\* \* \* \* \* \* \* \* \* \*

READ AND **REMOVE THIS PAGE** BEFORE PLACING

THE SPECIFICATION SECTION IN THE CONTRACT

\* \* \* \* \* \* \* \* \* \*

[DIVISION 2: SITE CONSTRUCTION]{.underline}

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 \[[ ]{.underline}\] 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]{.underline}, **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**

**\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*
**

**EDIT AS NECESSARY TO REFLECT SPECIFIC PROJECT.**

**\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\***

**[PART 1: GENERAL]{.underline}**

**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:**

**\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\***

**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.**

**\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\***

**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**

**\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*
**

**SELECT ONE OF THE FOLLOWING.**

**\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\***

**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:**

**\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\***

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

**\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\***

**B. Existing Conditions:**

**\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\***

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

**\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\***

**1.7 SEQUENCING**

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

**\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\***

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

**\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\***

**1.8 WARRANTY**

**\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\***

**State warranty requirements only if the one year warranty in the
general provisions is not adequate.**

**\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\***

**[PART 2: PRODUCTS]{.underline}**

**\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\***

**BELOW ARE SAMPLES ONLY\--EDIT FOR EACH PROJECT.**

**\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\***

**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: \[Brown\] \[Red\] \[[ ]{.underline}\] 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: \[[ ]{.underline}\].**

**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: \[[ ]{.underline}\].**

**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: \[[ ]{.underline}\].**

**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: \[[ ]{.underline}\].**

**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: \[[ ]{.underline}\].**

**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**

**\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\***

**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.**

**\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\***

**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.**

**\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\***

**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.**

**\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\***

**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**

**\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\***

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

**\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\***

**[PART 3: EXECUTION]{.underline}**

**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]{.underline}**

**4.1 METHOD OF MEASUREMENT**

**\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\***

**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.**

**\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\***

**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**

**\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\***

**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.**

**\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\*\***

**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]{.underline} [Pay Unit]{.underline}**

**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**