle racks as indicated on the drawings.

B.	Related Sections:

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List Sections where items of work that might logically be furnished and installed under this section but are specified in another section.  This article is rarely required.
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1.2	PERFORMANCE REQUIREMENTS

A.	abSite Furnishings:  Shall not deteriorate, crack, or sag in weather conditions or temperatures known to be common for the project site.

1.3	SUBMITTALS

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SELECT ONE OF THE FOLLOWING.
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A.	General:  Submittals shall be according to [Section 01009 - General Information and Requirements.]  [Section 01330 - Submittal Procedures.]

B.	abManufacturer's Literature:  Submit [three] copies of the manufacturer's descriptive data and assembly instructions for each of the following site furnishings to be used on this project:
1.	abBenches or Seating accommodations.
2.	Bicycle Racks
3.	Bollards
4.	Planters
5.	Tables
6.	Waste [and Ash] Receptacles
7.	Tree Grates
8.	Outdoor Fireplaces
C.	Samples:  Submit [three] of the manufacturer's standard color charts for color selection.

D.	Fabrication Drawings:  Submit [three] copies drawings for the fabrication of the following items that are to be built or created on site:
1.	Seating
2.	Tables
3.	Planters
4.	Waste [and Ash] Receptacles
5.	[_______]

E.	Installation Drawings:  Submit [three] copies of drawings for the installation of the following (premanufactured) items to be used on this project:
1.	Benches or Seating Accommodations
2.	Tables
3.	Planters
4.	Bicycle Racks
5.	Tree Grates
6.	Bollards
7.	Waste [and Ash] Receptacles
8.	Outdoor Fireplaces

1.4.	QUALITY ASSURANCE

A.	Qualifications: Provide evidence that welders have passed AWS qualification tests.

1.5	DELIVERY AND STORAGE

A.	Delivery:  Deliver site furnishings to site in original factory wrappings and containers, clearly labeled.

B.	Storage:  Store site furnishings in original undamaged, packages and containers, inside well-ventilated area, protected from weather.  Follow warning labels and recommendations from manufacturer.

1.6	PROJECT CONDITIONS

A.	Environmental Conditions:

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State any physical or environmental limitations.  Such conditions might include temperature, weather, humidity, ventilation, and illumination required for proper installation or application.
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B.	Existing Conditions:

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List unusual existing conditions not shown.  This article is also used for referencing soils reports.
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1.7	SEQUENCING

A.	Coordination:  Coordinate paving operations with setting of site furnishing pedestal anchors.

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Describe special requirements specified in other sections that must be accomplished in conjunction with this section.
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1.8	WARRANTY

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State warranty requirements only if the one year warranty in the general provisions is not adequate.
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PART 2:  PRODUCTS

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BELOW ARE SAMPLES ONLY--EDIT FOR EACH PROJECT.
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2.1	MANUFACTURED UNITS

A.	Bicycle Rack:  Continuous "U" loops.
1.	Construction:  A single [2-3/8 inch diameter] ASTM schedule 40 steel pipe.
2.	Height:  36 inch minimum.
3.	Mounting:  Permanent, flush.
4.	Finish:  [Brown] [Red] [    ] powdercoat [polyurethane].
5.	Capacity:  6 bicycles minimum.

B.	Benches:  Backless [With backrest], armless [with armrests].
1.	Construction:  [Recycled plastic] [Wood] [Horizontal] [Vertical] [Metal slats] [Welded wire] [Perforated steel] [Steel bar] [Reinforced fiberglass benches molded with multiple laminations of glass fiber impregnated with polyester isophthalic thermosetting resins, minimum thickness of 1/4-inch (6 mm) with 0.30‑0.38 mm (12‑15 mil) thickness color impregnated polyester gel coat] mounted on [ASTM Schedule 40 Steel] [Cast iron] framework in a [circular arc] [right angle] ["S" curve] [back-to-back] [straight line] configuration.
2.	Nominal Outside Dimension:  [    ].
3.	Mounting:  [Embedded flush] [Surface] [pedestal] [Wall] [Movable].
4.	Finish:  [Brown] [Gray] [powdercoat] [polyurethane] [recycled plastic].
5.	Capacity:  Seat [3] [4] [6] each.

C.	Seats:  Backless [With backrests], armless [with armrests] in same construction, design, materials, mounting, and finish as tables.
1.	Capacity:  Seat one each.

D.	Tables:  Wheelchair accessible having [round] [square] [rectangle] surface.
1.	Construction:  [Recycled plastic] [Wood] [Horizontal] [Vertical] [Metal slats] [Welded wire] [Perforated steel] [Reinforced fiberglass table tops molded with multiple laminations of glass fiber impregnated with polyester isophthalic thermosetting resins, minimum thickness of 1/4-inch (6 mm) with 0.30‑0.38 mm (12‑15 mil) thickness color impregnated polyester gel coat.
2.	Nominal Outside Dimension:  [      ].
3.	Framework: [ASTM Schedule 40 Steel] [Cast iron].
4.	Mounting:   [Embedded pedestal] [Surface] [Wall] [Movable].
5.	Color or Finish:  [Brown] [Gray] [powdercoat] [polyurethane] [recycled plastic].

E.	Litter Receptacles:  [Flat] [Dome] [Hamper] [Top] [Side] opening, [with ash receptacle in top center].
1.	Construction:  [Recycled plastic] [Wood] [Horizontal] [Vertical] [Metal slats] [Welded wire] [Perforated steel] [Steel bar] [fiberglass] mounted on [ASTM Schedule 40 Steel] [Cast iron] framework.
2.	Nominal Outside Dimension:  [     ].
3.	Mounting:  [Embedded pedestal] [Surface] [Wall] [Movable].
4.	Finish:  [Brown] [Gray] [powdercoat] [polyurethane] [recycled plastic] [brushed].

F.	Ash Receptacles:
1.	Construction:  [Recycled plastic] [Wood] [Horizontal] [Vertical] [Metal slats] [Welded wire] [Perforated steel] [Steel bar] [fiberglass] mounted on [ASTM Schedule 40 Steel] [Cast iron] framework.
2.	Nominal Outside Dimension:  [     ].
3.	Mounting:  [Embedded pedestal] [Surface] [Wall] [Movable].
4.	Finish:  [Brown] [Gray] [powdercoat] [polyurethane] [recycled plastic].

G.	Planters:
1.	Construction:  [Recycled plastic] [Wood] [Horizontal] [Vertical] [Metal slats] [Welded wire] [Perforated steel] [Steel bar] [fiberglass] [precast concrete] mounted on [ASTM Schedule 40 Steel] [Cast iron] framework [in a [circular arc] [right angle] ["S" curve] [back-to-back] [straight line] configuration with [attached] benches].
2.	Nominal Outside Dimension:  [     ].
3.	Mounting:  [Embedded flush] [Surface] [pedestal] [Wall] [Movable].
4.	Finish:  [Brown] [Gray] [powdercoat] [polyurethane] [recycled plastic].

H.	Bollards:  [Steel] [Aluminum] [Stone] [Timber]
1.	With low level lighting as specified in section 16[____]. 

I.	Tree Grates:  Provide [punched steel] [stainless steel] tree grates in [round] [square] model of sizes indicated on the drawings.  Furnish complete with angle steel frames with finish to match tree grates.

J.	Precast Concrete/Cast Stone Benches:  Provide reinforced precast concrete benches consisting of a mixture of cement, aggregates and mineral colors suitable for exterior use, located as shown on the drawings.  Benches to sustain a live load of not less than 10 kPa (200 pounds per square foot). 
1.	Admixture:  ASTM C 260 for air‑entraining.
2.	Portland cement:  ASTM C 150 Type I II or III.
3.	Aggregate:  ASTM C 33, maximum size 3/4-inch (19 mm).
4.	Reinforcing steel:  ASTM A 615[M].
5.	Galvanized wire mesh:  ASTM A 185.
6.	Integral color:  ASTM C 979, pure mineral oxide, limeproof and non‑fading.

K.	Glass Fiber Reinforced Concrete (GFRC) Benches:  Provide glass fiber reinforced concrete (GFRC) benches at locations as indicated on the drawings. Comply with PCI MNL‑128 recommended practice for glass fiber reinforced concrete, including Appendix G, Polymer Modified Glass Fiber Reinforced Concrete Panels.  Precast benches to sustain a live load of not less than 10 kPa (200 pounds per square foot).  
1.	Cement:  Provide ASTM C 150 cement, use only one brand and type of cement throughout project.
2.	Provide alkali resistant (AR) glass fibers produced specifically for use in glass fiber reinforced concrete, minimum three percent glass fiber content.
3.	Provide clear silica sand aggregate passing 1.18 mm (No. 16) sieve; washed, dried and free from deleterious materials.
4.	Provide manufacturer's standard acrylic thermoplastic copolymer admixture.
6.	Provide factory finished units with the manufacturer’s standard texture and color as selected.
a.	Provide white or grey cement consistent with final finish.
b.	Provide ASTM C 33 (less gradation) facing aggregates, clean, hard, durable, inert and free of staining and deleterious materials; as required to match approved samples.
c.	Provide color meeting  ASTM C 979, pure, non‑fading mineral oxides, maximum ten percent cement weight; as required to match approved samples without impairing strength of GFRC.

L.	Precast Concrete Bollards:  Provide reinforced concrete bollards ([12] [18] inch) [300] [450] mm [square] [round], height as indicated, suitable for ground mount installation.  Provide exposed aggregate or sandblast finish as indicated with manufacturer's standard clear acrylic sealer.
1.	Portland cement:  ASTM C 150 Type I II or III.
2.	Aggregate:  ASTM C 33, maximum size 3/4-inch (19 mm).
3.	Reinforcing steel:  ASTM A 615[M].
4.	Integral color:  ASTM C 979, pure mineral oxide, limeproof and non‑fading.
5.	Admixture:  ASTM C 260 for air‑entraining.

M.	Precast Concrete/Cast Stone Planters:  Provide reinforced precast concrete planters [waste receptacles] [ash receptacles] consisting of a mixture of cement, aggregates, and mineral colors suitable for exterior use as located on the drawings. Provide manufacturer's standard exposed aggregate or sandblast finish with clear acrylic coating as selected.
1.	Portland Cement:  ASTM C 150, gray, Type I.
2.	Aggregate:  ASTM C 33, 2.36 mm (No. 8) crushed limestone and sand.
3.	Galvanized Steel Mesh:  ASTM A 185.
4.	Integral Color:  ASTM C 979, pure mineral oxide, limeproof and non‑fading.
5.	Admixture:  ASTM C 260 for air‑entraining.

N.	Glass Fiber Reinforced Concrete (GFRC) Precast Planters:  Provide glass fiber reinforced concrete (GFRC) precast planters [waste receptacles] [ash receptacles] at locations indicated on the drawings.
1.	Provide manufacturer's standard shell thickness of 3/8 to 5/8 inch (9 to 16 mm).
2.	Cement:  ASTM C 150, use only one brand and type of cement throughout.
3.	Glass Fibers:  Alkali resistant (AR) glass fibers produced specifically for use in glass fiber reinforced concrete. Glass content of GFRC unit to be a minimum of three percent.
4.	Aggregates:  Clear silica sand passing No.16 (1.18 mm) sieve; washed, dried, and free from deleterious materials; provide type with successful history of use in GFRC and as standard with the manufacturer.
5.	Polymer Admixture:  Manufacturer's standard acrylic thermoplastic copolymer
6.	Finishes:  Provide factory finished units with manufacturer's standard texture or sandblasted finish as selected.
a.	Cement:  White or grey as consistent with final finish.
b.	Facing Aggregates:  ASTM C 33 (less gradation), clean, hard, durable, inert, and free of staining and deleterious materials; as required to match approved samples.
c.	Color:  ASTM C 979, pure, non‑fading mineral oxides which do not impair strength of GFRC; designed and mixed to provide color matching approved samples; maximum 10 percent cement weight.

O.	Precast Concrete Tables:  Provide reinforced precast concrete tables with smooth tops; consisting of a mixture of cement, aggregates, and mineral colors suitable for exterior use  as located on the drawings.  Provide manufacturer's standard exposed aggregate or sandblast finish with clear acrylic coating.
1.	Portland cement:  ASTM C 150, gray, Type I.
2.	Aggregate:  ASTM C 33, washed No. 8 (2.36 mm) limestone and sand.
3.	Galvanized wire mesh: 14 gage (1.9 mm), 50 by 2 by 2 inch (50 mm). 
4.	Welded wire fabric:  ASTM A 185.
5.	Reinforcing steel:  ASTM A 615[M].
6.	Integral color:  ASTM C 979, pure mineral oxide, limeproof and non‑fading.
7.	Admixture:  ASTM C 260 for air‑entraining.

P.	Tree Grates:  Provide [punched steel] [stainless steel] tree grates in [round] [square] model of sizes indicated on the drawings.  Furnish complete with angle steel frames with finish to match tree grates.]

2.3	CUSTOM MATERIALS

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This section may be used for either on-site fabrication or custom design manufactured materials.  Select applicable materials as they may apply based on reliability and cost.  Delete non‑applicable items.
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A.	Structural Carbon Steel:  ASTM A 36/A 36M.

B.	Structural Tubing:  ASTM A 500.

C.	Steel Pipe:  ASTM A 53, Type E or S, Grade B.

D.	Fittings for Steel Pipe:  Standard malleable iron fittings ASTM A 47[M].

E.	Castings:  
1.	Gray cast iron:  ASTM A 48[M], Class 40.
2.	Cast aluminum:  ASTM B 26[M] or ASTM B 108.

F.	Plastic:  ASTM D 4802, Type UVA.

G.	Hardware:  ASTM A 307.  Where exposed, shall be of the same material, color, and finish as the metal to which applied.
1.	Threaded Inserts/Expansion Anchors:  Provide inserts recessed not less than 2.5 inches (65 mm) into concrete or masonry.  Pullout 198 pounds (90 kg) in concrete of 20 MPa (3,000 psi), as tested, ASTM E 488.  Provide embedment required by manufacturer.
2.	Lag Screws and Bolts:  ANSI B18.2.1, type and grade best suited for the purpose.
3.	Toggle Bolts:  ANSI B18.2.1.
4.	Bolts, Nuts, Studs and Rivets:  ASME/ANSI B18.2.2 and ASTM A 687 or ASTM A 307.
5.	Powder Driven Fasteners:  Follow safety provisions of ANSI A10.3.
6.	Screws:  ANSI B18.2.1, ANSI B18.6.2, and ANSI B18.6.3.
7.	Washers:  Provide plain washers to conform to ANSI B18.22.1.  Provide beveled washers for American Standard beams and channels, square or rectangular, tapered in thickness, and smooth.  Provide lock washers to conform to ANSI B18.21.1.
8.	Aluminum Alloy Products:  Conform to ASTM B 209[M] for sheet plate, ASTM B 221[M] for extrusions and ASTM B 26[M] ASTM B 108 for castings, as applicable.  Provide aluminum extrusions at least 1/8-inch (3 mm) thick and aluminum plate or sheet at least 0.050-inch (1.3 mm ) thick.
9.	Nonferrous Metal Surfaces:  Protect by plating, anodic, or organic coatings.

H.	Concrete:  ASTM C 94, using 3/4-inch (19 mm) maximum size aggregate, and having minimum compressive strength of 20 MPa (3000 psi) at 28 days.  [Provide as specified in Section 03306, Minor Concrete.]
1.	Welded Wire Fabric Reinforcement:  ASTM A 185.
2.	Reinforcing Steel:  ASTM A 615[M].

I.	Plastic Glazing:  
1.	Extruded Acrylic Sheet:  ASTM D 4802 [Type I, regular] [Type II, heat resistant] 1/4-inch (6 mm), [clear] [____] in color.
2.	Cast Acrylic Sheet:  FS L‑P‑391, Item A, [Type I, Heat resistant and ultraviolet light absorbing] [Type II, heat resistant], 1/4-inch (6 mm) thick, [clear] [bronze] in color.

J.	Lumber:  Lumber grades shall meet manufacturers standards of the grading rules under which they are manufactured. Where no standards exist the following shall be the minimum acceptable grades for species used. 
1.	WWPA WLGR grading rules, [Douglas Fir] [Western Cedars],[Choice & Btr,] [Select or A & Btr.] per special western red cedar rules.
2.	WCLIB 17 standard grading rules, [Douglas Fir] [Western Cedars], A & Btr.
3.	SPIB SPIBGR grading rules, Southern Pine, C & Btr.
4.	SCMA GSC standard specification, Cypress, C‑Select.
5.	RIS GCRL standard specifications, Redwood, [Clear] [Clear All Heart].
6.	Moisture Content of Wood Products:  Air‑dry or kiln‑dry lumber. Kiln‑dry treated lumber after treatment.  Maximum moisture content of wood products at time of delivery shall be as per manufacturers standard. If no manufacturer's standard exists, then moisture content shall be based on requirements for the product, grade and intended use.
7.	Preservative Treatment of Wood Products:  AWPA C1 and AWPA C9, as applicable, and inspected in accordance with AWPA M2.

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The content of volatile organic compounds (voc), and marking, shall be in compliance with air quality regulations for the type of application and jurisdiction where used.
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K.	Pretreatment, Priming and Painting:  Use manufacturers standard treatment when painting and finishing is required.  Apply pretreatment, primer, and paint in accordance with manufacturer's printed instructions.  [On surfaces concealed in the finished construction or not accessible for finish painting, apply an additional prime coat to a minimum dry film thickness of 0.03 mm (1.0 mil).  Tint additional prime coat with a small amount of tinting pigment.]

2.4	QUALITY CONTROL

A.	Fabrication Tolerances:  Prefabricate benches within following maximum fabrication tolerances:
1.	Dimension:  Plus or minus 1/8-inch (3 mm) in any direction, noncumulative.
2.	Material Thickness:  Plus 1/4-inch (6 mm) and minus 0‑inch.
3.	Total Unit Thickness:  Plus 1/4-inch (6 mm) and minus 1/8-inch (3 mm).
4.	Insert Locations:  Plus or minus 1/4-inch (6 mm).

2.5	GOVERNMENT-FURNISHED ITEMS

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Include a brief description of government-furnished items installed in this section or refer to Section 01019 - Government Furnished Property.
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PART 3:  EXECUTION

3.1	INSTALLATION

A.	Manufactured Units:  Assemble and mount site furnishings according to manufacturer's written instructions at the locations shown on the installation drawings and within specified tolerances.

B.	Anchorage, fastenings, and Connections:  Provide anchorage where necessary for fastening furniture or furnishings securely in place. Include for anchorage not otherwise specified or indicated slotted inserts, expansion shields, and powder‑driven fasteners, when approved for concrete; toggle bolts and through bolts for masonry; machine and carriage bolts for steel; through bolts, lag bolts, and screws for wood.  Do not use wood plugs in any material.  Provide non‑ferrous attachments for non‑ferrous metal.  Make exposed fastenings of compatible materials, generally matching in color and finish, to which fastenings are applied.  Conceal fastenings where practicable.

C.	Welding:  Perform welding, welding inspection, and corrective welding, in accordance with AWS D1.1.  Use continuous welds on all exposed connections.  Grind visible welds smooth in the finished installation.

D.	Finishes of Dissimilar Materials:  Where dissimilar metals are in contact, protect surfaces with a coat conforming to FS TT‑P‑664 to prevent galvanic or corrosive action.  Where aluminum is in contact with concrete, mortar, masonry, wood, or absorptive materials subject to wetting, protect with ASTM D 1187, asphalt‑base emulsion.

E.	Bollards:  Install in pipe sleeves embedded in concrete and filled with non‑shrink grout or quick setting anchoring cement.

PART 4:  MEASUREMENT AND PAYMENT

4.1	METHOD OF MEASUREMENT

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WHEN A "LUMP SUM" CONTRACT IS USED, DELETE THE TITLE PART 4:  MEASUREMENT AND PAYMENT, AND BOTH ARTICLES FROM THIS SECTION.  MEASUREMENT AND PAYMENT WILL BE ADDRESSED IN PART 4 OF SECTION 01009 -GENERAL INFORMATION AND REQUIREMENTS OR SECTION 01010 - SUMMARY OF WORK.

WHEN NOT A "LUMP SUM" CONTRACT, SELECT APPLICABLE PHRASES; USE THE "NO MEASUREMENT" PHRASE IF NONE OF THE PAY ITEMS IN THIS SECTION ARE INCLUDED IN THE BID SCHEDULE.
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A.	Units:  The work described in this section will [not be measured for payment.]  [be measured and paid for] [on a lump sum basis.]  [by each table installed.]

4.2	BASIS OF PAYMENT

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WHEN NOT A "LUMP SUM" CONTRACT, SELECT APPLICABLE PHRASES; USE THE "NO DIRECT PAYMENT" PHRASE IF NONE OF THE PAY ITEMS IN THIS SECTION ARE INCLUDED IN THE BID SCHEDULE.

WHEN NOT A "LUMP SUM" CONTRACT AND PAYMENT IS TO BE MADE UNDER THIS SECTION, SELECT APPLICABLE PAY ITEMS.  DO NOT CHANGE PAY ITEM NUMBER.  WHEN GOVERNMENT-FURNISHED PROPERTY IS SPECIFIED FOR PAY ITEMS, THE LETTER SUFFIX GF WILL BE ADDED AFTER THE PARENTHESIS OF THE ITEM NUMBER.
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A.	Payment:  [No direct payment for the work described under this section will be made.  Consideration for this item shall be included in the bid price for other items of the Contract.]  [Prices and payment will be full compensation for the work described in this section.  Payment will be made under:]

		Pay Item		Pay Unit

02870(01)	Site Furnishings	Lump Sum
02870(02)	Bicycle Racks	Lump Sum
02870(03)	Bicycle Rack	Each
02870(04)	Benches	Lump Sum
02870(05)	Bench	Each
02870(06)	Seats	Lump Sum
02870(07)	Seat	Each
02870(08)	Tables	Lump Sum
02870(09)	Table	Each
02870(10)	Litter Receptacles	Lump Sum
02870(11)	Litter Receptacle	Each
02870(12)	Ash Receptacles	Lump Sum
02870(13)	Ash Receptacle	Each
02870(14)	Pedestal Grills	Lump Sum
02870(15)	Pedestal Grill	Each
02870(16)	Fire Rings	Lump Sum
02870(17)	Fire Rings	Each
02870(18)	Planters	Lump Sum
02870(19)	Planter	Each
02870(20)	Bollards	Lump Sum
02870(21)	Bollards	Each
02870(22)	Tree Grates	Lump Sum
02870(23)	Tree Grates	Each

END OF SECTION

SITE FURNISHINGS
Project Name (ftr B)	[9/99]
02870 -