NOTE This standard covers exterior site furnishings and bollards for commercial, institutional, civic, and multi-family residential projects. (1.1)

NOTE Site furnishings under this standard include benches, picnic tables, waste and recycling receptacles, bike racks, planters, and drinking fountains placed in plazas, parks, streetscapes, courtyards, transit areas, and campus sites. Bollards under this standard include decorative/architectural bollards with no crash rating, low-speed pedestrian and storefront-protection bollards rated to ASTM F3016, and high-security vehicle-barrier bollards rated to ASTM F2656. The standard addresses materials, surface finishes, anchorage systems, spacing layout, and accessible clearances for both new construction and renovation site packages. (1.2)

NOTE The three bollard classes are functionally distinct and are not interchangeable. (1.3)

NOTE A bollard's class is set by the function it serves, and the three classes carry very different cost, foundation, and engineering consequences: (1.4)

NOTE Selecting a bollard class drives foundation depth, steel schedule, and cost, and must precede product selection. (1.5)

NOTE The class decision determines embedment depth, pipe schedule, footing reinforcement, and price; it cannot be reversed cheaply once paving is poured. A decorative bollard cannot be field-upgraded to a crash rating, and a crash-rated footing is a structural element that must be coordinated before sitework begins. (1.6)

NOTE High-security crash ratings require an upstream threat assessment that the Engineer of Record should not perform alone. (1.7)

NOTE ASTM F2656 M-ratings and P-classes encode a defined threat vehicle weight and approach speed. Selecting a rating presupposes a defined threat, which is the output of a security or blast/impact engineer's vehicle-threat assessment, not a default the design team should choose by intuition. Where this standard's drawings call for an F2656-rated bollard, the required M-rating and P-class shall originate from that assessment. (1.8)

NOTE Rated bollards shall be substantiated by full-scale crash testing, not by analysis alone. (4.1)

NOTE A crash rating is a tested outcome. ASTM F2656 and ASTM F3016 ratings are earned by destructive full-scale tests of a specific product configuration; an engineering opinion that a bollard "should" resist a vehicle is not equivalent to a tested rating and shall not be accepted in its place. (4.2)

NOTE Vehicle-barrier bollards must satisfy the building official as engineered barriers, not as decorative elements. (4.3)

NOTE IBC Section 1607.7.3 treats a vehicle barrier as a structural element with a defined impact load and requires that the barrier engage the vehicle with at least two bollards. A decorative bollard placed where a code-required barrier is needed will not satisfy the building official without load calculations, and substituting one for the other is a common and costly review failure. (4.4)

NOTE Material selection trades impact resistance, corrosion performance, and appearance. (5.1)

NOTE No single material is correct for every furnishing or bollard. Steel offers the highest impact resistance and is the basis for all crash-rated products; cast iron and concrete give mass and a traditional profile; aluminum and recycled plastic resist corrosion and reduce maintenance; wood adds warmth but demands species and treatment discipline. The selection should weigh the service environment, the required function, and the maintenance commitment together. (5.2)

NOTE Untreated or unspecified wood fails rapidly outdoors and creates procurement risk. (5.8)

NOTE Outdoor wood that is not selected for durability checks, splits, and rots within a few seasons, and tropical hardwoods without chain-of-custody documentation create sustainability and procurement conflicts that surface late in construction. Specifying species, treatment, and certification up front avoids both failures. (5.9)

NOTE Raw steel powder coat fails early at humid and coastal sites. (6.1)

NOTE Powder coat applied directly over bare steel has no sacrificial corrosion barrier; at coastal or high-humidity sites it undercuts and peels within three to five years. A zinc layer beneath the powder coat - either hot-dip galvanizing or a zinc-rich primer - is what gives the finish its service life, and the galvanized surface must be prepared to ASTM D7803 so the powder coat bonds. (6.2)

NOTE The color for each furnishing and bollard type is established on the drawings: finish/color schedule. (6.2.6)

NOTE Confusing the two crash standards wastes cost or fails to protect. (7.1)

NOTE ASTM F2656 and ASTM F3016 are not graded versions of one another - they test different vehicles at different speeds for different threats. F2656 is high-speed anti-ram for deliberate attack; F3016 is low-speed protection against accidental impact at storefronts and sidewalks. Specifying F2656 where F3016 suffices buys an unneeded structural footing; specifying F3016 where F2656 is required leaves a perimeter unprotected. (7.2)

NOTE A crash rating is incomplete without its penetration class. (7.3)

NOTE An ASTM F2656 rating has two parts: the M-rating (the vehicle weight and approach speed it stops) and the P-class (how far the vehicle penetrates past the barrier line). Calling for a "crash-rated" or "M50" bollard without the P-class is not a specification - it allows a barrier that stops the vehicle but lets it travel past the protected line, and it generates RFIs and non-conforming substitutions. (7.4)

NOTE The installation method follows from the site condition and the function. (8.1)

NOTE Bollards are anchored four ways, and each suits a different situation. Permanently embedded bollards (cast-in-place or sleeve-anchored) give the deepest, strongest fixity and are required for crash ratings. Surface-mounted bollards bolt to existing concrete and suit retrofits where a footing cannot be excavated. Removable bollards use a receiver sleeve for event access or loading. Retractable bollards drop below grade on demand; their drive systems are outside this standard's scope. (8.2)

NOTE Standard embedment depth is insufficient in cold climates. (8.4)

NOTE A typical 18 to 24 in embedment is adequate in mild climates but not in frost zones, where heave will lift and loosen a bollard set above the frost line. In colder regions the footing must extend below the local frost depth plus a bearing zone, which can substantially exceed the nominal embedment and must be confirmed against the local code before footings are sized. (8.5)

NOTE The base plate dimensions and anchor pattern are detailed on the drawings: base plate detail. (8.6.3)

NOTE Omitting the anchor pattern forces the contractor to default to the manufacturer's. (8.7)

NOTE When the drawings do not show a base plate and anchor-bolt pattern for a surface-mounted bollard, the contractor installs the manufacturer's standard pattern, which may not align with the structural reinforcement or the landscape architect's paving joints. Showing the pattern on the drawings keeps the bollard, the footing, and the paving in agreement. (8.8)

NOTE Receiver sleeves are not interchangeable between manufacturers. (8.10)

NOTE A removable bollard and its receiver sleeve are a matched pair; sleeves from different manufacturers differ in diameter, depth, and locking interface and will not accept another maker's bollard. Specifying the manufacturer or a common dimensional standard prevents a field mismatch that strands a bollard with no sleeve to seat in. (8.11)

NOTE Furnishing footprints conflict with utilities and fire access. (8.13)

NOTE Embedded bollard footings are 18 to 36 in deep, and crash-rated footings reach as much as 4 ft, deep enough to strike irrigation lines, conduit, and shallow utilities that a layout plan rarely shows at footing scale. Separately, waste receptacles and planters placed in a fire lane violate the access width the fire code requires. Both conflicts are cheap to avoid in layout and expensive to fix in the field. (8.14)

NOTE Furnishings cluster exactly where accessible routes are tightest. (9.1)

NOTE The ADA Standards require a minimum 36 in clear passage on an accessible route, and the places where benches, bike corrals, and bollard lines cluster - building entries, plazas, transit stops - are the same places where that clearance is most easily lost. Furnishings and bollards must be laid out so the accessible route stays clear, and 48 in is preferred wherever space allows. (9.2)

NOTE Receptacle liner and base details prevent standing water and service problems. (10.3)

NOTE A receptacle without a specified liner type and a draining base detail collects rainwater in its base and becomes a standing-water and odor problem; the open-bottom unit set directly on paving is the classic failure. Calling out the liner and a surface-mount or recessed base with drainage keeps the receptacle serviceable. (10.4)

NOTE Bike rack type and quantity may be governed outside the spec. (10.6)

NOTE The number of bike parking spaces and sometimes the rack type are frequently set by zoning or a local green-building or bicycle-plan ordinance, not by the specification alone. The APBP Bicycle Parking Guidelines, 2nd edition, is the widely used reference for selecting and locating rack types; it is a guideline document, not an ASTM or ANSI standard, and the governing ordinance controls where the two differ. (10.7)

NOTE The fountain location and connections are coordinated on the drawings: plumbing rough-in. (10.9.3)