HomeMy WebLinkAboutWaterfront Materials IndexMIAMI BAYWALK& PIVEPWALK
Waterfront Materials Index
ACKNOWLEDGEMENTS
City of Miami
444 SW 2nd Avenue
Miami, FL 33130
(305) 416-1400
Planning Department
Office of Capital Improvements
Department of Resilience and Public Works
Mayor, Francis X. Suarez
Commissioner, Alex Diaz de la Portilla, District
Commissioner, Ken Russell, District 2
Commissioner, Joe Carollo, District 3
Commissioner, Manolo Reyes, District 4
Commissioner, Jeffrey Watson, District 5
City Manager, Arthur Noriega
Miami Downtown Development Authority
200 S. Biscayne Blvd. I Suite 2929
Miami, FL 33131
(305) 379-6675
Miami River Commission
1407 NW 7th St d
Miami, FL 33125
(305) 644-0544
Savino Miller Design Studio (Lead Design Consultant)
12345 NE 6th Ave # A
North Miami, FL 33161
(305) 895-9082
RSM Design (Brand, Logo & Wayfinding)
160 Avenida Cabrillo
San Clemente, CA 92672
(949) 492-9479
Special Thanks To: Horacio Aguirre, Daniel Alzuri, Brett Bibeau, Cody Clark, Esteban Ferreiro,
Cesar Garcia -Pons, Jeremy Calleros Gauger, Robert Hill, Maria Hernandez, Christopher Hodgkins,
Barry Miller, Elizabeth Plater-Zyberk, Adriana Savino, Suzanne Schwartz, & Troy Simmons
Updated April, 2021
4 PPo-lFrT MAPS
6 MATERIALS
SIGNAGE & WAYFINDING
HARDSCAPE
18 LIGHTING
SITE FURNITURE
PLANTING
51- MATERIALS MATRIX
67 APPENDIX
40,vl N T E N T
S
Project Limits Map
NOTE: Waterfront Materials Index supplements the Waterfront Design Guidelines found in Appendix B of Miami 21.
Where and when this Index and the Guidelines apply is found in Waterfront Standards in Section 3.11 of Miami 21 which includes the map below.
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Miami Baywalk Brand & Logo
The brand draws inspiration from the nature and history of this unique waterfront. The prismatic
nature of Miami, essentially a composite of people, language, culture, all forming a dynamic and
colorful community bonded together by establishing roots into the earth, much like the Mangrove
colonizes and helps form new land. Mangrove, water, sky, ever -changing light, limestone, the diversity
of both culture, flora and fauna all contribute to the landscape.
The branding strategy and logo is an abstraction of the mangrove and a reflection of Miami's unique
multi -faceted diversity. The brand's colors are the colors of the sky and the sunrise and sunsets
reflected in the clouds and waters.
PRIMARY LOGO LOCK -UP
To be used on print, web & social media
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WATERFRONT MATERIALS INDEX
Signage & Wayfinding
Guidelines
The Miami Baywalk primary logo lock -up should be used in its original state whenever possible. For
any instance it can not, the following secondary logo lock -ups are approved for use. The icon was
designed for signage and can be used on its own to represent Miami Baywalk
SECONDARY LOGO LOCK -UP
To be used for signage and advertising
Font Standards
Miami Baywalk will utilize the geometric sans -serif typeface of Neutra
Display Bold for use in signage only. Since its release, the Neutra Display
font has been immensely popular for an extensive range of different
applications.
Trade Gothic Condensed No.20 is utilized for Pedestrian Street Signs
where a condensed font is needed to fit a large range of street names.
PRIMARY SIGNAGE FONT
NEUTRA DISPLAY BOLD
Font to be used on all signage for wayfinding or directional information
ABC DEFGNIJKLMNOPQPST UVWXYZ
A a abcdefgkijklmnopgrstuvwxyz
1234567890
SECONDARY SIGNAGE FONT
TRADE GOTHIC CONDENSED No.20
Font to be used on the District Orientation Map only.
ABC DEFGHIJKLMNOPQRSTUVWXYZ
A a abcdefghijklmnopgrstuvwxyz
1234567890
diMIAMIDDA
DOWNTOWN DEVELOPMENT AUTHORITY
WATERFRONT MATERIALS INDEX
Signage & Wayfinding
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Colors and Materials
Signage materials on the Miami Baywalk will be an elegant mix
of natural finishes and painted metals with internally illuminated
messaging and changeable directory/tenant graphics. Materials
should be consistent with architectural and hardscape finishes and
be resilient to weather and wind conditions.
PAINTS
All p—tsto ha e satin Fi—h -1—other,
i—� pecified All p—ted
—1`sare to be or aI,m—m.
MATERIALS All ma.rialsm be
P1
P2
P3
P4
M1
MP32071
MP05295
MP04761
Miami Baywalk
Frosted Acrylic
Wonder
Neutral Grey
Steel Wool
Branded
White
Gradient
DISTRICT COLORS
BRICKELL DISTRICT
PS
Pb
MP05041
MP12477
Roseate Spoonbill
Orchls Purple
DISTRICT COLORS
BRICKELL DISTRICT
P11
Brickell District
Gradient
IN
OMNI DISTRICT
P7
P8
MP00190
MP00205
Matchbox Car
Orange Ember
Orange
OMNI DISTRICT
P12
Omni District
Gradient
DOWNTOWN DISTRICT
P9
P10
MP12528
MP00142
Yellow Crownbeard
Golden Oldie
DOWNTOWN DISTRICT
8
Downtown District
Gradient
WATERFRONT MATERIALS INDEX
Signage & Wayfinding
Miami Baywalk District Flag Directional on Existing Pole (REQUIRED)
NOTES: Miami Baywalk directional signage on existing street poles
General Guidelines:
1. District Flag Directional Sign must be placed at both ingress
and egress of property location.
2. Property owner is allowed to inscribe name of their building on
the opposite side of one of the signs
3. Always locate at key decision points for pedestrian usage
4. Directional message should be flush with directional arrow
5. Directional message should appear as Upper case
6. Miami Baywalk logo mark to always be placed at base of
message blades
7. Color on returns to change per district
8. Always use Matthews clear coat for color fastners and
protection
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SCALE 11/1 = 1'
WATERFRONT MATERIALS INDEX
Signage & Wayfinding
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I1IMIAMIDDA 11
DOWNTOWN DE ELOPMENT AUTHORITY
Miami Baywalk District Flag Directional on Existing Pole (REQUIRED)
NOTES: Miami Baywalk directional signage on existing street poles
General Guidelines:
1. District Flag Directional Sign must be placed at both ingress
and egress of property location.
2. Property owner is allowed to inscribe name of their building on
the opposite side of one of the signs
3. Always locate at key decision points for pedestrian usage
4. Directional message should be flush with directional arrow
5. Directional message should appear as Upper case
6. Miami Baywalk logo mark to always be placed at base of
message blades
7. Color on returns to change per district
8. Always use Matthews clear coat for color fastners and
protection
A DETAIL VIEW
SCALE 11/1 = 1'
12
WATERFRONT MATERIALS INDEX
Signage & Wayfinding
OA DOWNTOWN Pi
3, SECOND LOCATION
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2 1/2" with painted return
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SCALE 3/4" = 1'
Miami Baywalk District Identity Sign (REQUIRED)
NOTES: Color coded district identity signs with perforated panel and
internal illumination.
General Guidelines:
1. District Identity Sign must be placed at midpoint of property.
2. If property owner desires to place more than one District Identity Sign
on their property, they are allowed.
3. Double -sided sign panel with district name
4. Miami Baywalk logo mark to always be placed at top of sign
5. Color on returns to change per district
6. Always use Matthews clear coat for color fastners and protection
&MIAMIDDA
DOWNTOWN DEVELOPMENT AUTHORITY
WATERFRONT MATERIALS INDEX
Signage & Wayfinding
Sub-gradefooting required Sub-gradefooting required Sub -grade
footing required
FRONTVIEW SIDEVIEW BACKVIEW
1 SCALE J III 1' 2 SCALE R/. 1' 3 SCALE 17 1'
13
IR
IR
WATERFRONT MATERIALS INDEX
Miami Riverwalk Signage (REQUIRED)
NOTE: Please refer to "Miami Greenway: Wayfinding and Environmental Graphics Specifications" in the Appendix or at
http://archive.miamigov.com/planning/docs/guidelines/Miami_River_Greenway_Signage_Design_Specifications_and_Guildelines.pdf
14
Signage & Wayfinding
PERIMETER
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HARDSCAPE
Paving & Hardscape Background & Intent
Today there are many paving and hardscape styles, patterns and materials along the
Miami Baywalk & Riverwalk. For paving, most properties show concrete pavers in
different colors and patterns. Consistent use of selected paving materials enriches the
pedestrian environment, improves its functional and aesthetic qualities, and furthers the
goal of unifying the Miami Baywalk & Riverwalk.
Paving materials should be compatible with the desired intent and function of the
space in which they are used. The family of paving materials, commonly used in marine
environments, should include concrete pavers, pervious pavers, stone pavers, with or
without aggregates, river rock and concrete.
Concrete pavers are recommended as the standard paving material that ties to existing
paver installations and provide a unified feel. Selecting pavers in neutral tones such as
"gray" and "sand" with natural aggregates, such as marble chips and seashells, is an
effective way to transition between properties and build the new sections of the Miami
Baywalk & Riverwalk. Concrete pavers are also highly functional because they are easy
to maintain and replace. It also provides a resilient alternative to poured concrete by
incorporating pervious paving infrastructure using concrete pavers.
Goals:
• Create a unified paving material both in the visual and tactile sense
• Reduce maintenance requirements with easy to maintain and replace paving materials
• Promote sustainability and resiliency with locally -sourced and manufactured paving
materials, as well as pavers that can be adapted to a permeable paving system
Paving Guidelines:
• Paving should have a low reflectance albedo (minimum 0.3 factor) to reduce glare
and heat absorption to decrease the heat-island effect.
• Permeable paving materials shall be used to reduce stormwater utility infrastructure
and promote the filtration and collection of stormwater.
• Concrete pavers shall be used to visually and tactilely unify the promenade together.
• Concrete paving materials shall incorporate recycled materials where practical (i.e.
glass aggregate, fly ash, or recycled aggregates) and/or shells, stones and other
natural marine aggregates.
• Concrete with salt finish or shell aggregate should be used in steps adjacent to the
water. A stainless steel anti -slip mesh shall be fixed to the upper "wet' concrete steps.
• For proposed walkways over water, wood decking or recycled plastic such as
reclaimed, thermal ly-modified/acetylized wood may be used.
16
WATERFRONT MATERIALS INDEX
Paving & Hardscape
yyMOW-',
Concrete pavers give the Miami Baywalk & Riverwalk a unified, but distinct character. They
are also easy to maintain and replace. LEFT: Miami Riverside Center heading to SW 1st Ave
Bridge. RIGHT: Bayfront Park heading to Bayside Marketplace.
Pavers (Mandatory, or approved equivalent)
• Select pavers in neutral tones such as "gray" and "sand" with natural aggregates, such as marble
chips and seashells
• Utilize mortared river rock as a detectable paver for the waterfront edge and around benches for
protection against skateboards.
• Paving shall be laid in a running bond pattern for pedestrian areas and herringbone in areas where
vehicular use is required for emergency access.
• Poured -in -place rubberized play surface and artificial turf shall be added in playground and fall
areas.
• Any proposed material to be incorporated should reflect the nature and character of the site as a
waterfront marine environment.
• All materials and colors shall be approved by the City of Miami Planning Department.
Maintenance:
• Quarterly weeding at paver joints
• Quarterly pressure cleaning
• If required, the sealing of pavers to minimize stains in high -intensity use zones (i.e. cafe areas), shall
be restricted to clear, penetrating, non -glare sealers
• All sealed pavers shall be re -sealed on an annual basis
Wood Guidelines:
Timber structures, typically, require a relatively high commitment to maintenance and repair, especially
in outdoor areas exposed to water, salt, wind and intense sun conditions. It is important that this is
budgeted for at the outset and considered within the design approach and selection of materials.
These maintenance regimes will require a combination of routine inspections and reactive repairs. For
these reasons the use of wood should be carefully considered. The use of naturally durable timber
such as reclaimed Greenheart wood (primarily from marine piles) is recommended for permanently
wet exposed environments. Other types of wood, such as thermally modified wood with less moisture
content, are recommended. Recycled reclaimed timber is also recommended as a source material.
Potential sources of reclaimed timbers include posts and beams from demolished warehouses, pilings
and beams from dismantled piers and planks.
• All timbers have a machined finish. The hardwood timber shall be left in its natural state.
• Fittings are made from stainless steel or aluminum.
• All wood shall be separated from stone and/or concrete base by a minimum of 4" to allow for air
circulation and on top of a metal flashing with a drip edge.
ihMIAMIDDA
DOWNTOWN DE EIOPMENT AUTHORITY
WATERFRONT MATERIALS INDEX
Paving & Hardscape
• Concrete Permeable Paver
• Concrete with marble chip or seashell aggregate
• Old Castle Paving, or approved equal
• 3" x 12" X 3 1/8 th" or 4" x 16" x 4" th or 12" x 6" x 3 1/8 th (for heavy vehicular use only)
• Exposed aggregate; spacers on all edges; light/natural gray, sand or buff color
• Cast -in -place decorative concrete paving
• White Portland Cement with exposed
seashell aggregate
• Light sandblast
• Limited use only
• Detectable paving band
• White/Brown River Rock
• V-Y pebble
• Set in thickset mortar bed
• Match existing
It is critical that the right species of wood is selected for each job. Selection of the appropriate material
is largely determined by the original materials and anticipated residual life of all components. It is
recommended to keep a stock of appropriately dimensioned timbers to allow for example, deck planks
or wood benches slats to be repaired with the minimum of delay.
Wood substitutes are acceptable if they meet the minimum standard of 95% pre -consumer and post -
consumer content. Kebony, Resysta, and Recycled Plastic Wood, are acceptable alternative materials.
Potential uses of wood or alternative materials on the Miami Baywalk & Riverwalk include: wood decking
on boardwalks or piers and for benches.
17
LIGHTING
Lighting Background & Intent
The light fixture design and colors are inspired by the sights, sounds and forms of Biscayne
Bay and Miami River. Much like the mangrove's arching roots, the light fixture is designed for
the bayfront arches over the walkway. Along the River, the light pole reflects the masts and
rigging of sailboats. To create a unifying element, each light is designed with a small accent
LED light - a thin linear strip on the bayfront and a small triangle on the riverfront - that
forms a nighttime "pink necklace" - symbolizing our sky's colors, the flamingo, and shrimp
- which can be seen by land, water and air. Additionally, the fixtures will be equipped with
technology that allows other colors to be projected at any time, to adapt to each season if
the City so desires.
The lighting for the Miami Baywalk & Riverwalk will transform the nighttime experience of
Miami's "front porch" from both the land and the sea. Lighting will make the waterfront
not only a world-renowned community amenity, but also an economic driver at night. This
amenity will be used late into the evening, therefore we must use light to define how people
will "see and be seen" in their surrounding environment. This approach considers layers of
light, vertical illumination, long distance visual cues, glare, visual acuity and contributions
from surrounding elements i.e., architectural aerial lighting, landscape features and signage.
Other important aspects of lighting are longevity, controllability, sustainability and
maintainability. The project endeavors to use a vocabulary of fixtures that are familiar with
the waterfront and can build on a family of fixtures that can enhance the branding. It is
proposed to use cutting edge long life LED technology that is highly efficient to maximize
lifetime operating costs. Smart wireless control techniques may be implemented to manage
light levels after hours when the path is less frequently used as well as monitor fixture
conditions by maintenance teams. The fixtures will be resilient to environmental conditions
and the realities of the waterfront elements such as salt, water and wind. Our goals are to
put the right light in the right place at the right time, to provide an energy effective, dynamic
solution that defines and celebrates the Miami waterfront for many years to come.
Lighting Goals:
• Create a visual necklace to connect the entire downtown waterfront
• Architectural integration with the iconic Miami waterfront and district identity
• Safety and security - good visual acuity
• Create hierarchy - pedestrian experience
• Optical control (full cut-off "dark sky" luminaries, glare reduction, and dimming levels)
• Maintainability, resilience and sustainability
• Energy efficiency with LED and solar fixtures
• Budget
• Dynamic qualities (eco-intelligence, dimming/motion activation): Wireless sensors to
optimize energy savings, minimize light trespass and enhance security.
I1IMIAMIDDA
DOWNTOWN DEVELOPMENT AUTHORITY
Baywalk curved lightpole
with colored LED strip
"Necklace" of light on the bayfront
WATERFRONT MATERIALS INDEX
Riverwalk "mast" lightpole
with colored LED cap
Lighting
19
Goals:
The goal for lighting at the Miami Baywalk &Riverwalk is to create a stimulating yet respectful connection
along this iconic public waterfront. One of the ways to activate the connective spine is to use multiple
layers of light:
• High Level Ambient Light - Typical Pathway Area Lights: Connection, consistent, rhythm/intervals.
• Mid Level Destination Light - Unifying Design Element: Color light band, mangrove trellis,
observation towers, shoreline steps, water features, artwork, illuminated signage, gaming areas.
• Low Level Wayfinding and Placemaking Light: Marker lighting to define paths, under bench lighting
and specimen tree lighting.
Criteria:
Based on existing Museum Park illumination criteria and recommended IESNA loth Ed. values for high
activity in lighting zone 3:
• Average maintained horizontal illuminance at ground level - 1fc
• Average maintained vertical illuminance - 0.3fc
• Average to minimum uniformity ratio - 5:1 or less
References:
• IESNA RP-33-14 Lighting for Exterior Environments
• IESNA G-1-03 Security, People, public Spaces
• IESNA Lighting Handbook 10th Edition
• Miami Dade Parks and Recreation
• FBC 6th Edition 2017
Basic control system:
• The controls shall meet the current edition of the Florida Building Code at time of construction
These guidelines are based off of the Florida Building Code 6th Edition 2017.
• Typical pathway lighting designated for dusk -to -dawn operation shall be controlled by an
astronomical time switch or. photosensor. All time switches shal I be capable of retaining programming
and the time setting during loss of power for a period of at least 10 hours.
• Solar powered paver lights shall be illuminated through the night based on amount of UV power
collected throughout the day.
ME
WATERFRONT MATERIALS INDEX
Lighting
• Any requirements for code related illumination including but not limited to egress, emergency and
exit lighting shall be shown on the Electrical Drawings.
Benefits of an adaptive wireless control system:
• Extends lamp life
• Adaptive dimming through motion sensors
• Reduces power consumption
• Reduces light trespass in residential neighborhoods
• System management and reporting
A traditional lighting control system requires line voltage power infrastructure continuously along the
path, which can be expensive and labor intensive. By taking advantage of advanced technologies, such
as Bluetooth Low Energy (BLE) enabled devices (i.e Casambi), within fixtures it is possible to create
a fully addressable wireless point to point mesh network without having to pull any additional control
wiring. Once control over fixtures is enabled, fixtures can be remotely turned on and off, dimmed,
change colors, grouped into zones and configured into scenes and animations, set on timeclocks with
weekly and yearly calendars and relay information back about the fixture life status all from the app
installed on a phone or tablet. One of the greatest sustainability advantages is to pair BILE devices with
motion and daylight sensors and to apply adaptive lighting strategies after normal operation hours.
Fixtures can be programmed to turn on to full at dusk, dim after hours, turn back to full on only when
motion is detected and then fully shutoff at sunrise. This strategy extends lamp life, reduces power
consumption, and reduces light trespass in residential neighborhoods.
Ideally every fixture would be installed with a BILE device, however with budget in mind the first most
critical light feature to be installed with BILE technology is the color changing feature on the typical
pole lights. By having control over this fixture the color can be changed on the UDE for special holidays
and events. This builds civic pride, engages visitors, and adds a dynamic feature to the waterfront. The
secondary component recommended to have BILE control would be the typical overhead area lights
paired with sensors; therefore employing an adaptive lighting control strategy to reduce the overall
energy consumption along the entire path.
Maintenance
The average rated life for the LED lighting utilized on the Baywalk & Riverwalk ranges from a minimum
of 30,000 hrs to 50,000 hours, which is approximately 6.8 to 11.4 years with an average operating
period of 12 hrs/day and it is recommended to purchase extended warranties when available. Fixtures
with remote drivers shall have the drivers located in easily accessible well ventilated locations that are
protected from the elements to prevent overheating and premature failure. Fixtures shall be specified
with marine grade finishes and a minimum IP66 rating to withstand the environmental elements. Fixtures
shall be procured through North American companies to facilitate long term future maintenance and
replacement.
Baywalk & Riverwalk Lightpoles ('MANDATORY or approved equivalent)
3' 1/8"
LED, 3000K CCT : CLEAR LENS
ALUMINUM HOUSING
11' TALL COLOR CHANGING
LED STRIP LIGHT
------- ALUMINUM EXTRUSION
ASSEMBLED ONTO POLE
BY HIDDEN SCEWS
MOUNTED 3' FROM
POLE BASE
14' - 17'
�I Baywalk Lightpole
T Louis our
(Fixture and Pole) + LEDlinear (Strip) -Assembled and
Shipped by Louis Poulsen
3' 91 Watts
Bluetooth Control for LED Color Changing Strip
I1IMIAMIDDA
DOWNTOWN DE EIOPMENT AUTHORITY
no
WATERFRONT MATERIALS INDEX
Lighting
2'5"3' 1/8"
12'
ALUMINUM HOUSING
COLOR CHANGING LED
GLASS CAP
LED, 3000K CCT CLEAR LENS
Riverwalk Lightpole
Louis Poulsen (Fixture and Pole) - Assembled and Shipped by
Louis Poulsen
57 Watts
Bluetooth Control for LED Color Changing Tip
NOTE: See appendix for details
21
Lighting Standards (Ingrade Uplight or Solar Marker are mandatory, or approved equivalent)
Adjustable Ingrade Lighting
Erco - Tesis - 35181.023
LED, 7 Watts
Underwater Fish Lights
Acclaim - Flex Tube SE RGB
LED Color Changing, 3 W Watts/ft.
Solar Marker Lights
Solar Path - SolaTile Rigel 60
LED, 0 Watts
Photo Sensor
Underbench Lighting
Q-Tran - iQ67 Flex Mini White
LED, 3.3 Watts/ft.
WATERFRONT MATERIALS INDEX
Lighting
Tree Strapped Lights
BK Lighting - Denali on PM2 Tree
Strap
LED, 12-27 Watts - Tree Dependant
Mangrove Trellis
Acolyte - Neonlyte
LED, 3 Watts/ft.
Tree Uplighting
BK Lighting - Denali on Power Pipe
LED, 12-27 Watts - Tree Dependant
Bollard Lighting
Louis Poulsen - Waterfront
LED, 35 Watts
Refer to Materials Matrix and gppehGlix
22 for Product Specifications
Layers of Light Applications (Additional Options)
Uplights - for sculptures or specialty
trees and planting
Solar Markers - for the water's edge
I1IMIAMIDDA
DOWNTOWN DEVELOPMENT AUTHORITY
Mangrove Trellis Lighting
Underwater Fish Lights - for specialty
locations along the water's edge
WATERFRONT MATERIALS INDEX
Lighting
Tree Lighting - uplights and downlights Moonlighting - downlights
Bench Lighting
Artistic Element Lighting
Refer to Materials Matrix and Appendix
for Product Specifications
SITE
FURNITURE
Site Furniture Background & Intent
Inspired by nature and the history of the waterfront, the family of furnishings is designed and selected
to reflect both the character of the Miami waterfront on Biscayne Bay and Miami River, as well as
Miami's cultural heritage. Mangrove patterns, reinforcing the waterfront brand and logo, are imprinted
or carved into benches, signage and waste receptacles.
Sustainability, mainly in the form of durability and local availability, was the main criteria in creating
the furniture palette. Materials include reclaimed wood, coral rock, concrete/shellstone paving,
aluminum and recycled plastic that are appropriate for the Miami waterfront location.
Presently, the Miami Baywalk & Riverwalk includes a variety of components such as furniture,
lighting, paving and planting that are not cohesive and do not promote harmony between properties.
This manual provides recommendations for furnishings, lighting and paving elements as a basis to
establish a unified spatial experience. The Miami waterfront has two distinct characters: the Bay,
which is expansive and open to the sky, and the River, which is industrial and has a more intimate
scale.
The family of furnishings for the Miami Baywalk & Riverwalk reflects these two characters. Inspired by
the natural environment, the shipping industry, the Bay, the River and Miami's culture and identity, the
family consists of seating, waste and recycling containers, bike racks, drinking fountains and others.
The furnishings are made of a consistent palette of materials including reclaimed wood, shellstone
or coral rock, concrete pavers with shell aggregates and metals that are appropriate to these Miami
waterfront locations, reinforce site identity, and sense of place.
Goals:
• Reflect the maritime nature of the site
• Use appropriate and durable materials suitable for the marine environment including shellstone,
metal and reclaimed wood (when allowed to weather naturally).
• Become an ornamental aspect of the Miami Baywalk & Riverwalk.
• Harmonize with the natural ecology of Miami.
• Provide comfortable opportunities for rest and relaxation.
• To facilitate diversity in usage.
• Withstand regular coastal winds and hurricane force winds.
• Reduce maintenance.
• Allow a free flow of pedestrian traffic and not pose a hazard to anyone. excessively.
I1IMIAMIDDA
DOWNTOWN DEVELOPMENT AUTHORITY
WATERFRONT MATERIALS INDEX
Site Furniture
GENERAL GUIDELINES
• Seating materials are made of stone, wood or metal "tubes" that do not conduct heat excessively.
• Seating is designed as movable, fixed, seat/retaining walls, or terraced steps.
• Seating design and selection to respond and enhance Bay and River's character.
• Locate long seating, such as seatwalls and steps in appropriate locations, e.g. spaces adjacent to
the water, which would protect the seawall. (See spatial typologies for organization examples)
• Provide separate waste receptacles for garbage and recycling. Recycling should be separated
between glass, paper, metal and plastic.
• Waste receptacles are selectd with rain covers and removable liners to conceal waste, and allow
for easy maintenance.
BOLLARDS
• Bollards are to be placed at street ends to block access to pedestrian areas.
• Bollards are designed as square coral or shellstone blocks, between 18 to 24 inches height.
• "Movable" bollards shall be used where access of emergency vehicles is required.
STORAGE AND EQUIPMENT
• Outdoor storage of materials should be minimized and consolidated.
• Outdoor storage shall be screened from public view.
• Fire and mechanical equipment, if visible, should be uniform and consistent in color, size and
location.
• Marina storage boxes shall be metal or recycled plastic with reclaimed wood veneers, to also
function as "benches".
MAINTENANCE
• All metals shall have rust -inhibiting finishes, such as galvanization or powder coating, and be
resistant to UV light, chipping, flaking, and salt spray.
• Anti -graffiti coating (either liquid -applied non -sacrificial surface sealer or liquid -applied sacrificial
surface coating) shall be used to minimize maintenance, where necessary.
• Shade structures (i.e. pergolas/trellises), designed to withstand coastal winds and UV light, should
be utilized to provide shaded seating in limited, selected locations.
25
Baywalk or Riverwalk - Standard Bench (MANDATORY or approved equivalent)
• Santa Cole Neoliviano Bench (or approved equivalent)
• Anodized Aluminum Finish for Supports Anodized Aluminum Finish for Supports
• Unfinished Exterior Wood available in Jarrah and Domestically Sourced Thermally
Modified Ash (DSTMA) exterior wood.
• Exterior woods weather to a warm, pewter gray; no finish is applied so no
maintenance is required.
• Three options: 24" chair, 69" bench w/ center arm, or 118" w/ center arm
I1IMIAMIDDA
oowNTOWN HEVELOPNENI AUTHORITY
WATERFRONT MATERIALS INDEX
Site Furniture
24" chair'`
Refer to lyateriais Matrix and Appendix
for Product Specifications
Standard Stone Bench (optional)
• Dominican Shellstone
• One way bench or two way bench
• Aluminum back with "mangrove root' detailing
• Customizable length and width
• Optional wood seat made out of reclaimed Greenheart wood
• River rock border
WATERFRONT MATERIALS INDEX
Site Furniture
Refer to Materials Matrix and Append/Jr
I1I M I A M I DDA for Product Specifications 27
DOWNTOWN DE EIOPMENT AUTHORITY
Stone Donut Bench (optional)
• Dominican Shellstone
• Circular bench wrapped around tree
• 10' and 6' radius options
• Full circle or half circle option
• Optional Thermory wood seat from Maglin (Ogden collection)
or made out of reclaimed Greenheart wood.
I1IM IAM I DDA SCALE: 3l8" = V-o"
DOWNTOWN DEVELOPMENT AUTHORITY
WATERFRONT MATERIALS INDEX
Site Furniture
Refer to Materials Matrix and Appendix
for Product Specifications
Additional / Movable Furniture (optional)
Trio Bench (or approved equivalent)
Forms + Surfaces
Center Arm available. Frame is solid
cast aluminum with powdercoat
finish. Ipe hardwood slats are 100%
FSC with a natural oiled finish
Chipman Chair
Landscape Forms
Marine grade Aluminium
100% recyclable
Silver
Bench MLB870 (or approved equivalent)
Maglin
Center Arm, Marine grade or E-Coat
Rust Proofing, Thermory wood or
High density paper composite
Catena Chair
Landscape Forms
Marine grade Aluminium,
recyclable
Silver
WATERFRONT MATERIALS INDEX
Site Furniture
Chill Lounge
Landscape Forms
Polyethylene
Daisy, Habanero, Fog and Otter
Foro or Battery Collection Table
Maglin
100% Marine grade or E-Coat Rust
Proofing, 100% recyclable
Gunmetal
MCL720 Chaise Lounge
Maglin
Powdercoated steel or wood
Gunmetal
Column Table
Forms+Surfaces
Stainless Steel,
Spun stainless steel,
Finish: Satin
Refer to Materials Matrix and Appendix
I1I M I A M I DDA for Product Specifications
DOWNTOWN DEVELOPMENT AUTHORITY
WATERFRONT MATERIALS INDEX
Site Furnishings (trash receptacles are mandatory, all other accessories are recommended, but optional) Site Furniture
Lakeside Litter w/ side
opening and mangrove pattern
Landscape Forms - Stainless steel
440 SM & SMSS w/ pet fountain
Most Dependable Fountains
Powdercoated stainless steel
Flo Bike Rack
Landscape Forms
Marine grade Aluminium,
100% recyclable
Silver
Loop Bike Rack
Landscape Forms
Marine grade Aluminium,
100% recyclable
Silver
Marina Storage Container
Reclaimed wood box with cover for marina box storage and seating
Bollard
Sutton Brick & Stone
Dominican Shellstone w/ mangrove
pattern carving
1
Bollard Lighting
Louis Poulsen
Waterfront
LED, 35 Watts
Cube Bollard
Metalco
Stainless steel w/mangrove
pattern
Modern Dog Kit: Dog Waste
Receptacle by Pet Pickups
Aluminum w/mangrove
pattern
Refer to Materials Matrix and Appendix
30 for Product Specifications
Additional Placemaking Elements (optional)
The Ephemeralist Ping Pong Table
POPP
Pink/Gray Aluminum
Corocord Domes & Arches*
Kampon
Hot -tip galvanized steel
I1IMIAMIDDA
DOWNTOWN DE EIOPMENT AUTHORITY
Game Table
The Urban Conga
Powdercoated steel
Cocowave Pendelum Swing*
Kampon
Hot -tip galvanized steel
WATERFRONT MATERIALS INDEX
Site Furniture
Cross Fitness*
Kampon
Hot -tip galvanized steel
Refer to Materials Matrix and Appendix
for Product Specifications
Mangrove Trellis (optional placemaking element)
The mangrove evokes back to Miami's history, as it was the dominant force as Miami was ecologically formed.
It might also be a call to our future, as its resilient nature can stabilize shorelines, clean water and provide
marine habitat. Taking its iconic shape and utilizing it in number of forms, these placemaking options can
provide: 1. a children's play area, 2. an adult outdoor lounge, 3. a shaded arbor, 4. a sculptural focal point.
Playground by Kompan with playground surface
Arbor with aluminum vine lattice
32
WATERFRONT MATERIALS INDEX
Site Furniture
Swing zone with hanging chairs and swings
Sculpture
PLANTING
Planting Background & Intent
The native climate in Miami is hot and humid in the summer with cooler temperatures
and dryer air in the winter. Biscayne Bay's shoreline is a harsh environment that
requires careful selection of plants and strict guidelines to ensure resiliency and
facilitate maintenance, especially in light of hurricane force winds and storm surge
events. Plant selection along Biscayne Bay must be able to handle full sun and be
drought tolerant, as well as extremely salt and wind tolerant. While the selection of
plant material along the Miami River - with brackish water moving upriver on the tide
and fresher water pushing downriver after heavy rains - allows for a wider diversity of
plant selection. The entire promenade is located along the shoreline of Biscayne Bay
or Miami River. The soils throughout much of the area consist of fill materials due to
the expansion of port operations, so replacement of existing soil with suitable planting
soil mixtures is recommended.
These planting guidelines shall establish basic criteria with the purpose of creating
a unifying and pedestrian -friendly plant environment along the entire Baywalk &
Riverwalk.
Goals:
• Provide at least 50% immediate shade coverage on the Baywalk & Riverwalk,
with 100% shade coverage within 10 years.
• Provide a consistent material selection to unify the Baywalk & Riverwalk visual/
perceptual experience and contributes to their coastal, ecological character.
• Connect to, enhance and showcase the natural ecology of Miami.
• Emphasize and establish hierarchy of spaces and district identity.
• Promote green infrastructure to mitigate flooding caused by sea -level rise, king
tides and storm surge
• Increase stormwater infiltration and improve water quality
• Protect against storm surge protection.
• Promote the planting of shade trees to reduce Urban Heat Island Effect.
• Increase water quality with filtration.
• Reduce maintenance and minimize the use of fertilizers and pesticides.
Plantina Guidelines:
• The planting pallete shall consist of a minimum of 80% native, salt and drought -
tolerant trees, palms, shrubs and groundcover.
All planting selection and installation methods shall conform to Florida Friendly
Landscape Guidelines.
Native and/or naturalized plants shall be selected to increase biodiversity and
creation of wildlife habitat, by attracting birds, butterflies, and other species.
No planting material shall be specified that is classified as a Category 1 invasive
species.
• Select plants that provide enhancement and protection to seawall and promote
marine wildlife restoration, such as mangroves.
WATERFRONT MATERIALS INDEX
Planting
Increasing green space and planting native, salt -resistant, drought -tolerant, and
in some cases, floodable vegetation, increases the sustainability and resiliency of
the Miami Baywalk & Riverwalk and adjacent neighborhoods prone to flooding.
LEFT: Maurice A. Ferre Park; RIGHT: Bayfront Park
Plants shall not obstruct the path of pedestrian circulation
• Large canopy shade trees and palm trees shall take priority over waterfront views between 10 and
40 feet above the seawall elevation.
Soil guidelines:
• For new plantings, planting soil shall be weed -free, and consist of 70% clean, coarse, sharp, Lake
Wales Silica Sand (alternate: Ortona or FDOT #3 coarse silica sand) and 30% Everglades muck.
• Test soils in project areas in the project design phases and include soil improvement measures in
project documents.
Tree and palm guidelines:
• Large trees shall be promoted to create shade for pedestrians and in seating/gathering areas.
• Trees shall be selected for their proven resiliency, especially in high wind flooding events.
• Plant trees and palms to establish a unified canopy for visual unity and pedestrian comfort.
• Large canopy trees shall be planted between 20 feet to 30 feet on center, maximum.
• Large palm trees shall be planted a maximum of 25 feet on center, and palm clusters can be
specified in lieu of large trees. Both shall provide at minimum 50% shade canopy at installation
with 100%within 10 years.
• Coconut Palm trees have been historically associated with Miami and may be used to define the
continuity of the promenade, to avoid obscuring water views, and at some points of entry.
• Avoid trees with known pests and diseases that increase pesticide requirements.
• Provide adequate root zone space for trees in all planting areas and raised planters. Wherever
possible, provide continuous or planting areas between trees to increase the root zone.
• Use Structural Cells under paving where large trees are specified in planters less than 100 square
feet and further than 12' from adjacent, continuous green space areas.
• Install root barriers at pavement edges where large trees and palms are specified.
Groundcover guidelines:
• Use salt -tolerant turf, such as Paspalum 'Sea Dwarf', or Zoysia 'Empire', in areas intended for
recreation and gathering.
No planting material shall be used that is classified as an invasive species.
Use grasses or other floodable groundcovers where adjacent to flood areas
Maintenance guidelines:
• Select plants that can be maintained in their natural forms to reduce required trimming, energy
use and green waste.
I�IMIAMIDDA
DOWNTOWN DE EIOPMENT AUTHORITY
WATERFRONT MATERIALS INDEX
Planting
• Develop plantings with a hierarchy of maintenance needs where high use areas can provide more
frequent maintenance
• Fertilize all plant material two times a year minimum for three (3) years minimum after installation.
• Apply mulch to 3" depth minimum at least three (3) times a year in all planting beds that are not
fully covered by shrubs and groundcover.
• Select plants that require minimal fertilization, pruning and pest control.
• Select plants that are locally and readily available.
• All planting areas shall have low-water use/high efficiency irrigation systems, such as drip
irrigation, low -trajectory irrigation nozzles, automatic shut -offs and equipped with soil and/or
rain moisture sensors to regulate water use.
• Group plants by "hydro -zone" to reduce water use.
Minimum specifications:
• All plants furnished by the Landscape Contractor unless otherwise specified shall be Florida No.1
or better, and shall be specified in the current edition of Grades and Standards for Nursery Plants,
Part 1 by the Florida Department of Agriculture and Consumer Services Division of the plant
industry.
All newly planted shrubs and groundcovers shall be guaranteed for six months from date of final
acceptance. All newly planted trees and palms shall be guaranteed for one year from date of final
acceptance.
All trees, palms and standard shrub material to be staked in a good workmanlike manner. No nail
staking permitted.
All trees shall be fertilized at installation with "Agriform Pills", 21 gram size, with a 20-10-5
formulation, or approved equal, according to manufacturer's recommendations.
All palms shall be fertilized at installation with Atlantic East Coast Fertilizer "Palm Special" (12-2-
8) with slow -release sulphur -coated pellets, or approved equal.
All other plants shall be fertilized at installation with a 12-4-8 time -release fertilizer (with slow
release sulphur) according to manufacturer's recommendations.
Cover all planting beds with a minimum of 3" layer of shredded Melaleuca, Grade B or eucalyptus
mulch.
No heavy equipment or materials shall be placed within the drip line of protected trees.
At grade planters for medium -to large trees shall be a minimum of sixty (60) square feet, with a
minimum dimension of five (5) feet.
• Planting shall be used where possible to screen parking garages, service, and loading areas from
public view. 35
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Medium Sized Trees (15 - 30')
Black Mangrove
Avicennia gerrninans
* inundation tolerant
Green Buttonwood
COr)ocar/JUs erecta
38
Verawood
13Ulnesia arborea
Japanese Fern Tree
Filiciurn decipiens
Pitch Apple, Autograph Tree
C/Usia rosea
Black Ironwood
Krugiodendron ferreurn
WATERFRONT MATERIALS INDEX
Pigeon Plum
Cocco/oba diversifolia
White Mangrove
kagUncu/arla racernosa
* inundation -tolerant
Sea Grape
Cocco/oba UVifera
Simpson Stopper
MVrcianthes fragrans
Planting
Medium Sized Trees (15 - 30')
Madagascar Olive
Noronhla emarglnata
Pink Tab
rabebula heterwhylla
I1IMIAMIDDA
Madagascar Screw Pine
Panc/anus utilis
Mexican Palo Verde
Parkinsonia acu/eata
WATERFRONT MATERIALS INDEX
Planting
Red Mangrove
Rhizophora mangle
* inundation -tolerant
Yellow Trumpet Tree
rabebu/a argentea
39
Small Accent Trees (<20')
Jamaica Caper Tree
Capparis cynophallophora
Joewood
Jacquinia keyensis
40
Silver Buttonwood
Conocarpus erectus Sericeus'
White Frangipani
Plurr7eria alba
Orange Geiger Tree
Cordla sebestena
Frangipani
Plurneria rubra
WATERFRONT MATERIALS INDEX
Planting
Seven Year Apple
Genipa clusiifolia
Desert Cassia
senna polyph-v//a
Lignum-vitae
Guaiacum officinale
Sweet Acacia
Vachellla farnesiana
Palms
Paurotis Palm
Arne/orrha/phe Wrightii
Buccaneer Palm
PseoclolDhoeob( sargeotii
I1IMIAMIDDA
'BI LG , 1, U-,
Silver Bismarck Palm
Bisrnarkcia oobilis
Florida Royal Palm
Roystonea e/ata
Silver Palm
Coccothrioax argeotata
Cuban Royal Palm
Roystooea regia
WATERFRONT MATERIALS INDEX
Planting
Green Malayan Coconut Palm Maypan Coconut Palm
Cocos nucifera `Green Malayan' Cocos nucifera Niay/Dan'
Silver Saw Palmetto
sereooa cioera
Saw Palmetto
serenoa repens
41
Palms
Key Thatch Palm
Thrinax rnorrisii
42
Florida Thatch Palm
Thrinax parviflora
Thatch Palm
Thrinax racliata
WATERFRONT MATERIALS INDEX
Planting
Windmill Palm
P-achycari,Dus fortcmei
Montgomery Palm
Veitchia montgorneryana
Large Shrubs (>6')
Giant Leather Fern
Acrostichurn danaeifoliurn
American Beautyberry
Callicarpa arnericana
I1IMIAMIDDA
DOWNTOWN DEVELOPMENT AUTHORITY
Century Plant
Agave arnericana
Natal Plum
Carissa grandiflora
Spineless Century Plant
Agave attenuata
Bahama Senna
Cassia baharneosis
WATERFRONT MATERIALS INDEX
Planting
Desert Bird of Paradise
Caesalpinia gilliesii
Pride of Barbados
CaeSaipinla pUlCherrirna
Green Cocoplum Red Tip Cocoplum
Chrysobalanus icaco/horizontalis Chrysobalanus icaco `Red Tip'
43
"Fill
7 14-
ALA.
Ii - Sir
% 4V
AUK"
Large Shrubs (>6')
Tropical Hibiscus
Hibiscus rosa-sinensis
Bay Cedar
SUriaha rnaritirna
I1IMIAMIDDA
DOWNTOWN DEVELOPMENT AUTHORITY
Oleander
Nerium oleander
Spanish Bayonet
Yucca aloifolia
Wild Coffee
Psychotria Nervosa
Adam's Needle
YUcca srnalllar)a
WATERFRONT MATERIALS INDEX
Planting
Firecracker Plant
Russelia eq(jisetiforrnis
Necklace Pod
So%ohora tomeotosa
Small to Medium-sized Shrubs (3' - 6')
Sea Lavender
grgUsia goa/Dhalodes
Royal Fern
CsrnQ0C1a rega/is
Golden Dewdrop
Duranta erecta `Goldmound'
Indian Hawthorn
Rhaphi0/epis ir)dica
Crown of Thorns
EUlphorbia rnilii
Tropical Sage
salvia coccir)ea
WATERFRONT MATERIALS INDEX
Planting
Spider Lily
/-/ymenoca///s ldtifolia
Inkberry
Scaevo/a Pkirnieri
Sword Fern
Ne%ohrolepls s/J/J.
Coontie
Zamla floridana
Groundcovers (<2')
, . 47
Perennial Peanut
Arachis glabrata
Dwarf Natal Plum
Carissa macrocariDa Nana
I1IMIAMIDDA
DOWNTOWN DE EIOPMENT AUTHORITY
Scarlet Weed
Asclepias curassavica
Foxtail Fern
As/paragUs rrneyerii
White Striped Flax Lily Golden Creeper
Dianella tasmanica `Variegate' Ernoc/ia littoralis
WATERFRONT MATERIALS INDEX
Planting
Sea Oxeye Daisy
Eorrichia arborescens
Natal Plum
carissa Onacrocar/Da
Brazilian Dwarf Morning -Glory Green Island Ficus
Evolvu/us glorneratus Ficus microcarpa `Green Island'
47
Groundcovers (<2')
Creeping Ficus
Ficus pUmila repens
Dune Marsh Elder
l va irnbrica to
Narrowleaf Yellowtop
Flaveria linearis
Isle
Pineland Lantana
Lantana depressa var. floridana
IdL
Blanket Flower
Gaillardia Pu/chella
Gopher -Apple
Licania michauxii
WATERFRONT MATERIALS INDEX
Planting
Beach Sunflower
Neliaothos debilis
Railroad Vine
1pomoea /pes-cai,Drae
Evergreen Giant Lilyturf Wart Fern
Liriope muscari Evergreen Giant' Alicrosorum scolopendriUrn
Groundcovers (<2')
Sensitive Plant
Mimosa strigillosa
Purple Heart
Tradescantla palllda `Purpurea'
Sea Purslane
PortUlaca spp.
* inundation -tolerant
Star Sedum
Sedum sarmeotosa
WATERFRONT MATERIALS INDEX
Planting
Sea Purslane
SesUviUrr) portUlacastrUm
* in Undation-tolerant
Asiatic Jasmine
Trachelosperrnurn asiaticurn
I1IM IAM I DDA 49
DOWNTOWN DEVELOPMENT AUT[ G,::
Ornamental Grasses
Pink Muhly Grass
Nluhlenbegia capillaris
Florida Gama Grass
Tripsacum floridana
50
Smooth Cordgrass
Spartina alterniflora
inundation tolerant
Sea Oats
uniola panlcudata
Sand Cordgrass
Spartina bakeri
inundation-to%rant
WATERFRONT MATERIALS INDEX
Saltmeadow Cordgrass
Spartina "tens
inundation tolerant
Planting
Fakahatchee Grass
n-ipsacurn dactyloicles
Vines
Boungainvillea, Paper Flower
Bougainvillea glabra
Cape honeysuckle
Tecornaria capensis
I1IMIAMIDDA
DOWNTOWN DE EIOPMENT AUTHORITY
Trumpet Vine
Campsis radicans
Creeping Fig
Pices I'Durnila
WATERFRONT MATERIALS INDEX
Planting
Maypop, Passionflower
Passlflora lncarnata
Mexican Flame Vine
Senecio confuses
Turfgrasses
Bermuda Grass
Cymoo'on o'actylon
52
Seashore Paspalum
Paspak/rr) distichurr)
* inunclation-tolerant
St. Augustine Grass
WATERFRONT MATERIALS INDEX
Zoysia Grass
Steootaphrc/nn seccUndatcirn Zoysia japonica Empire'
Planting
WATERFRONT MATERIALS INDEX
Planting Aerosol Baywalk, Planting
Size and Spacing Sun/Shade Light Salt Spray Riverwalk, Florida
Botanical Name Common Name Height x Width Preference Tolerance or Both Native Minimum Size Requirements
LARGE CANOPY TREES
Bucida buceras
Black Olive
40-50' x 35-50'
FS to PS
High
Both
✓
12'-14' Ht. x 8'-9' Sprd., B&B, 3' CT, 3.5" Cal
Bursera simaruba
Gumbo Limbo / Tourist Tree
24-50' x 20-50'
FS to PS
High
Both
✓
12'-14' Ht. x 8'-9' Sprd., B&B, 3' CT, 3.5" Cal
Calo h llum brasiliense
Beauty Leaf
30-40' x 40-50'
FS to PS
High
Both
15' Ht. x 8' Sprd./ Full/ B&B Approved Source
Chorisia insignis
White Silk Floss
35-50' x 40-55'
FS
Med to Low
Riverwalk
12' Ht. x 6' Sprd./ 3" Cal/ B&B
Chorisia speciosa
Silk Floss Tree
35-50' x 40-55'
FS
Med to Low
Riverwalk
12' Ht. x 6' Sprd./ 3" Cal/ B&B
Chr so h llum oliviforme
Satin Leaf
35-45" x 18-25'
FS to PS
Moderate
Both
✓
10' Ht. x 6' S r./ B&B/ Full
Delonix re is
Royal Poinciana
35-40' x 40-60'
FS
Med to Low
Riverwalk
12' Ht. x 8' S rd./ B&B/ Heavy
Ficus aurea
Strangler Fig
50-60' x 50-70'
FS to Fshade
Medium
Baywalk
✓
12' Ht. x 6' Sprd.
Ficus citrifolia
Short leaf Fig, Wild Banyan
40-70' x 30-40'
FS
Med to Low
Riverwalk
✓
12' Ht. x 6' Sprd.
L siloma latisili uum
Wild Tamarind
30-60' x 30-50'
FS to PS
High
Both
✓
12' Ht. x 6' S rd./ 3" Cal min./ B&B/ Full
Peltophorum pterocarpum
Yeloow Poinciana
40-50' x 35-50'
FS
High
Both
12' Ht. x 6' Sprd./ Full/ B&B
Persea borbonia
Red Bay
35-50' x 30-50'
FS to PS
Med to High
Both
✓
12' Ht. x 5' Sprd.
Piscidia piscipula
Jamaican Dogwood
35-50' x 30-50'
FS to PS
High
Both
✓
10'-12' Ht. x 7'-8' S rd./ B&B
Quercus virginiana
Live Oak
60-80' x 60-120'
FS to PS
High
Both
✓
14' Ht. x 7' Sprd./6" Cal/Sgl. Str. trunk/Full/B&B
Sa indus sa onaria
Florida Soa berr
35-40' x 25-35'
FS
High
Both
✓
10'-12' Ht. x 6'-7' S rd./ B&B
Simarouba glauca
Paradise Tree
40-50' x 25-35'
FS to PS
Med to High
Both
✓
10'-12' Ht. x 6'-7' S rd./ B&B
Swietenia maha oni
West Indies Mahogany
40-60' x 40-60'
FS to PS
High
Both
✓
12' Ht. X 6' S r. / B&B/ Single/ Straight Trunk/
Tamarindus indica
Wild Tamarind
40-65' x 40-50'
FS
Med to Low
Riverwalk
12' Ht. x 6' Sprd./ Full/ B&B
Terminalia catappa
ISea Almond
I 35-55' x 30-50'
FS
I High
I Baywalk
10'-12' Ht. x 6'-7' S rd./ B&B
Ti uana tijou
lTipu Tree, Rosewood
I 25-50' x 25-50'
FS
I Med to Low
I Riverwalk
10'-12' Ht. x 6'-7' Sprd./ B&B
MEDIUM-SIZED TREES
Avicennia germinans
Black Mangrove
25-30' x 40-60'
FS
High
Baywalk
✓
4' Ht. x 2' Sprd./ 7 Gal/ Full
Bulnesia arborea
Verawood
25-30' x 25-40'
FS
Moderate
Riverwalk
8' Ht. x 4' Sprd./ B&B/ Full
Clusia rosea
Pitch Apple, Autograph Tree
25-30' x 15-25'
FS to PS
High
Both
✓
8' Ht. x 4' Sprd./ Full/ B&B
Coccoloba diversifolia
Pigeon Plum
25-40' x 20-35'
FS to PS
High
Both
✓
8' Ht. x 4' Sprd./Min 2" Cal/ Full
Coccoloba uvifera
Sea Grape
25-45' x 20-30'
FS to PS
High
Both
✓
8' Ht. x 4' Sprd./Min 2" Cal/ Full
Conocar us erecta
Green Buttonwood
30-45' x 20-30'
FS
High
Both
✓
10' Ht. x 6' S rd./ B&B/ Standard/ Tree Form
Filicium decipiens
Japanese Fern Tree
20-25' x 20-25'
FS to PS
Moderate
Riverwalk
10' Ht. x 6' Sprd./ 25 Gal/ Heavy/ Full
Krugiodendron ferreum
Black Ironwood
20-30' x 15-25'
FS to PS
Moderate
Riverwalk
✓
10' Ht. x 6' Sprd./ 25 Gal/ Heavy/ Full
La uncularia racemosa
White Mangrove
35-50' x 40-60'
FS
High
Baywalk
✓
4' Ht. x 2' S rd./ 7 Gal/ Full
M rcianthes fra rans
Sim son Stopper
20-30' x 15-25'
FS to PS
High
Both
✓
6' Ht. x 3' S rd./ 25 Gal./ Standard/ Tree Form
Noronhia emarginata
Madagascar Olive
20-25' x 15-20'
FS to PS
High
Both
10' Ht. x 6' Sprd./ 25 Gal/ Heavy/ Full
Pandanus utilis
Madagascar Screw Pine
20-30' x 12-20'
FS to PS
High
Both
9-10'/ 65 Gal
Parkinsonia aculeata
Mexican Palo Verde
15-20' x 20-25'
FS
High
Both
✓
12' Ht. x 6' Sprd.
Rhizophora mangle
Red Mangrove
25-30' x 40-60'
FS
High
Baywalk
✓
4' Ht. x 2' Sprd./ 7 Gal/ Full
Tabebuia ar entea
Yellow Trumpet Tree
15-20' x 10-15'
FS
Moderate
Riverwalk
10' Ht. x 5' Sprd./ Full/ BB
Tabebuia hetero h lla
Pink Tab
20-30' x 15-25'
FS
Moderate
I Riverwalk
1
110' Ht. x 5' S rd./ Full/ BB
I1IM IAM I DDA Denotes a plant that has a high tolerance for aerosol salt spray 5,,
DOWNTOWN DEVELOPMENT AUTEDRIT/
Planting
WATERFRONT MATERIALS INDEX
Herobol aaywalK, Planting
Size and Spacing Sun/Shade Light Salt Spray Riverwalk, Florida
Botanical Name Common Name Height x Width Preference Tolerance or Both Native Minimum Size Requirements
SMALL ACCENT TREES
Capparis cynophallophora
Jamaica Caper Tree
6-15' x 8-12'
FS to PS
Moderate
Riverwalk
✓
10' Ht. x 6' Sprd./ B&B/ Standard/ Tree Form
Conocar us erectus 'Sericeus'
Silver Buttonwood
15-20' x 15-20'
FS
High
Both
✓
10' Ht. x 6' Sprd./ B&B/ Standard/ Tree Form
Cordia sebestena
Orange Geiger Tree
15-25' x 20-25'
FS
High
Both
✓
8' Ht. x 4' S rd./ B&B
Genipa clusiifolia
Seven Year Apple
10-20' x 15'
FS to PS
Moderate
Riverwalk
✓
8' Ht. x 4' Sprd./ B&B
Guaiacum officinale
Li num-vitae
10-30' x 8-12'
FS to PS
High
Both
✓
S-6' Ht. x 4' Sprd./ 15 Gal
Jac uinia ke ensis
Joewood
8-10' x 8-12'
FS to PS
High
Both
✓
S-6' Ht. x 4' S rd./ 15 Gal
Plumeria alba
White Frangipani
20-25' x 20-25'
FS to PS
Moderate
Riverwalk
10' Ht. x 5' Sprd.
Plumeria rubra
Frangipani
20-25' x 20-25'
FS to PS
High
Both
10' Ht. x 5' Sprd.
Senna polyphylla
Desert Cassia
8-10' x 8-12'
FS
Moderate
I Riverwalk
1
16' Ht. x 3' Sprd./ 20 Gal./ Full/ Standard
Vachellia farnesiana
Sweet Acacia
15-25' x 15-25'
FS
Moderate
I Riverwalk
1
18' Ht. x 4' Sprd./ B&B
PALMS
Acoelorrha he wri htii
Paurotis Palm
15-25' x 10-15'
Sun or Shade
High
Both
✓
12-15' Ht. / B&B/ 7 stem min/ Full to ground
Bismarkcia nobilis
Silver Bismarck Palm
25-60' x 10-15'
FS to PS
Med to High
Both
8' O.A./ Full hd./ 45 Gal.
Coccothrinax argentata
Silver Palm
6-15' x 6-T
Sun or Shade
High
Both
✓
8' O.A. Ht./ 15 Gal
Cocos nucifera 'Green Malayan'
Green Malayan Coconut Palm
50-75' x 15-25'
FS
High
Both
10" Cal/ 15 Fronds min./ B&B/ Heavy
Cocos nucifera 'Ma an'
Ma an Coconut Palm
50-75' x 15-25'
FS
High
Both
15 Fronds min./ B&B/ Heavy
Pseudophoenix sargentii
Buccaneer Palm
10-15' x 6-10'
Sun or Shade
High
Both
✓
8' O.A./ Full hd./ FG
Ro stonea elata
Florida Royal Palm
50-75' x 15-25'
FS
Med to High
Both
✓
B&B/ Heavy/ No Scars/ Matched/ App. Sr.
Roystonea regia
Cuban Royal Palm
50-75' x 15-25'
FS
Med to High
Both
✓
B&B/ Heavy/ No Scars/ Matched/ App. Sr.
Sabal almetto
Cabbage Palm
25-50' x 10-15'
FS to PS
High
Both
✓
Avg. 20' O.A./ Hurr. cut
Serenoa cinera
Silver Saw Palmetto
5-10' x 4-10'
Sun to FShade
Med to High
Both
✓
24" Ht. x 30" Sprd./ 3 Gal/ 24" O.C./ Full
Serenoa repens
Saw Palmetto
5-10' x 4-10'
Sun to FShade
Med to High
Both
✓
24" Ht. x 30" Sprd./ 3 Gal/ 24" O.C./ Full
Thrinax morrisii
Key Thatch Palm
15-25' x 6-10'
FS to PS
Moderate
Riverwalk
✓
4' C.T./ Full hd./ FG
Thrinax parviflora
Florida Thatch Palm
15-25' x 6-10'
FS
Moderate
Riverwalk
✓
4' C.T./ Full hd./ FG
Thrinax radiata
Thatch Palm
15-25' x 6-10'
FS to PS
Moderate
Riverwalk
✓
4' C.T./ Full hd./ FG
Trach car us fortunei
Windmill Palm
10-25' x 8-10'
Sun to FShade
Moderate
Riverwalk
8' O.A./ Full hd./ FG
Veitchia montgomeryana
Montgomery Palm
25-35' x 10-15'
Sun to FShade
Moderate
Riverwalk
8' C.T./ 18" Cal min./ B&B
Washin tonia robusta
Mexican Fan Palm
60-75' x 10-15'
FS to PS
Med to High
Both
8' C.T./ 18" Cal min./ B&B
LARGE SHRUBS
Acrostichum danaeifolium
Giant Leather Fern
6-12' x 8-14'
FS to PS
Moderate
Riverwalk
✓
30" Ht./ 3 Gal/ 36" O.C.
Agave americana
Century Plant
6-8' x 6-10'
FS to PS
Moderate
Riverwalk
✓
3' O.A./ 7 Gal
Agave attenuata
Spineless Century Plant
2-3' x 3-4'
FS to PS
Moderate
Riverwalk
3' O.A./ 7 Gal
Caesal inia gilliesii
Desert Bird of Paradise
7-10' x 7-10'
FS to PS
Moderate
Riverwalk
3' O.A./ 7 Gal
Caesalpinia pulcherrima
Pride of Barbados
8-12' x 10-12'
FS to PS
Moderate
Riverwalk
3' O.A./ 7 Gal
Callicar a amen icana
American Beaut ber
3-8' x 4-8'
FS to PS
Med to Low
Riverwalk
✓
3' O.A./ 7 Gal
Carissa grandiflora
INatal Plum
6-10' x 4-10'
1 FS to PS
I High
I Both
1
118" O.A./ 3 Gal/ 24" O.C.
54 0 Denotes a plant that has a high tolerance for aerosol salt spray
Planting
WATERFRONT MATERIALS INDEX
Aerosol Baywalk,
Planting
Size and Spacing Sun/Shade Light Salt Spray Riverwalk, Florida
Botanical Name Common Name Height x Width Preference Tolerance or Both Native Minimum Size Requirements
LARGE SHRUBS (continued)
Cassia bahamensis
Bahama Senna
3-9' x 6-10'
FS to PS
Moderate
Riverwalk
✓
3' O.A./ 7 Gal
Chr sobalanus icaco
Green Cocoplum
6-20' x 4-10'
FS to PS
High
Both
✓
18" O.A./ 3 Gal/ 24" O.C.
Chrysobalanus icaco `Red Tip'
Red Tip Cocoplum
6-15' x 4-6'
FS to PS
High
Both
✓
18" O.A./ 3 Gal/ 24" O.C.
Clusia guttifera
Small leaved Pitch Apple
6-20' x 4-10'
FS to PS
High
Both
✓
3' O.A./ 7 Gal
Clusia rosea
Pitch Apple
6-20' x 4-10'
FS to PS
High
Both
✓
3' O.A./ 7 Gal
Coccoloba uvifera
Sea Grape
25-45' x 20-30'
FS to PS
High
Baywalk
✓
2' O.A./ 3 Gal/ 36" O.C./ Full/ Shrub Form
Conocar us erectus
Green Buttonwood
6-20' x 8-20'
FS to PS
High
Both
✓
2' O.A./ 3 Gal/ 36" O.C./ Full/ Shrub Form
Conocarpus erectus 'Sericeus'
Silver Buttonwood
6-12' x 4-10'
FS to PS
High
Both
✓
24" Ht. x 18" Spr./3 Gal/ 24" O.C./Full
Cord line australis
New Zealand Cabbage Palm
6-15' x 3-6'
FS to PS
Med to High
Both
3' O.A./ 7 Gal
Crinum asiaticum `Queen Emma'
Queen Emma's Spider Lily
3-6' x 3-5'
FS to PS
Med to Low
Riverwalk
3' Ht. x 3' S rd./ 3 hd. Min / 7 Gal/ As Shown
Erythrina herbacea
Cherokee Bean, Coral Bean
5-15' x 8-12'
FS to PS
High
Both
✓
30" Ht. x 24" Sprd./ 3 Gal/ 24" O.C.
Gal himia gracilis
Thr allis
6-10' x 6-10'
FS to PS
Low
Riverwalk
24" O.A./ 3 Gal/ 30" O.C./ Full
Hamelia patens
Firebush
6-12' x 5-8'
FS to PS
Low
Riverwalk
✓
24" O.A./ 3 Gal/ 36" O.C./ Full
Hamelia patens 'Compacta'
Dwarf Firebush
4-8' x 4-6'
FS to PS
Low
Riverwalk
✓
24" O.A./ 3 Gal/ 36" O.C./ Full
Hibiscus rosa-sinensis
Tropical Hibiscus, Rose Mallow
4-10' x 5-8'
FS to PS
Moderate
Riverwalk
✓
24" O.A./ 3 Gal/ 30" O.C./ Full
Nerium oleander
Oleander
10-18' x 10-15'
FS to PS
Med to High
Both
24" O.A./ 3 Gal/ 36" O.C./ Full
Pittosporum tobira
Pittosporum, Mock Orange
8-12' x 12-18'
FS to PS
Med to High
Both
24" O.A./ 3 Gal/ 36" O.C./ Full
Plumbago auriculata
Cape Plumbago
6-10' x 8-10'
FS to PS
Med to High
Both
24" O.A./ 3 Gal/ 36" O.C./ Full
Psychotria nervosa
Wild Coffee
4-10' x 4-8'
Sun to FShade
Med to Low
Riverwalk
✓
30" Ht. x 24" Sprd./ 3 Gal/ 24" O.C.
Russelia a uisetiformis
Firecracker Plant
4-5' x 4-5'
FS to PS
Moderate
Riverwalk
24" O.A./ 3 Gal/ 36" O.C./ Full
Scaevola frutescens
Beach Nau aka
3-10' x 3-6'
FS to PS
High
Baywalk
18" O.A./ 3 Gal. / 24" O.C. / Full
Sophora tomentosa
Necklance Pod
6-10' x 8-12'
Full Sun
Moderate
Riverwalk
✓
18" O.A./ 3 Gal. / 24" O.C. / Full
Suriana maritima
Bay Cedar
5-20' x 5-8'
Full Sun
Med to High
Baywalk
✓
18" O.A./ 3 Gal. / 24" O.C. / Full
Yucca aloifolia
Spanish Bayonet
10-15' x 3-5'
FS to PS
High
Both
✓
3' O.A./ 7 Gal/ 36" O.C.
Yucca smalliana
Adam's Needle
I 6-8' x 3-5'
1 FS to PS
Moderate
Riverwalk
✓
3' O.A./ 7 Gal/ 36" O.C.
SMALL TO MEDIUM-SIZED SHRUBS
Ar usia gnaphalodes
Sea Lavender
3-5' x 3-6'
Full Sun
High
Baywalk
✓
18" O.A./ 3 Gal/ 36" O.C./ Full
Duranta erecta 'Goldmound'
Golden Dew Drop
2-5' x 2-T
FS to PS
Med to Low
Riverwalk
✓
18" O.A./ 3 Gal/ 24" O.C.
Euphorbia milii
Crown of Thorns
2-3' x 1-2'
Full Sun
High
Both
8"-12" O.A./ 1 Gal/ 12" O.C.
H menocallis latifolia
Spider Lily
1-3' x 3-5'
FS to PS
Med to High
Both
✓
3' O.A./ 7 Gal/ 36" O.C.
Nephrolepis spp.
Sword Fern
14' x spreads indefinite
Sun to FShade
Med to Low
Riverwalk
✓
18" O.A./ 3 Gal/ 24" O.C.
Osmunda re alis
Royal Fern
2-3' x 2-T
Part to Full Shade
Low
Riverwalk
✓
18" O.A./ 3 Gal/ 24" O.C.
Rha hiole is indica
Indian Hawthorn
3-7' x 6-10'
FS to PS
Moderate
I Both
1
118" O.A./ 3 Gal/ 24" O.C.
Salvia coccinea
Tropical Sage
2-4' x 1-2'
FS to PS
Med to High
I Both
I ✓
18" O.A./ 3 Gal/ 24" O.C.
Scaevola lumieri
Inkberr
2-3' x 3-8'
FS to PS
High
I Baywalk
I ✓
24" O.A./ 3 Gal/ 36" O.C./ Full
Zamia furfuracea
Cardboard Palm
2-5' x 5-8'
FS to PS
Med to High
I Both
1
13' O.A./ 7 Gal/ 36" O.C.
Zamia integrifolia
Coontie
2-5' x 5-8'
FS to PS
Med to High
I Both
1
13' O.A./ 7 Gal/ 36" O.C.
1IIM IAM I DDA Denotes a plant that has a high tolerance for aerosol salt spray 5,
DI-TewN DEv-_ O-F[E -awn-Gala
WATERFRONT MATERIALS INDEX
Planting Aerosol BaywalK,
Size and Spacing Sun/Shade Light Salt Spray Riverwalk, Florida
Botanical Name Common Name Heiaht x Width Preference Tolerance or Both Native Minimum Size
Planting
Arachis glabrata
Perrenial Peanut
6" x spreads indefinite
FS to PS
Med to High
Both
✓
12" O.A. /1 Gal/18" O.C.
Ascle ias curassavica
Scarlet Weed
1-2' x 1-2'
Full Sun
Med to Low
Riverwalk
✓
12" O.A. /1 Gal/18" O.C.
Asparagus meyerii
Foxtail Fern
1-2' x 1-2'
Sun to FShade
Moderate
Both
24" Ht. x 24" Sprd./ 3 Gal/ 24" O.C.
Borrichia arborescens
Silver Sea Oxeye Dais
24' x 2-3'
Full Sun
High
Baywalk
✓
2' Ht. / 3 Gal. / 24" O.C./ Full
Carissa macrocar a
Natal Plum
1-2' x 4-8'
FS to PS
Med to High
Both
24" Ht. x 24" S rd./ 3 Gal/ 24" O.C.
Carissa macrocarpa `Nana'
Dwarf Natal Plum
1-2' x 1-2'
Sun to FShade
High
Both
✓
18" Ht./ 3 Gal/ 24" O.C./ Full
Dianella tasmanica `Varie ata'
White Striped Flax Lily
2-3' x 1-2'
FS to PS
Med to High
Both
30" ht x 30" spr/3 gal/ 24" O.C./Full
Ernodea littoralis
Golden Creeper
1-3' x spreads indefinite
Full Sun
Med to High
Both
✓
12" O.A. /1 Gal/15" O.C.
Evolvulus glomeratus
Brazilian Dwarf Morning -Glory
1-2' x 1-2'
Full Sun
Moderate
Both
18" Ht./ 3 Gal/ 24" O.C./ Full
Ficus microcar a `Green Island'
Green Island Ficus
24' x 3-5'
FS to PS
Med to High
Both
✓
30" ht x 30" s r/3 al/ 24" O.C./Full
Ficus pumila
Creeping Ficus
6" x spreads indefinite
FS to PS
Moderate
Both
24" OA/ 3 Gal./ 24" O.C.
Flaveria linearis
Narrow Yellowto
2-3' x 3-4'
Full Sun
High
Baywalk
✓
12" O.A. /1 Gal/15" O.C.
Gaillardia pulchella
Blanketflower
1-2' x 2-3'
Full Sun
High
Both
✓
12" O.A. /1 Gal/18" O.C.
Helianthus debilis
Beach Sunflower
2-4' x 2-4'
Full Sun
High
Baywalk
✓
12" O.A. /1 Gal/15" O.C.
I omoea es-ca rae
Railroad Vine
2-4' x 2-4'
Full Sun
High
Baywalk
✓
12" O.A. /1 Gal/18" O.C.
Iva imbricata
Dune Marsh Elder
2-4' x 2-4'
Full Sun
High
Baywalk
✓
12" O.A. /1 Gal/18" O.C.
Lantana depressa var. floridana
Pineland Lantana
2-4' x 3-5'
Full Sun
High
Baywalk
✓
12" O.A. /1 Gal/15" O.C.
Lantana montevidensis
Trailing Lantana
12-18" x 3-5'
Full Sun
High
Both
✓
12" O.A. /1 Gal/15" O.C.
Licania michauxii
Gopher -Apple
6-12" x spreads indefinite
Full Sun
High
Baywalk
✓
18" Ht./ 3 Gal/ 24" O.C./ Full
Lirio a muscari 'Evergreen Giant'
Evergreen Giant Lil turf
1-2' x 1-2'
Sun to FShade
Moderate
Both
12" O.A. /6" Pot/24" O.C.
Microsorum scolo endrium
Wart Fern
1-2' x spreads indefinite
FS to PS
Med to Low
Riverwalk
12" O.A. /1 Gal/18" O.C.
Mimosa strigillosa
Sensitive Plant
6-12" x spreads indefinite
FS to PS
Med to Low
Riverwalk
✓
12" O.A. /1 Gal/15" O.C.
Portulaca oleracea
Common Purslane
6" x 2-T
Full Sun
High
Baywalk
12" O.A. /1 Gal/18" O.C.
Sedum sarmentosa
Star Sedum
6" x 2-3'
FS to PS
Med to High
Baywalk
12" O.A. /1 Gal/18" O.C.
Sesuvium portulacastrum
Sea Purslane
6-12" x spreads indefinite
Full Sun
High
Baywalk
✓
12" O.A. /1 Gal/18" O.C.
Trachelos ermum asiaticum
Asiatic Jasmine
1-2' x 10-12'
Sun to FShade
Moderate
Both
12" O.A. /1 Gal/18" O.C.
Tradescantia paffida 'Pur urea'
Purple Heart
12-18" x spreads indefinite
FS to PS
Moderate
Both
12" O.A. /1 Gal/18" O.C.
Tradescantia spathacea
Tri-colored Oyster Plant
12-18" x spreads indefinite
FS to PS
Moderate
Both
12" O.A. /1 Gal/18" O.C.
Wedelia trilobata
Wedelia, Creeping Dais
6-12" x spreads indefinite
FS to PS
High
Baywalk
12" O.A. /1 Gal/18" O.C.
Zebrina pendula
Wandering Jew
6-12" x spreads indefinite
PS to Full Shade
Med to Low
Riverwalk
12" O.A. /1 Gal/18" O.C.
56 0 Denotes a plant that has a high tolerance for aerosol salt spray
WATERFRONT MATERIALS INDEX
Heroboi 6aywam, Planting
Size and Spacing Sun/Shade Light Salt Spray Riverwalk, Florida
Botanical Name Common Name Height x Width Preference Tolerance or Both Native Minimum Size Requirements
ORNAMENTAL GRASSES
Muhlenbegia capillaris
Pink Muhly Grass
3-5' x 2-3'
Full Sun
Moderate
Both
✓
18" O.A./ 1 Gal/ 24" O.C.
S artina alterniflora
Smooth Cordgrass
3-6' x 3-5'
Full Sun
High
Baywalk
✓
24" ON 3 Gal./ 24" O.C.
S artina bakeri
Sand Cordgrass
34' x 3-5'
Full Sun
High
Both
✓
24" ON 3 Gal./ 24" O.C.
Spartina patens
Saltmeadow Cordgrass
1-3' x 3-5'
Full Sun
High
Baywalk
✓
12"-18" ON 1 Gal./ 18" O.C./ Full
Tri sacum dact loides
Fakahatchee Grass
4-8' x 4-6'
FS to PS
Med to High
Both
✓
30" Ht./ 3 Gal/ 36' O.C.
Tri sacum floridana
Florida Gama Grass
34' x 4-6'
FS to PS
Med to High
Both
✓
24" O.A./ 3 Gal/ 30" O.C.
Uniola paniculata
Sea Oats
34' x spreads
Full Sun
High
Baywalk
✓
12"-18" ON 1 Gal./ 18" O.C./ Full
VINES
Bougainvillea glabra
Bougainvillea, Paper Flower
20-30' with support
Full Sun
High
Both
7 Gal / 5' Trl
Campsis radicans
Trumpet Vine
Spreads indefinite
FS to PS
Low
Riverwalk
✓
1 Gal
Ficus pumila
Creeping Fig
6" x spreads indefinite
FS to PS
Moderate
Both
3 Gal
Passiflora incarnata
Maypop, Passionflower
6-8' x 3-6'
FS to PS
Moderate
Both
✓
7 Gal / 5' Trl
Senecio confusus
Mexican Flame Vine
Spreads indefinite
FS to PS
Low
Riverwalk
✓
1 Gal
Tecomaria ca ensis
Cape honeysuckle
12-16' x 6-8'
Full Sun
High
Both
3G Org YI
TURFGRASSES
Cynodon dactylon
419 Bermuda Grass
2-6" x 2-6"
Full Sun
Moderate
Both
Paspalum distichum
Seashore Paspalum
6-24" x spreads
Full Sun
High
Baywalk
Stenotaphrum secundatum
St. Augustine Grass
4-12" x spreads
FS to PS
Med to High
Both
Zoysia japonica
Zoysia Grass
2-6" x spreads
FS to PS
High
Both
11IIM IAM I DDA Denotes a plant that has a high tolerance for aerosol salt spray 57
DOWNTOWN DEVELOPMENT AUTHORITY
MATERIALS
MATRIX
58
REQUIRED ELEMENTS MATRIX
WATERFRONT MATERIALS INDEX
Materials Matrix
Manufacturer/
Unifying Design Element
Item
Location
Supplier
Size
Approved Colors
Warranty
Required?
Min. Standard
(or approved equal)
3" x 12" x 3 1/8" th,
Old Castle, Earth
4" x 16" x 4" th or
Light Gray
Permeable paver
Concrete Permeable
Paved promenade
Surfaces of
12" x 6" x 3 1/8 th
Natural Gray
N/A
YES
system with marble
Paver
Pervious paved areas
America
(for heavy
Sand
chip or seashell
vehicular use only)
Buff
aggregate
3' detectable zone at
River Rock
benches and seawall
Olimar Stone
2" - 3" pebble
White/Brown
N/A
YES
Match existing
Except: Amenity Walk
Placed at western
Bayw erwalk
edge of Baywalk/
Assembled and
Aluminum with LED
Fixture, Pole and Line
f
Lightpoles
Riverwalk. Spaced
Shipped by Louis
16' - 17' ht.
Color Changing Strip
5 years
YES
of Light
Il
no greater than 60'
Poulsen
apart. 50' is preferred.
fr*1
IN
In -grade lighting
fixture
25' on center in safety
zone or circulation
Tesis round
uptight - 5181.023
Erco
or
Stainless steel
1 year
YES
Uplight: Adjustable,
LED, 7 Watts
OR
zone adjacent to the
or
for both
}�
Solar Marker
bulkhead/water
SolaTile Rigel 60
Solar Path
Marker: Solar -powered
LED
Freestanding
Passive zone. Spaced
24" chair, 69"
Marine grade
Neoliviano
no greater than 60'
Landscape
bench, or 118"
Aluminium
3 years
YES
Aluminium
Bench
apart. 50' spacing on
Forms
bench w/ center
Natural wood
Thermory o Greenheart
center is preferred.
arm
wood
Lakeside Litter
Receptacle
Trash receptacle
Min. 10' from seating
Landscape
Forms
21" x 36" x 30 GL.
Silver
3 years
YES
Side Opening
Custom Mangrove
& 150' on center
Design - Aluminium
b
District Flag
Directional Sign
Placed at both
ingress and egress of
N/A
See Page 15
See Page 15
N/A
YES
Two (2) Signs: Placed at
both ingress and egress
1
on Pole (New or
Existing Pole)
property location
of property location
�
Placed at midpoint of
One (1) Sign: Placed at
r
District Identity Sign
property location
N/A
See Page 16
See Page 16
N/A
YES
midpoint of property
location
Paving & Hardscape
WATERFRONT MATERIALS INDEX
Materials Matrix
Manufacturer/
Unifying Design Element
Item
Location
Supplier
Size
Approved Colors
Warranty
Required?
Min. Standard
(or approved equal)
'
3" x 12" x 3 1/8" th,
Light Gray
Permeable paver
Concrete Permeable
Paved promenade
Old Castle, Earth
4" x 16" x 4" th or
Natural Gray
system with marble
Paver
Pervious paved areas
Surfaces of
12" x 6" x 3 1/8 th
Sand
N/A
YES
chip or seashell
America
(for heavy
Buff
aggregate
vehicular use only)
6 x 6 x 4" th
White Portland
3000 psi after 30 days
Decorative concrete
Limited use only
Connery
Concrete
No. 10 W.W.M.
w/ thickened
cement with exposed
N/A
Optional
Cast -in -place A.S.T.M. C
paving
seashell aggregate
ype I & II
150, Type
River Rock
3' detectable zone at
Olimar Stone
2" 3" pebble
White/Brown
N/A
YES
Match existing
WL_
benches and seawall
— �
6" x 6" x 4" th
3000 psi after 30 days
Concrete with salt
Steps adjacent to the
Homestead
No. 10 W.W.M.
Gray Portland
Cast -in -place A.S.T.M. C
St.t
finish
water
Paving
w/ thickeened edg
Cement w/ Rock Salt
N/A
Optional
150, Type I & II
Finish
Apply rock salt at 5 lb./
sq ft min.
`
Anti slip mesh
Steps adjacent to the
C & R Metals
Varies
Natural Metal Finish
N/A
Optional
Stainless steel Marine
grade mesh w/ ss
water
fastening screws
Wood decking
Over -water walkways
Thermory
6 x 5/4" th
Natural
N/A
Optional
Thermally/chemically-
modified wood
Recycled Plastic
FiberFORCE
Over -water walkways
Bedford
Varies
Gray
NWW
50 Years
Limited
Optional
95% recycled content
100% recyclable
Warranty
Reclaimed wood
Wood decking
Miles Black, Miles
of Wood
Varies
Natural
N/A
Optional
Locally sourced
Greenheart
Lighting
WATERFRONT MATERIALS INDEX
Materials Matrix
Unifying Design Element
Item
Location
Manufacturer
(or approved equal)
Dimensions
Approved
Colors
Warranty
Required?
Min. Standard
Fixture:
-=
Aluminum housing with structured light grey (229)
finish. 59W LED in 3000K CCT with reflector for 55'
`
cutoff. Clear U.V. stabilized acrylic lens on both sides.
BUG rating: B1-U3-G1.
I
Pole:
Baywalk
3.5" O.D. top x 5.5" O.D. bottom pole fabricated
from 6063-T4 aluminum tubing (heat treated to T6
Baywalk
Minimum
Assembled and
Aluminum
condition after welding); with structured light grey
Lightpole
spacing:
Shipped by
17' ht.
LED Color
5 years
YES
(229) finish. 8 1/2" sq. x V thick aluminum base plate
every 50'
Louis Poulsen
changing strip
(6061-T6 alloy) with structured light grey (229) finish
on center
5.2" conduit opening slotted holes to allow for field
(or less)
adjustability.
Casambi bluetooth controller installed on pole
Line of light:
LED linear flexible of RGB color changing leds.
Aluminum extrusion assembled onto pole by hidden
screws with brushed aluminum finish.
Fixture:
Aluminium housing with structured light grey (229)
finish clear U.V. stabilized acrylic lens on both sides.
Riverwalk
Aluminium housing with structured light grey (229)
finish clear U.V. stabilized acrylic lens on both sides.
Minimum
Assembled and
Aluminum
Triangular diffuser with U.V. protection.
Riverwalk
Lightpole
spacing:
Shipped16'
by
ht. Pole
12' ht. Fixture
LED Color
5 years
YES
pole:
every
Louis Poulsen
changing tip
Taper pole; bottom diameter 6"; top diameter 3.5";
on center
0.188" wall aluminium tube with structured light grey
(or less)
(229) powder coated finish.
Hand hole with flush fitting aluminium door attached
with (2) SS C-sunk screws and powder coated finish.
I1IMIAMIDDA
DOWNTOWN DEVELOPMENT AUTHORITY
Lighting
WATERFRONT MATERIALS INDEX
Materials Matrix
Unifying Design Element
Item
Location
Product name
Manufacturer
Dimensions
Approved Colors
Warranty
Required?
Min. Standard
(or approved equal)
Spaced every
®
In -grade
25' on center
Tesis round
6 5/16" dia.
Stainless steel
Adjustable, LED, 7
Lighting
in detectable
35181.023
Erco
One year
YES
Watts
zone at
ail
nRseawall
_ -OR-
OR -
Spaced every
Solar marker
25' on center
in detectable
SolaTiiileRigel
Solar Path
R64 x H40mm
Stainless steel
One year
YES
Adjustable, LED, 7
Blue Light
Watts
-_
seawall
Tree Strapped
Lights
Planting
areas
Denali on PM2
Tree Strap
BK Lighting
Varies
Black
5 year limited
Optional
LED, 12-27 Watts -
Tree Dependant
LED,
Tree Up-
Planting
Denali on Pow-
BK Lighting
Varies
Black
5 year limited
Optional
12-27 Watts - Tree
lighting
areas
er Pipe
Dependant
Underwater
Fish Lights
N/A
Flex Tube SE
Acclaim
Variable length
Color Changing
, 3 years standard
5 years optional
Optional
RGB
LED. 3 WWatts/ft.
Underbench
N/A
iQ67 Flex Mini
Q-Tran
Variable length
White
2 years
Optional
LED, 3.3 Watts/ft.
Lighting
Mangrove
N/A
Neonlyte
Acolyte
Variable
RGB + White
5 years
Optional
Mangrove Trellis
Trellis
LED, 3 Watts/ft.
Site Furniture
WATERFRONT MATERIALS INDEX
Materials Matrix
Unifying Design Element
Item
Location
Manufacturer
Size
Approved Colors
Warranty
Required?
Min. Standard
(or approved equal)
Miniumum:
24" chair, 69"
Neolivi
Spaced every
Landscape
bench, or
Aluminium
Freestanding
Benchh
50' on center
Forms
bencha n
Natural wood
3 Years
Yes
Marine grade Aluminium
(or less) in
mceter
Thermory or Greenheart wood
passive zone.
Marine grade or E-Coat
Bench
TBD
Maglin
32.2"Ht. x 69.5"L x
Gunmetal
5 Years
Optional
Rust Proofing
MLB870
24.3"
Sandstone PCS
Thermory wood or High
density paper composite
6' & 8' Length
Dominican Shellstone
Stone & Wood
Baywalk
Sutton Brick &
2' & 4' Width
Natural Shellstone
Maglin 5 years
Optional
River rock border
Bench
Stone + Maglin
With back or
Natural wood
Greenheart wood
backless
Mangrove patterns
Dominican Shellstone
Stone & Wood
Baywalk
Sutton Brick &
Customizable
Natural Shellstone
Maglin 5 years
Optional
River rock border
Bench
Stone + Maglin
length and width
Natural wood
Greenheart wood
Mangrove patterns
Stone Donut
Sutton Brick &
6' & 10' outside di-
Natural Shellstone
Dominican Shellstone
Bench
Baywalk
Stone + Maglin
ameter
Natural wood
Maglin-5 years
Optional
Thermory or Mangrove on
sides
-
Chipman chair
TBD
Landscape
Forms
22' x 30" W x
33"Ht.
Silver
3 Years
Optional
Marine grade Aluminium
100% recyclable
I1IMIAMIDDA
DOWNTOWN DEVELOPMENT AUTHORITY
63
Site Furniture
WATERFRONT MATERIALS INDEX
Materials Matrix
Unifying Design Element
Item
Location
Manufacturer
Size
Approved Colors
Warranty
Required?
Min. Standard
(or approved equal)
it
Catena Chair
TBD
Landscape Forms
23 x 21" W x 30"
Ht.
Silver
3 Years
Optional
Marine grade Aluminium
100% recyclable
Table
Foro or Battery
TBD
Maglin
3 diameter /
36" diameter
Gunmetal
5 years
Optional
Marine grade or E-Coat Rust
Proofing
100%
Collection
recyclable
3 diameter /
Stainless Steel
Marine grade Stainless Steel or
Column Table
TBD
Forms+Surfaces
3 6 " diameter
Finish: Satin
1 Year
Optional
Aluminium
I I
100% recyclable
Chill Lounge
TBD
Landscape Forms
28" x 33"Ht. x
Baywalk & Riverwalk
3 Years
Optional
35% Recycled components,
62"L.
Color
100% recyclable
Chaise Lounge
TBD
Maglin
41.25"Ht. x
Yellow
S Years
Optional
Marine grade or E-Coat Rust
MCL720
61.9"L. x 23.5"
Gunmetal
Proofing
Min. 10' from
Side opening
Lakeside Litter
seating
Landscape Forms
21" x 36" x 30
Silver
3 Years
Yes
Custom Mangrove design
Receptacle
& 150' on
GL.
Aluminium
center
Site Furniture
WATERFRONT MATERIALS INDEX
Materials Matrix
Unifying Design Element
Item
Location
Manufacturer
Size
Approved Colors
Warranty
Required?
Min. Standard
(or approved equal)
Baywalk &
Riverwalk
TBD
Sutton Brick &
24" x 24" x 24"
Natural Shellstone
N/A
Optional
Dominican Shellstone
-
Bollard
Stone
Mangrove patterns carved
Cube Bollard
+ custom
TBD
Metalco
1.3' x 1.3' x 1.3'
Stainless Steel
2 years
Optional
Stainless Steel or
Aluminium
mangrove
Pattern
pattern
Mangrove
Waterfront
Bollard
Riverwalk
Louis Poulsen
10.2" W x 35.1" H x
10.2" L
Aluminium
5 years
Optional
Aluminium
Pet waste
receptacles and
Baywalk &
Pet Pick ups
72.4" high x 19.4"
Aluminium
Optional
Aluminium
bag dispensers -
Riverwalk
wide x 9.1" deep
Modern Dog Kit
AL .
,7
.1
Loop Bike Rack
TBD
Landscape
Forms
14" x 36" x 31"
Silver
3 years
Optional
Marinegrade Aluminium
100% recyclable
Chess Table
TBD
Landscape
Forms
27.75" x 25.5" x
Silver
3 years
Optional
Marinegrade Aluminium
100/ recyclable
32 5"
I1IMIAMIDDA
DOWNTOWN DE EIOPMENT AUTHORITY
65
WATERFRONT MATERIALS INDEX
Site Furniture Materials Matrix
Unifying Design Element
Item
Location
Manufacturer
Size
Approved Colors
Warranty
Required?
Min. Standard
(or approved equal)
Corocord Domes
& Arches
Brickell Park,
Parcel B and/
or Bayfront
Kompan
Standard
Aluminum finish and
Baywalk colors
Depending on
parts, lifetime
Optional
Hot tip galvanized steel
to two years
Park
Cocowave Pen-
delum Swing
Brickell Park,
Parcel B and/
or Baaykont
Kompan
p
Standard
Aluminum finish and
Baywalk colors
Depending on
tr
onal
Optional
pHot-tip
galvanized steel
years
Y
� P
Cross Training
fitness
Brickell Park,
Parcel B and/
or Bayfront
Kompan
Standard
Aluminum finish and
Baywalk colors
Depending on
parts, lifetime
Optional
Hot -tip galvanized steel
equipment
Park
to two years
Pebbleflex 2.0
Underneath
playground
and fitness
Landscape
Standard
Neutrals (not black)
with red accents or
5 years
Optional
Cushion layer is made from
100% post -consumer recycled
material; pebbles are made of
equipment on
Structures
blue accents
20% post-industrial recycled
the Baywalk
material, and are all recyclable
5 years
Ping Pong Table
Pink /Gray
structural
Aluminium
The
TBD
POPP
Standard
Aluminium
Optional
Concrete
Ephemeralist
2 years
treatement
am
Chess Table
TBD
Urban Conga
Standard
Baywalk & Riverwalk
Colors
1 year
O tional
p .
Powdercoated Steel
66
APPENDIX
Paving Details
HERRINGBONE PATTERN DETAIL
SCALE:NTS
RUNNING BOND PATTERN DETAIL
SCALE:NTS
68
SOLDIER LOUR
11—
8" x 8" CONC. r-
SOLDIER COL
8" x 8" REINFORCED C
BAND AT PAVERS EE
ADJECENT TO PLANTING AF
PERMEABLE PAVER EDGER DETAIL
SCALE:NTS
APPENDIX
Paving & Hardscape
AGGREGATE IN OPENINGS
BEDDING COURSE BY
PERMEABLE PAVER
MANUFACTURER
COMP. SUBGRADE BY DESIGN
ENGINEER PER PRODUCT
REQUIREMENTS.
PERMEABLE CONCRETE PAVER SYSTEM OR STONE PAVENNELOOSE FINER ROCK
. RIVER
SEE PAVING DETAILS. PUNTING
BULKHEAD
8W CONCRETE CURB CAP
BEDDING LAYER. CONCH TV. EL+S71
SEE PAVING 3' SAMETY ZONE
DETAILS SET SOLDIER RDA OF
PAVER WITH GROUT
8' LAYER OF
°
LOOS OVER GONG. CURB. ,a 1.00% as
#57 STONE
a
EL+3.43
•� a
a
OLUIER COURSE 2048 DESIGN KING TOE
°
ELEVATION +3.43
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
PROPOSED STORM
TREATMENT SYSTEM WITH
STO@RECH BY ADS. EL+2.00
USE SC-16OLP ,F
�„ 000000000000
BAYWALK DRAINAGE
i ' SELECTED FILL
RETENTION AND TRLATAENf
AREA WITH WASHED BAIUSf
i�i i i NON —WOVEN FILTER FABRIC TO BE
ROCK/4
7%� APPLIED ALONG SIDES AND BOTTOM
SINGLE LAYER OF GREDGRID
OF TRENCH
BX124GG TO BE INSTALLED BELOW
THE NON —WOVEN FILTER FABRIC
SUBBASE TYPICAL BAYWALK DRAINAGE SYSTEM
O SCALE: NTS
APPENDIX
Permeable Paver Detail
d a
A -A
p
y
t
o
_
module 304,8 / 12"
........
I I
296,$
I 62,E 38,1 /
1,5" 76,2 1 3" 38,1 / 115"
v
rn I
12x3
�.
G
T--- T
N, I
e', �'
A 1 A
_'
7 _
�
X
Y
B
X
2'
B
I 1
o?�
-CR
of
�j
_
Modellnummer
WZ-Nr,
V r6
DP-Nr.
Oil
ObRi
P&Ss
m N
Zoschnat:
Norm: Verfahren: _
Aqua
A
open area: 8,5%aa
dDrain �296,IIx68,2x80
R� )
According to General terms and conditions KOBRA
fa_e no, 08.1211810.00326
body no: 07 1211806 . 000,09
@.1211rx6.(OSO
rnot responsiblefor anyinfringements protectetl
i
rghts and third party claims of shown designs and
SUrfdCe: 0,23 ft2
09,121181600007.IDW1
,
therefore delivered products.
volume: 0,059 ft3
i
I1IM IAM I DDA 69
DOWNTOWN DEVELOPMENT AUTHORITY
A -A
D _ module 364,13 ! 12" _ Y
f D
62,7 36,1 i 1,5"` 76,2 / 3" 3811 1 115" R15 -_ -
------ r ------------
x �
I � c
12X6
i ..
v�_......... 7
T -T
E _ A A
N
i
------- - _---_—_—
Y B
X
90° of �
1
r
ModeCI nummer
WZ-Nr.
x......___i__ "n DP-Nr.
�l ktl pklq� Zuschnitt-
N°nn: V.rcah—
�' o Aqua Drain 296,8x144,4x80
A open area: 5,12% spm7rmdW1daia(hy37
A
face no: 08.1211810.00025 m.1i81.f0�
According to General terms and conditions KOBRA body no: 07.1211806.000GB
is not responsible for any infringements of protected 09.1211816.00006.IDW1 �1
rights and third party claims of shown designs and Surface: 0,47 ff' -
therefore delivered products. votume: Q124 ft' w+ �. y, ti �ersz-, rmaarr.m2ltlm
70
APPENDIX
Permeable Paver Detail
BUG RATING: B7-U3-G7
205'
1 17FT )
r~ 37.5"
® 6.5"
�I--4.0" STRAIGHT
3.5" O.D. ALUMINUM POSTTOP WITH
CTO ICTI IRFn I IGHT GRFY (229) FINISH
LED LINEAR FLEXIBLE OF BOB
COLOR CHANGING LESS
ALUMINUM HOUSING WITH STRUCTURED LIGHT
GREY (229) FINISH
14%oliFOR LED IN 3000K CCT WITH REFLECTOR
FOR 55° CUTOFF (NOT SHOWN)
�-CLEAR U V STABILIZED ACRYLIC LENS ON BOTH SIDES
POLE CROSS SECTION LED LINE FLEXIBLE OF RGB
COLOR CHANGING LIDS IN
SEALED ENCLOSURE
ALUMINUM EXTRUSION ASSEMBLED
ONTO POLE BY HIDDEN SCREWS
WITH BRUSHED ALUMINUM FINISH
CAST ALUMINUM HANDHOLE
REINFORCEMENT FRAME WITH
A FULL CIRCUMFERENCE WELD,
2318" x 4 112" NOMINAL OPENING
TAPPED 318-16 HOLE FOR
A GROUND SCREW
(SCREW PROVIDED BY OTHERS)
ELECTRONIC LED DRIVERS FOR
120.277V OPERATION WITH
DIMMING(0.10V)WITH LED LINE
DRIVER AND BLUETOOTH
CONTROLLER
HANDHOLE DETAIL
/ LED LINE BOTTOM AT 24 INCHES ABOVE GROUND S.5 5.2" CONDUIT
HAND HOLE WITH FLUSH FITTING ALUMINUM OPENING
DOOR ATTACHED WITH (2) SS C SUNK SCREWS
/ 45 IS STRAIGHT SECTION REQUIRED FOR S.5" B.C.
WELDING INTERNAL FRAME FOR HANDHOLE v
i 1 1/4" LEVELING GAP TO BE T
FILLED WITH GROUT TO ASSIST
IN PREVENTING MOISTURE FROM ALUMINUM DART COLLAR
ENTERING POLE (BY OTHERS) SLOTTED HOLES TO ALLOW
(4)9/4"x24"HOT DIP 81/2"SQx1"THICK ALUMINUM FOR FI EL
ADJUSTABILITY
——GALVANIZED STEEL ANCHOR BA
SE PLATE (sosl-TS ALLOY) BASE PLATE DETAIL
WITH STRUCTURED LIGHT GREY
BOLTS ON AT 314"NOMINAL (229)FINISH (CONTACT FACTORY FOR FULL
BOLT CIRCLE AT 90° SIZE BOLT LOCATION TEMPLATE)
e
a5^ o o. TOP x a5^ o o. BorroM POLE FABRICATED FROM 6063 T4 (OILS AMe: Miami Bayfront Park
ALUMINUMTUBING (HEAT TREATED TO T6 CONDITIORAFTER
WELDING) WITH STRUCTURED LIGHT GREY (229) FINISH P RMESEEM PARK LED FIXTURE/CURVED TAPER POL
FaoM.. St SAPI NJ9 95
NOTES. 'TAW � 7/19/2018 .,.......� "
1. FINISH'. ASNOTED °p°"�""""°`°"`°`"`"` TEaI aslo
2. VOLTAGE. 120-277V v iox L AS NOTED C
3. POLE IS RATED FOR 132 MPH/170MPH (AASHTO - ESHE
c No
2o13/FBC 2014) WITH A 3 SECOND GUST FACTOR NTS sH 1 OF 1 131-1947D-DD1
I1IM IAM I DDA
DOWNTOWN DEVELOPMENT AUTHORITY
APPENDIX
Baywalk Lightpole Detail
7,
FABRICATED ALUMINUM HINGE AND ROUND ROD 01.5" IN
POWDER COATED FINISH
FABRICATED ALUMINUM HINGE WITH RUBBER PAD TO
RESTON FIXTURE TOP. CANNOT BE ATTACHED
FIXTURE DUE TO THERMAL EXPANSION ALLOWANCE
23.9"
03.5" ALUMINUM TUBE
TAPER POLE; BOTTOM DIAMETER 6"; TOP
DIAMETER 3.5"; 0.188" WALL ALUMINUM
TUBE WITH STRUCTURED LIGHT GREY
(229) POWDER COATED FINISH
10.25"
MAX.SQUARE
120.1
HAND HOLE WITH FLUSH FITTING ALUMINUM
0 10.26"
[ 10'-.1" 1
DOOR ATTACHED WITH (2) SS C-SUNK
SCREWS AND POWDER COATED FINISH
8.75" M
CAST ALUMINUM SPLIT BASE
COVER WITH POWDER COATED HANDHOLE
FINISH
0 14.0"
BASE PLATE DETAIL
1 1/4" LEVELING GAP TO BE FILLED WITH
(CONTACT FACTORY FOR FULL SIZE
GROUT TO ASSIST PREVENTING
BOLT LOCATION TEMPLATE)
MOISTURE FROM ENTERING POLE (BY
OTHERS)
(4) 3/4" x 24" HOT DIP GALVANIZED
STEEL ANCHOR BOLTS ON A 91/4"
NOMINAL BOLT CIRCLE AT 90° AND 31/2"
NOTES:
1. FINISH: AS NOTED
BOLT PROJECTION
2. VOLTAGE: 120-277V
72
PRELIMINARY DESIGN
SUBJECT TO CHANGE
LOUIS POULSEN RESERVES THE
RIGHTS TO CHANGE THE DESIGN
WITHOUT ALTERING THE
APPEARANCE SIGNIFICANTLY
ELECTRONIC DIMMING (0-10V) DRIVER FOR
120-277V OPERATION (NOT SHOWN)
INCLUDES BLUETOOTH CONTROLLER UNIT
FOR COLOR CHANGING OF FRONT ACCENT
ALUMINUM HOUSING WITH STRUCTURED LIGHT
GREY (229) FINISH
ACRYLIC DIFFUSER WITH UV PROTECTION
RGB COLOR CHANGING LED FOR GLOW WHEN
FIXTURE POWER IS ON
'-59W LED IN 3000K CCT WITH REFLECTOR FOR
55° CUTOFF (NOT SHOWN)
LEAR U.V. STABILIZED ACRYLIC LENS ON BOTH SIDES
NOTES
LED WATTAGES SPECIFIED ARE SYSTEM POWER. LED TECHNOLOGY IS RAPIDLY CHANGING. LOUISPOULSEN
RESERVES HEHIGHI OUPDAIE HELED(S)ANDIORDRIVERS) OIMPROVEI'ERFURMANTEWHHLOWER
POWER CONSUMPTION AND/OR HIGHER LUMEN OUTPUT WITHOUT NOTIFICATION.
LEGS ARE MADE IN LOTS AND SORTED INTO BINS BASED ON WAVELENGTH RANGESTHAT ACHIEVE COLORS.
LOUIS POULSEN MUST RECEIVE THIS DRAINING WITH APPROVAL SIGNATURE PRIOR
TO THE DEVELOPMENTAND MATERIAL PURCHASE OF THIS ITEM. ANY MODIFICATION
OF THIS DRAINING NOT DONE BY LOUIS POULSEN IMLL INVALIDATE THE QUOTATION.
DELAYS IN PROVIDING DRAWING APPROVAL WILL IMPACT DELIVERY TIMELINE.
iOtIIS�+
JOBNA
Miami Baywalk-Riverwalk
BAY
TITLE:
TITLE
IN
Ne°MIO za 2121
MOD. SI(I SAP
QUOTE NO.:
Ax M113as2
FROM:
20065090
PROPPIETARYAND
DRAWN BV:
DATE:
APPROVED BV:
TYPE:
CONFIDENTIAL
THE N'o"AToN'oNTANED
DAN
7/19/2018
MATERIAL:
VERSION: 0.
PROPERTY OF LOU ' PoULGEN
USA NO ANYIEPIODU ON
AS NOTED
NUAI Le
SCALE: ISIBEET'.
DWI. NO.:
PERMISSION IS PROHIBITED
NTS
1 OF 1
131-19642-001
APPENDIX
Riverwalk Lightpole Detail
OOLOOOO
Product Data Sheet
Bench
• Benches are available Lacked or backless.
Jo m� t .end —rnni t_ ,rnmdkd.
• Supports come in an anodized finish with no color options.
• Available only In Jarrah—extenor or'ntenorfinishes
Finishes
,vin,111 d Aluminum I inish , Surr-,P,
-Unfinished Lxtenor Woods.
• Inten or Woods with Lr 80 Finish.
Designed by Santa & Cole
I1IRIAM I DDA
DOWNTOWN DEVELOPMENT AUTHORITY
hol, L.,.,i,.on ,L .n:mIaa ;woma Lo rI ;lm
It has ar s f r e#ra comfort. Its slim pr file coupled w h a si rig C t aluminum st cture
and wood slat seat and back make It versatileseating for both public and private spaces.
BACKED
—LE
DEPTH
WIDTH
HEIGHT
WEIGHT
EICHT
s dox-or
BACKLESS
STYLE
DEPTH
WIDTH
HEIGHT
PROICHTT(
aSit ou r lardscapeforms. com for more In formation. Sped ficati on are sit biectto change withou trot cc
Lan bscape Forms supports the Landscape Architecture Foundation at the Seconb century Ieuel.
02of fi Landscape Forms, Inc. Panted In U.S.A.
Lan escape Forms, I no 1800552125461 F269. 381345517800 E Mangan Ave., Kai amazoo, MI 49043
APPENDIX
N EOL \ V / A IlO Baywalk & Riverwalk Bench Details
Materials / Colors �
Wood
Extenor woods weather to a warm, pewter gray, no finish Is applied so no maintenance Is required. Available In Jarrah and Domestically Sourced
Thermally Modified Ash (DSTMA) exterior wood. Special stain may be specified for interior woods. Pricing for standard woods and options vanes,
see Price Book (P) = Premium Woods
exterior no finish
Tureh )P; DSTMA
Aluminum
•
alurrinurr
interior LF-80 finish
al
Tureh IP; DSTMA
NEOLIVIANO IS MANUFACTURED USING THE FOLLOWING MATERIALS:
Material Parts Recyclable
aluminum bench supports 100%
wood seat/back panels 100%
Finishing
Supports are treated with Alodine® to provide corrosion protection.
Landscape Forms wood furniture for outdoor use is manufactured from wood species that weather naturally in outdoor settings to a
beautiful pewter gray. We do not apply paints or finishes to these products and do not recommend the use of finishes which would
require ongoing maintenance programs as the wood weathers. Our wood furniture for indoor use is finished with LF 80, a clear,
catalyzed low-VOC acrylic finish.
Packaging Materials Parts Recyclable
biodegradeable plastic product bagged to protect finish 100%
recycled skid 100%
cardboard with 35% recycled content 100%
To find local recyclers visit: for steel: www.recycle-steel.org; for cardboard: www.corrugated.org.
CARE AND MAINTENANCE
Neoliviano is designed and engineered to live a long, useful life in outdoor spaces without the use of chemical cleaners to main-
tain the finish. The durability, longevity and low maintenance of our products contribute to responsible stewardship of the earth's
resources.
Metal: Clean surface as needed using a soft cloth or brush with a mild detergent. Avoid steam cleaning, abrasive cleansers, carbon
steel brushes/wools and cleaners containing chlorine.
Wood: Exterior woods require no maintenance. If desired, the surface may be scrubbed with warm soapy water and soft bristle
brush. Pressure washing, steel wool/wire brushes are not recommended. Heavily ingrained stains may be sanded away with fine
grade sandpaper worked in the direction of the grain. Sanded wood will weather to a gray patina. Interior woods require only dusting
or occasional cleaning with a good -quality furniture polish.
73
Standard One Way Stone Bench with Wood
ALUM BACK SUPPORT
SOLID ALUM. DOWEL, 3M" DIAM.,
MAT. MILL FINISH, COPPER FREE
WELDED TO THE BACK
OPTIONAL WOOD INLET
RECLAIMED WOOD
STONE BENCH, RE: SPECS
FINISH: HONED
RIVER ROCK DETECTABLE PAVEMENT
WIFH MORTAR BED 3INCHES.
PERMEABLE PAVERS WALKWAY,
SEE PAMNG PLANS
---- C.I.P. CONCRETE FOUNDATION
_ __ ___ ___ ___ ___ ___ ___ ___ _= �=III=III=•III III=
f III III III III III III III III III III III III III III III III III III III III III — —
2' X 112' TH. METAL PLATE
WELDED TO BACK SUPPORT,
BOLT TO STONE BENCH,
SUBMIT SHOP DRAWINGS
RIVER ROCK DETECTABLE PAVEMENT
WITH MORTAR BED 3INCHES.
COMPACTED SUBGRADE
74
SOLID ALUM. DOWEL, 5/8" DIAM., NAT. MILL
FINISH, COPPER FREE SPACED 1-112" O.C.
SOLID ALUM. DOWEL,3/3"DIAM., NAT.
MILL FINISH, COPPER FREE WELDED
ALUM. BENCH FRAME, z" THE. 2',
NAT. MILL FINISH, COPPER FREE
OPTIONAL WOOD INLET
RECLAIMED WOOD
STONE BENCH, SEE SPECS,
FINISH: HONED
1" MORTAR BED
CO NC. WALKWAY, w/ TH. REIN. BASE AT BENCH &2"
RISER FOR HORIZ. SET. SEE STRUCTURAL, PAMNG PLANS
4" 13 GAILY. DOWEL SET IN NOW SHRINK GROUT
i"X 2114' DEEP SLOT TO RECEIVE DOWEL, CONT.
NOT TO ENDS) TYP. AT BOTTOM OF SEAT
CAST DOWELS IN CONCRETE FOUNDATION
CIP CONCRETE FOUNDATION
APPENDIX
Standard Stone Bench Details
Standard Two Way Stone Bench
ILI
RV.
u
L. I`yA-9—
III nouEc Neo rtx;
— I`.rci,xv. sEE ex�ws
cUn arrEo unlEnpc�. n cu eto[ucn
0 2' 4' 6'
SCALE: 3/8" = V-0"
APPENDIX
Stone Donut Bench Detail
OPTIONAL WOOD TOP
CIRCULAR STONE BENCH,
SEE SPECS, FINISH: HONED
1/2" MORTAR BED
LED TapeligM, car¢.
CONC. WALKWAY, w/ TH. REIN. BASE
AT BENCH & 2.5" RISER FOR HORIZ. SET.
SEE STRUCTURAL, PAVING PLANS
4" A3 GALV. DOWEL SET IN NON-
SHRINKGROUT
1"X 21/4' DEEP SLOT TO RECEIVE DOWEL, CONE.
(NOT TO ENDS) TYR AT BOTTOM OF SEAT
CAST DOWELS IN
CONCRETE FOUNDATION
CID CONCRETE LOU RATION
14 REHM 12" O.C.
COMPACTED SUBGRADE
CIRCULAR ONE BENCH,
B9101R S""B"'NOIED
SEE SPECS, FINISH: HONED
112"MORTAR BED
LED TapeligM, C"
CONC. WALKWAY, w/ TH. REIN. BASE
AT BENCH & 2.5" RISER FOR HORIZ. SET.
SEE STRUCTURAL, PAVING PLANS
4" #3 GALV. DOWEL SET IN NON -
SHRINK GROUF
1"X 21/4" DEEP SLOT TO RECEIVE DOWEL, COST.
(NOT TO ENDS) TYP. AT BOTTOM OF SEAT
CAST DOWELS IN
CONCRETE FOUNDATION
CID CONCRETE FOUNDATION
, REBM 12" O.C.
COMPACTED SUBGRADE
SCALE: 3/8" = V-0"
I1IM IAM I DDA 75
DOWNTOWN DEVELOPMENT AUTHORITY
RIVER ROCK DETECTABLE PAVEMENT
WITH MORTAR BED 3INCHES.
COMPACTED SUBGRADE'
SECTION
4", Con(. _ __goo,
RECEDED MANGROVE PATTER ON
EVERY SIDE, SEE GUIDELINES.
STONE BOLLARD, SEE GUIDELINES,
FINISH: HONED
1"MORTAR BED
CONC. WALKWAY, w/ TH. REIN. BASE AT BENCH d 2"
RISER FOR HORIZ. SET. SEE STRUCTURAL, PAVING PLANS
4" 13 CAM DOWEL SET IN NONSHRINKGROUT
1"X 2114" DEEP SLOT TO RECEIVE DOWEL, CONT.
(NOT TO ENDS) TYP. AT BOTTOM OF SEAT
CAST DOWELS IN CONCRETE FOUNDATION
SIR CONCRETE FOUNDATION
APPENDIX
Stone Bollard Detail
PLAN VIEW
0 2• 4• 6•
SCALE: 3/8" = V-0"
APPENDIX
Mangrove Trellis
iIr
13
e
i.
1'-2
a'a^
^ x'n^ is'-u•
a'-Im.10
a
/x�
i 5
m
n
^
�
--
FOUNDATION PLAN
5CCLE: 3B = -0
I1IM IAM I DDA 77
DOWNTOWN DEVELOPMENT AUTHORITY
ALUMINUM FRAME PLAN
—11-
FOUNDATION PLAN NOTES:
L THE ALIT 1— caNNEc - io EE -DEp ALL AP IIND WIT4 SA Ely
78
LEGEND:
O a -m — PIPE - —E .m
a —Eou —
oTi -M-1-11g-scuEou�E
APPENDIX
Mangrove Trellis
GENERAL 5TRUCTIARAL NOTES:
I. ALL Mardc 5HALL wNTORn To RCRIpA PHL-11TH LWn.
s. SHAu wEREr ALL DISIrvo1INII�cT.Er�INEER
CR
IS PnNc�IUTrue DRAWING SAANL IL -IN Hls APrPRro
eE �DRE r-r:ocEEplrK, wITN u�d:.
3. ALL ALIMWIJM 5HALL BE TIRE 5051-TP, IJULE55 NOTED OTHERWSE NNDI
s. TTPRENERS pIRECTLT IN COMACT WITH ALMMINMT MEMBERS
SHALL BE ALIIMINNt STAINLE55 STEEL OR ELEGTRO GALVA 1- STEEL
5. MM PART5 544L BE WELDED WITH AN INEW-.na SHELDED ARC OR
RES— MELDING PFa.-E.S RIM WELDING 15 HM ALLOWEP EILLER
ALLOTS 5HALL BE AS ATER(,AN MELDING SO(,IETT SPECIFICATIONS A561 11
ALL MELORY.r SHALL BE FORFORtED LIT CERTIFIED WELDERS.
6. DUR-ERECTIgyALMTMIM STRUCTURES SHALL BE ALE—TE-1 BRACED
PASfENEP TO RESIST LEAP -Wllm ANL ERECTION LaApS
T, ALWHI UM IN CONTACT WITH NCH -COMPATIBLE METALS SJCH AS STEEL
B. D SHALL BE PROTECTEL WITH TWO
COATS Ci ALUMINI➢t METAL-AND-MASONRT PAINT.
A L U M I N U M P I P E
DIMENSIONS AND PROPERTIES
Wi51DE INSIDE
PIPE 51ff WALL
NCMINPL YVIED RELL£IGNT I 5 J
DLMETER DWMETER TNIGCNE55 AAA Na. in Ibrtt i i i i
5815 153 Iq5
3509 355 53
SECTION PIPE
APPENDIX
Mangrove Trellis
F O O T I N G S C H E D U L E
MdpG SIZE REIN—EMENT REMARKS
DoE€wni BIMIINa9 rAniING.� / / h Bert- i AINLF55
a O
FOOTING DETAIL 4" TO 4" CONNECTION DETAIL
BASE PLATE
SECTION A -A
3" TO 4" CONNECTION DETAIL n
I1IM IAM I DDA 79
DOWNTOWN DEVELOPMENT AUTHORITY
SIGNAGE WIND LOAD REQUIREMENTS
1609.1 Applications.
Buildings, structures and parts thereof shall be designed to withstand the minimum
wind loads prescribed herein. Decreases in wind loads shall not be made for the
effect of shielding by other structures.
All exterior wall coverings and soffits shall be capable of resisting the design
pressures specified for walls for components and cladding loads in accordance with
Section 1609.1.1. Manufactured soffits shall be labeled in accordance with Section
1710.9 of this code.
1609.1.1 Determination of wind loads.
Wind loads on every building or structure shall be determined in accordance with
Chapters 26 to 30 of ASCE 7 or provisions of the alternate all -heights method in
Section 1609.6. Wind shall be assumed to come from any horizontal direction and
wind pressures shall be assumed to act normal to the surface considered.
Exceptions:
1. Subject to the limitations of Section 1609.1.1.1, the provisions of ICC 600 shall be
permitted for applicable Group R-2 and R-3 buildings.
2. Subject to the limitations of Section 1609.1.1.1, residential structures using the
provisions of AF&PA WFCM.
3. Subject to the limitations of Section 1609.1.1.1, residential structures using the
provisions of AISI 5230.
4. Designs using NAAMM FP 1001.
5. Designs using TIA-222 for antenna -supporting structures and antennas, provided
the horizontal extent of Topographic Category 2 escarpments in Section 2.6.6.2 of
TIA-222 shall be 16 times the height of the escarpment. Design using this standard
shall be permitted for communication tower and steel antenna support structures.
80
APPENDIX
Signage Specifications
6. Wind tunnel tests in accordance with Chapter 31 of ASCE 7.
7. Wind loads for screened enclosures shall be determined in accordance with
Section 2002.4.
The wind speeds in Figures 1609A, 1609B and 1609C are ultimate design wind
speeds, Vult, and shall be converted in accordance with Section 1609.3.1 to nominal
design wind speeds, Vasd, when the provisions of the standards referenced in
Exceptions 1, 3, 4 and 5 are used unless the wind provisions in the standards are
based on Ultimate Wind Speeds as specified in Figures 1609A, 1609B, or 1609C or
Chapter 26 of ASCE 7.
1609.1.1.1 Applicability.
The provisions of ICC 600 are applicable only to buildings located within Exposure B
or C as defined in Section 1609.4. The provisions of ICC 600, AF&PA WFCM and
AISI 5230 shall not apply to buildings sited on the upper half of an isolated hill,
ridge or escarpment meeting the following conditions:
1. The hill, ridge or escarpment is 60 feet (18 288 mm) or higher if located in
Exposure B or 30 feet (9144 mm) or higher if located in Exposure C;
2. The maximum average slope of the hill exceeds 10 percent; and
3. The hill, ridge or escarpment is unobstructed upwind by other such topographic
features for a distance from the high point of 50 times the height of the hill or 1 mile
(1.61 km), whichever is greater.
1608.3 Ponding instability. FIGURE 1609A
Susceptible bays of roofs shall be evaluated for ponding ULTIMATE DESIGN WIND SPEEDS, VULT, FOR RISK
instability in accordance with Section 7.11 of ASCE 7. CATEGORY II BUILDINGS AND OTHER STRUCTURES
SECTION 1609 WIND LOADS
250
140
150
1.s Yalues ar uNlm deal..
e
rt O.N0 ¢tour .round f.rM1Fxpw.re t [at-
2�y
3s. �
lut o r �noliausa mr�lmeWirim auee 170
n.aiL x e�e.lnea ea�ra.nuawl minaocdndl�
5. m a e.e.a. •.rre.d.aa m an�l.at 180\
(Rnnx.l Fnc�eedencerPreR.bia:ty ,"....193.5
RRl = ]Ba .¢drat.
130
APPENDIX
Signage Specifications
SIGNAGE WIND LOAD REQUIREMENTS
All signs must meet 125 MPH wind load design
requirements of the Florida Building Code.
FIGURE 1609B
ULTIMATE DESIGN WIND SPEEDS, VULT, FOR RISK
CATEGORY III AND IV BUILDINGS AND OTHER
STRUCTURES
120
�••T
\\
150
� 'R q. xw.
\ 150
15@ 140 130
150
170 150
16
.+n
1
17
130
�.
1.e Vales are ultimata GesiR. 3-sec.rd ..st
.�
a
°4
160
,•:M xd..ex :. dl.x Rer R..r ai.1 .
-
1.
mVe <. s
rtinenr
Fi�aa> am
170
2.linerp.laet.n x.... eme..n 1
:x r.•.iet.a p
140
1. �...a. fart .e
t ys+
last as au. �
3s per�lttaed.
n s and cma 1 aee,. mkzia
sd.etl
ea mr . tBeM1cuastal area �
4.t ircaln. ream 170
:d.r�.�.l.ar,�."k�sas
last centaur still use tM1e last xintl
.. w w tM <..xt.l ar 1
a nw
Rrmneerel'e�x, ^ea �
eye e..,.m
9i•as.:.a xreedx <. r:...a t. ad.rwl�R.lr 19 190
.
s. dma�e.m < ....a m •wr.e:..rrlr
160 m,
180
• A or mntuty .r <..d.e<. i. se y..r
MM ua' F eerie < 4r.NaM]irY = 0. .
R: , r r rsl. 190red<e
Ha" r. r I—,
200
170
w_ 200
I1IMIAMIDDA ul
DOWNTOWN DE ELOPMENT AUTHORITY
GENERAL RSM DESIGN SIGNAGE SPECIFICATIONS
November 2018
These general specifications addressing signage and graphic elements within the
attached package are intended for the signage fabricator, and are a supplement
and subservient to the general project specifications provided by the Owner,
developer, or architect of record. The sign fabricator is responsible for obtaining
and complying with the referenced general project specifications in addition to
these signage specifications.
This document has been assembled by RSM Design with the expectation that
the sign fabricator will meet the following quality and performance requirements.
The acceptance of these drawings by the sign fabricator constitutes agreement to
comply with the following conditions. The Owner will hold the sign fabricator to
these requirements as part of their contract obligations.
I. INDEMNITY
These signage drawings are for design purposes only and are not intended to
be used for construction. Anyone who uses these designs for construction does
so at their own risk. Owner, and Owner's agents, servants and employees who
use these designs ("Indemnitors") agree to indemnify and hold RSM Design, its
officers, directors, agents, servants and employees ("Indemnitees") harmless from
any and all claims, liability, cost, losses, damages, recovery and expenses (including
attorney's fees, court costs and expert witness fees) incurred by Indemnitee arising
from any claims involving these designs or any other work done by Indemnitee.
The following package represents the signage and graphics scope as understood
by RSM Design throughout the design process and at the time of issuance. RSM
Design cannot be held responsible for alterations, changes, value engineering, and
other modifications made to the signage scope and fabrication methods without
the inclusion of and consent of RSM Design prior to fabrication and installation.
With the acceptance of this package by the Owner, developer, and/or architect
of record, all of the designs represented in this package have been reviewed (and
approved unless RSM Design is notified otherwise) by the architects of record and
the client for original design intent, placement, appropriateness, and functionality.
All location plans and location elevations represented in this package may not be
representative of the existing built conditions. The sign fabricator is responsible
for verifying all existing conditions (dimensions, backing, accessibility, electrical
accessibility, other conditions) prior to fabrication and installation.
Conflicts / Contradictions with Drawings or Existing Conditions
The contractor should recognize and bring to RSM Design any conflicts or
contradictions either in regards to these drawings or existing conditions or as they
relate to other disciplines or contractors. All conflicts should be described in writing
and the sign fabricator is to provide alternative solutions to resolve the conflict. All
conflicts are to be resolved and any changes approved by RSM Design and client
prior to sign fabrication.
82
Roles and Responsibilities
RSM Design's role on this project is for the design intent and aesthetic look of each
sign and in coordination with the overall project design team. The sign fabricator is
responsible for all structural, mechanical, fabrication, details of the signs (venting,
waterproofing, safety, etc.), Engineering of the signs construction coordination,
and installation of all signs. The sign fabricator is responsible for meeting all local
and national codes, ordinances, and laws associated with these designs and their
construction documentation.
Sign fabricator to inform owner, developer, general contractor, and RSM Design
that the sign package has been submitted to the local governing municipality or
city for review and plan check, and any variances have been approved for the signs.
General Notes
1. It is the sign fabricator's and installers responsibility (when in scope) to:
a. Remove all existing signs as noted and dispose of them legally.
b. Patch and repair any damage to wall surfaces and surrounding
finished floor, at or adjacent to sign, caused by removal of existing
sign.
c. Remove Legal, Warning, Code Required or ADA signs only when
replacement sign is to be installed; and temporary sign(s) to be
provided as needed for safety measures.
d. Advise RSM Design of any existing signs not accounted for in
RSM Design's sign package.
2. Sign fabricatorto verify all locations and conditions prior to fabrication and notify
RSM Design of any changes or conflicts within the design package.
3. Sign fabricator to have signed approval on all final sign messaging and locations
with client or general contractor prior to fabrication. RSM Design to be notified of
any changes or comments.
4. Renderings in RSM Design's package are illustrative and conceptual in nature;
measured, dimensioned drawings, and messages in this document govern.
S. All exterior signs to have appropriate water proofing and weep holes to discharge
any internal moisture. Signs must contain internal light baffles to shield any light
leakage coming from weep holes or seams.
6. Sign fabricator to detail and provide all necessary mechanical or non -mechanical
ventilation for signs (exterior and interior) to keep signs from overheating or
condensation building up. If vents or ventilation devices alter the design intent,
RSM Design is to be notified prior to fabrication.
7. Sign fabricator is responsible for all engineering of internal structure, engineered
connections, mounting assemblies and foundations.
8. Where signs will be anchored to concrete, sign fabricator to provide steel plate
with epoxy set anchors (xray to avoid existing rebar). Where signs will be located
on brick, locate anchors at grout where brick occurs and tie into existing concrete.
(Per engineeering)
APPENDIX
Signage Specifications
9. Sign fabricator's drawings to be based off of their original documentation and
drawings, and are not to be "copies" of or re -formatting of RSM Design's original
design drawings.
10. Sign fabricator is responsible for securing and paying for all permits, insurances,
inspections and tests required by governmental agencies.
11. Sign fabricator is responsible for verifying and ensuring compliance with all
ADA, OSHA, Fire Department, environmental regulations and all other applicable
governing code requirements.
12. RSM to provide typical design ONLY for evacuation maps, it is the responsibility
of the sign fabricator to verify and design all remaining maps required prior to
submitting to the fire authority for approval.
13. RSM to provide typical design ONLY for directory maps, it is the responsibility
of the sign fabricator to verify and design all remaining maps required prior to
submitting to the client and RSM for approval.
14. All mock-ups to be produced and submitted in a timely manner to allow ample
time for review and changes (if needed) to meet all fabrication and installation
schedules.
PERFORMANCE INFORMATION NON -DISCLOSURE AGREEMENT
All ideas, designs, arrangements, and plans indicated or presented by these
drawings are owned by and are the property of the Redmond Schwartz Mark
Design, Inc. (RSM Design) and the project Owner, and were created, evolved, and
developed for use on and in connection with the specified project ONLY. These
designs and details cannot be used on any other project. None of such ideas,
designs, arrangements or plans shall be used by or disclosed to any persons,
firm, or corporation for any purpose whatsoever without the written permission of
Redmond Schwartz Mark Design Inc. and the Owner. Any and all inquiries in this
regard by outside parties should be referred to RSM Design. It is required that
all original artwork furnished by RSM Design be returned upon completion of this
project.
For the purpose of this package and these specifications, the term "Contractor'
shall mean sign fabricator or sign contractor and the term "sign" shall refer to
any fabrication, object, or article of graphics or furniture described in these
drawings and/or specifications. The acceptance of these drawings by contracted
general contractors, vendors, bidders, sign fabricators, or sub -contractors and their
agents constitutes agreement to all of the following conditions outlined in these
specifications.
DESIGN INTENT AND SHOP DRAWINGS
A. Details on drawings indicate a design approach for sign structures but do
not necessarily include all fabrication details required for the complete structural
integrity of the signs. It shall be the responsibility of the contractor to perform
the complete structural design of the signs and to incorporate all the reasonable
safety factors necessary to protect the Owner, general contractor, and RSM Design
against public liability Sign fabricator also to be responsible for the detailing and
inclusion of all necessary water proofing, proper ventilation devices, and internal
lighting specifications in their shop drawings.
B. Fabrication and installation design: Unless otherwise directed by Owner,
design to withstand severe public abuse, souvenir theft or vandalism, but
not less than equivalent of resisting simple hand implements and tools
(screwdrivers, knives, coins, keys, and similar items), and adult physical force for
approximately 10 minutes. All fabricated signs shall also be built to withstand
normal maintenance operations used by employees/staff.
C. Electrical Design: Contractor shall specify all internal and external electrical
and internal lighting components to be used to illuminate sign elements.
Major, large scale elements may require the involvement of a licensed lighting
designer at the sole cost of the Owner. Final coordination of fixture type,
lamping, quantity and locations to take place between Contractor, general
contractor, and Owner, as well as selected lighting designer for suitability in
attaining desired appearance and/or effect.
a) Actual installation of lighting fixtures not contained within the sign element(s)
must be performed by a licensed electrical contractor or equivalent for the
location of the project.
b) Sign connection to existing electrical power on site, if more than (6) feet from
sign element(s), must be performed by a licensed electrical contractor. Sign
fabricator to coordinate necessary electrical requirements and locations with
the general contractor.
c) When requested by the Owner and RSM Design, lighting mock-up(s) shall be
provided using the specified fixtures or lamps, either in -shop review, or on -site
evaluation, to determine the effectiveness of the desired lighting scheme and
to the approval of the Owner.
d) If required, sign fabricator to submit calculations signed by a registered
professional lighting engineer in the area or country of the project to Owner
for review.
e) Sign fabricator to submit certification of conformance to UL (or similar in the
area or country of the project) requirements for sign construction.
D. Resulting working drawings, shop drawings, and contract documents
including permit documents are the sole responsibility of the Contractor in
every respect. Contractor is responsible for obtaining all permits in the area,
local municipality, or country of the project's location.
E. RSM Design will review the submitted shop drawings only for conformance
with general design intent, and will in no way be responsible or liable for any
results of construction from approved working drawings, material selection,
shop drawings, contract documents or any other agreements other than
agreement with the Owner authorizing these documents.
F Sign fabricator to submit shop drawings for review and approval obtained
by RSM Design and Owner prior to any fabrication begins. Should fabrication
that has begun and might need to be changed prior to obtaining approval of
shop drawings, sign fabricator to assume all costs associated with the changes.
G. Sign fabricator to make corrections to and resubmit any shop drawings not
approved.
IV. QUALITY ASSURANCE
A. Quality of Workmanship.
I1IMIAMIDDA
DOWNTOWN DEVELOPMENT AUTHORITY
The Contractor shall be responsible for the quality and delivery of all materials,
and workmanship required for the execution of the contract including the
materials and workmanship of any firms or individuals who act as his or her
subcontractors. It is desired that the Contractor for work of this type shall
have in-house, broad knowledge, diverse shop and field experience, flexibility,
coordinating ability, skilled craftsmen, and physical labor as necessary as well
as facilities to produce quality products. Contractor shall be responsible for
providing subcontractors with complete and up-to-date drawings, specifications,
graphic schedule and other information issued by RSM Design.
B. Performance.
The contractor shall base his or her proposal on the performance of all services,
including all items of labor, material and equipment required for the complete
fabrication and installation of the specified work (and these specifications)
within the time frame agreed to by Contractor, Owner, and RSM Design.
C. Dimensions.
Written dimensions on the drawings shall take precedence over scaled
dimensions. Contractor shall verify and be responsible for all dimensions and
conditions shown by these drawings as they relate to actual material sizes,
existing construction and related site conditions. If there are discrepancies
with dimensions or materials, it is the responsibility of the Contractor to bring
it to RSM Design's attention before fabrication for any clarifications deemed
necessary.
D. Sign Package Graphics Schedule.
Copy, quantities and references shown on the included Graphics Schedule
shall take precedence over drawings. Specification shall take precedence
over the large-scale details. The large-scale details shall take precedence over
the smaller -scale drawings. If there are discrepancies it is the responsibility of
the Contractor to bring it to RSM Design's attention before fabrication for any
clarifications deemed necessary.
E. Execution.
In the case of discrepancies, in quantities, dimensions, message, or any other
related elements Contractor is to notify RSM Design before proceeding further
in any operation, in order to resolve the issues in question. It is required that the
Contractor not attempt to resolve the discrepancies without consulting RSM
Design.
F. Contractor Recommendations.
The Contractor shall carefully study the detailed drawings for the various
signs and make specific recommendations and changes if those changes will
improve the quality of any sign. Such recommendations and changes shall
be approved in writing by RSM Design or their technical representative prior
to preparation of shop drawings or fabrication of any samples of signs. The
Contractor is responsible for including industry standard details in their shop
drawings, whether indicated in RSM Design's design drawings or not..... items
such as proper venting (mechanical or natural), water proofing, foundations
details, weep holes, access panels, etc. It is the Contractor's responsibility in
the production of the shop drawings for construction to accommodate for all
necessary local code required conditions and sign detailing that will promote
the long life and ease of maintenance of the signs.
APPENDIX
Signage Specifications
G. Artwork
Mac based generated electronic artwork as required by the Contractor for
signs, symbols, and custom designed graphic components (i.e. logos, logo
types, arrows, or patterns) will be provided in latest version of Adobe Illustrator
(otherwise specified) at a scaled percentage of the final size. A high resolution
appropriate art or graphic scan will be provided when necessary for non -vector
based graphics. All required copy message layouts and text for project signage
system is the responsibility of the sign Contractor. All enlarging and reducing
is the responsibility of the sign Contractor. Contractor shall submit an itemized
list of all required artwork at time of bid prior to generating shop drawings.
Note: Any artwork required beyond electronic computer artwork noted above
(i.e. additional custom copy layouts, formatting for other platforms or file types,
AutoCAD files, service bureau output, or copying to other media, etc.) will be
billed to the Contractor on a time and materials basis by RSM Design. RSM
Design cannot provide copies of licensed fonts, it is the responsibility of the
sign fabricator to purchase all needed project fonts.
H. UL (or similar) Compliance.
Complete Underwriters Compliance (for the United States) or approved
recognized testing agency (for other countries), compliance, as required, is the
responsibility of the Contractor. Contractor shall provide lighting fixtures and
electrical components that meet all UL (or similar) testing lab requirements for
safety, operation, construction and are UL-labeled and listed.
J. Lighting.
All lighting fixtures/sources shall emit a color balanced, consistent and uniform
light void of hot or cold spots.
K. Electrical Hardware.
All transformers/power supplies and electrical hardware shall be concealed,
non -audible and non -visible to pedestrian and vehicular traffic. Provide
disconnect switch as required by local or international governing agencies.
Confirm with Owner and general contractor the necessity or desirability of light
sensor switches, day -night circuit connections, local restrictions on night time
area lighting or other conditions that could affect the use and operation of any
sign illumination.
L. Labeling
There shall be no visible labels, manufacturer's or otherwise, code permitting,
on the completed signs. If labels are required, intended location along with an
explanation of the requirements must be submitted for review to RSM Design
and the Owner, priorto application and/or installation. No visible sign fabricator
company labels or stickers are permitted.
M. Stock.
All material, hardware, electrical components, finishes, etc. used to fabricate
any and all sign components shall be "NEW" (not previously used or operated
in any other application) and from the most recent original manufacturer's
production run/supply and appropriately matched to the service conditions
required of the site.
83
N. Testing
Contractor is required to provide Owner with a copy of all testing inspection
reports as may be required by local or international codes. An independent
testing lab may be hired by the Owner to do inspection and material testing.
Contractor is not to proceed with fabrication until all unsatisfactory conditions
have been corrected by the Contractor in a manner acceptable to the Owner.
V. SUBMITTAL
A. Shop Drawings.
The Contractor shall submit a digital 11 "x17" PDF file of detailed shop drawings
to client and RSM Design for review prior to the start of any fabrication. In
general, Shop Drawings should include all things that are pertinent to the
appearance of the sign and the functionality/structural integrity of the sign and
its attachment. To that end they should include but are not limited to:
1. Material callouts 2. Paint & finish callouts 3. Material / fabrication notes
4. Identify all welds, mechanical fastener, mounting techniques 5. Sections
through all internally illuminated elements 6. Sections through all sign elements
showing internal structure 7. Details ofall mounting points. 8. Specifications for
all illumination & color temperature used for lighting. 9. Location of any access
panels 10. Location and detailing of any necessary cut-off electrical switches
11. Indication of all weep holes with internal light baffels 12. Engineering
documents for any large scale signage structural members 13. Final layout
of all copy 14. Seam locations 15. Fastener types (tamper proof), visible or
hidden 16. Blocking requirements 17. Venting 18. Joint details 19. Electrical
requirements 20. Lighting details with spec sheets 21. Foundation details
Without these details, RSM Design does not have the ability thoroughly review
and understand the fabrication methods, level of quality or the fabricators level
of understanding of RSM Design's intentions. The GC/architect also needs this
information to coordinate their work including power requirements, blocking,
attachments, etc. and connection to support structure or mounting surface,
whether shown or discussed in RSM Design's drawings or not. Shop drawings
and data shall be reviewed by RSM Design with such promptness as to cause
no delay in the work. The Contractor shall make all corrections required by
RSM Design and resubmit for final review. Shop drawings for all signs must
be approved by RSM Design and the General Contractor or Owner before the
start of fabrication.
B. Conflicts/Contradictions w/ Drawings or Conditions
The contractor should recognize and bring to RSM any conflicts or contradictions
either in regards to the drawings or as the drawings relate to other disciplines
or contractors. All conflicts should be described in writing and the Contractor
is to provide alternative solutions to resolve the conflict. All conflicts are to be
resolved and any changes approved by RSM Design and Owner prior to sign
fabrication.
84
C. Product Data.
The Contractor shall submit manufacturer's technical data and installation
instructions for each type of sign and/or fixture required as will be provide
in the completed, installed sign unit. Identification of all materials used, by
manufacturer's descriptive literature, control number, name, code number, batch
and formula when available shall be provided by the Contractor. All materials
used and specified are the responsibility of the Contractor. Any materials
indicated or specified in RSM Design's drawings must be approved of by the
Contractor for availability, warranty, appropriateness, compatibility with other
materials, etc. If Contractor has any concerns about any materials suggested
or specified by RSM Design in their design intent drawings, Contractor to
inform RSM Design in writing prior to fabrication or take on full responsibility
for use of specified material.
D. Specific Samples and Mock-ups
Fabricator shall submit 3 (three) set of sample and/or prototypes of each
material, paint and vinyl call out listed on this sheet, minimum size 8"x 8" in
size. All paint spray outs must be on aluminum. Samples must be submitted
to RSM in a time frame allowable for review of material, color and aesthetic
compatibility to any existing adjacent materials. RSM will review the samples
and send one set back to the fabricator, one set to the client team and keep
one set as control samples throughout the fabrication process. If a color or
material is not approved, the Fabricator must re -submit a new sample until it is
approved by the team prior to fabrication. It is strongly encourages that all color
and material samples be submitted to RSM Design when shop drawings are
submitted for review. Compliance with all other requirements is the exclusive
responsibility of the Contractor. All project mock-ups per mock-up schedule or
additional request by RSM or client need to be approved prior to fabrication
of all final signs. When specified furnish full-size samples of sign materials.
Contractor to resubmit all samples and mock-ups as requested until all RSM
Design, general contractor, and Owner specifications are met and approved.
All project mock-ups need to be approved prior to fabrication of all final signs.
E. Structure.
Installation, engineered internal structure, engineered mounting assemblies and
engineered foundations are by Contractor and are to adhere to design intent
of RSM Design, if specified. Contractor to coordinate and provide architect
of record and general contractor with drawings indicating placement and
structural requirements for architectural backing. Contractor shall submit two
(2) sets of prints and one digital set of comprehensive engineering drawings to
RSM Design incorporating an adequate foundation and/or mounting structure
for all sign components to meet all load and wind requirements and given
site conditions. The Contractor shall, at his or her expense, submit to general
contractorfor distribution and review, calculations, sealed by certified engineers
registered in the state or country of final installation, for all structural members
including foundations.
F Custom Fabricated Items.
The Contractor is to submit shop drawings of all custom fabricated items and
specifications on all standard pre -manufactured items.
APPENDIX
Signage Specifications
G. Electrical Requirements.
The Contractor shall provide, within 30 days of the award of contract, the
specific electrical requirements to the Owner and/or general contractor.
H. Light Service.
The Contractor shall provide the general contractor or Owner with complete
lighting or LED replacement information, brand, type, wattage, color, etc., for
all lighted components. This information shall be in a digital format and shall
indicate at least one local area (site) supplier.
J. Special Conditions.
The Contractor shall provide RSM Design and the Owner with specifications
and recommendations to provide a magnetic force field around all signs that
will protect the signs from all damage. Please email RSM Design upon receipt
of and acknowledgement of this "Special Condition" so that RSM Design can
remove it from the final bid/award package. Thank you.
K. Maintenance.
The Contractor shall provide the Owner with complete finish/component care
instructions as specified by the manufacturer for on -going sign cleaning and
maintenance. Three (3) sets are to be submitted. Contractor to provide Owner
with one (1) gallon or one (1) liter (unopened and clearly marked) of each paint
color/finish used on the project.
L. Copy / Text / Messaging Layouts.
The Contractor shall provide RSM full size or half size black and white prints
on bond paper of messaging/layouts required for all signs prior to fabrication.
Layouts must be submitted to RSM Design in a time frame allowable for review
and approval without delay to the project. RSM Design is not responsible for
correct adherence to code, copy information or location of signs. City, County,
State, or Country sign requirements supersede information shown in the RSM
Design sign designs.
VI. FINISHES
A. Colors and Surface Textures.
All colors shall match exactly the color and finish specifications provided by RSM
Design. Exercise care to assure that finished surfaces are unblemished in the
completed work. For exposed signage, materials with applied colors or other
characteristics related to appearance, Contractor shall provide color matches
indicated, or if not indicated, as selected and reviewed by RSM Design.
B. Surface Preparation.
All surfaces shall be thoroughly cleaned and free from dust, dirt, rust, scale,
mill scale, oil, greasy materials or residue from cleaning. Except as indicated or
directed otherwise, finish all surfaces smooth. All coatings shall be applied in
strict accordance with the manufacturer's recommendations. All paint products
shall conform to local codes. All finished pieces shall present a uniform opaque
color appearance unless specifically indicated otherwise by RSM Design.
C. Painted Finish.
1. Ferrous Surfaces
Using Matthews paint products (or similar quality), finish with 1 coat
74-734 & 74-735 Metal Pretreat @ .25 mils DFT, 1 coat Matthews
Acrylic Polyurethane 1 mil Dft (min.). Observe designer's
specification regarding specularity (matte to gloss). If Matthews
paints are not available, Contractor to use similar and submit to RSM
Design for approval prior to fabrication.
2. Aluminum
Using Matthews paint products finish (or similar quality), with 1 coat
74-734 / 74- 735 Metal Pretreat @ .25 mils DFT or 1 coat 74
793 Spray Bond @ .15 to .25 mils DFT and 1 coat Matthews
Acrylic Polyurethane 1 mil DFT (min). Matthews paints are not
available, Contractor to use similar and submit to RSM Design for
approval prior to fabrication.
3. Bright Metals
Match finish (polished, satin, brushed, etc.) detailed on drawing. If
specified, coat with a non -yellowing polyurethane clear coat.
4. Plastic Surfaces
All plastic to be paint finished according to paint manufacturer's
specifications.
D. Application.
All applications of color coatings are to be equal and of consistent cover with
no "streaking", "spotting", "gradation" or other variations within and from
each similar application.
E. Ultra-Violet/Fading Protection.
Contractor shall utilize materials, coatings and processes to minimize as much
as possible any noticeable fading of pigmented coatings.
F. Neon Returns.
All exposed neon returns and double backs are to be opaque with a top coat to
match the field area immediately behind that neon unless otherwise specified.
VII. MATERIALS
A. Acrylic / Color Translucent Sheet.
Where sheet material is indicated as a "color," provide color translucent sheet
of density required to produce uniform brightness without halo-like effect.
Material provided shall be appropriately matched to the intended permanent
field conditions. Note: Where translucent material is called out as 'cast',
'formed' or 'molded' resin, acrylic or polycarbonate (i.e. 'Lexan', 'Tuffac', etc),
the Contractor shall research and specify the optimum material and fabrication
method for the desired finish and/or effect. Contractor shall provide samples of
such materials as indicated on RSM drawings.
B. Acrylic/Transparent Sheet.
Vill. FABRICATION
APPENDIX
Signage Specifications
Where sheet material is indicated as "clear' provide colorless sheet in gloss Intent of Specifications: It is intended that all finished work be of highest quality
finish, with light transmittance of 92% where tested in accordance with the to pass eye -level examination and scrutiny by RSM Design and the Owner.
requirements of ASTM D-1103 (or similar local or country standards). Contractor to be responsible for all signage engineering; as such Contractor
is to assume responsibility for coordinating with the various team members
C. Aluminum Sheet. (including general contractor, lead architect of record, landscape architect, and
Provide aluminum sheet (Not less than .125) of alloy and temper recommended
by the aluminum producer or finisher for the type of use and finish indicated
and with no less than the strength and durability properties specified in ASTM
B-109 for 5005-H15 (or similar local or country standards).
D. Aluminum Extrusion.
Provide aluminum extrusion of alloy and temper recommended bythe aluminum
producer or finisher for the type of use and finish indicated and with not less
than the strength and durability properties specified is ASTM B- 221 for 6063-
T5 (or similar local or country standards).
E. Structural Steel.
Contractor to coordinate with Architect of Record all internal structural steel
support as required, to meet the requirements of the permanent installation.
Contractor to provide architect of record and general contractor with drawings
indicating placement
F. Fasteners.
Unless otherwise indicated, provide concealed fasteners fabricated from metals
that are non -corrosive to either the signage materials or the mounting surface.
Where screw -heads are necessarily visible, they shall be indicated on all shop
drawings, be a flush mounted "allen-head" or tamper proof, and be 'painted
out' to match the adjacent surface.
G. Vinyl Machine -Cut Copy.
Vinyl machine -cut copy shall be of 3M Scotchcal brand film or other quality
product with provable identical performance specifications and warranty
conditions. Any vinyl other then 3M must be submitted to RSM Design for
review and approval prior to fabrication.
H. Paint.
Paint shall be manufacturer's highest grade for best ultraviolet light resistance,
weather -ability and overall longevity of finish and color. Paint shall have a
written warranty against premature fading and be approved by RSM Design
prior to construction. Prior to close-out, Contractor shall turn over to Owner
(3) copies of complete paint schedule indicating colors used on each sign type.
Engineering and Wind Loads
Signs should be detailed and engineered by selected sign Contractor to
withstand severe wind loads in potential hurricane or wind storm conditions;
engineering should complywith local sign and building code requirements and
calculations and drawing should be submitted with shop drawings for review.
RSM Design) all final locations of sign types, as well as necessary footings and
foundations and blocking as may be necessary within walls.
Contractor is responsible for coordinating with general contractor all electrical
power requirements and connections to all applicable sign locations.
A. Copy Application.
All sign copy shall be crisp, sharp, clean, and free from "ticks," discontinuous
curves, line waver, and similar type of imperfections.
1. Sign copy to comply with the requirements indicated for size, proportion,
style, spacing, content, position, material, finish and color of letters, numbers,
symbols and other graphic devices.
2. All letter forms shall be aligned so as to maintain a baseline parallel to
the sign format, with margins and layout as indicated on design drawings and
approved shop drawings.
3. Silk-screening copy: Finish sheen of copy to match sheen of copy panel
background (gloss, semi -gloss, or sheens between). Edges of letters shall be
straight and corners sharp. Surfaces of letters shall be uniform in color, finish
and free from pinholes and other imperfections.
4. Routed copy: Letter forms with nicked, ragged, larger than 1/8" diameter
rounded (positive or negative) corners, and similar disfigurements will not be
acceptable. Letters, Graphics and Logos that require corners to be sharp and
true should be Water Jet or Lasered cut. Letter forms shall be aligned so as
to maintain a base line parallel to the sign format, with margins and layout
as indicated on RSM Design's design drawings and approved shop drawings.
Vertical strokes shall be plumb. Mechanically fasten center of letters to acrylic
plastic as required.
B. Illumination.
Illuminate units in the manner indicated using the manufacturer's standard
lighting components including fixtures, transformers, insulators and other
components. Make provision for servicing and for concealed connection to
the building system. Coordinate the electrical components of signs with those
of the power supply provided.
C. Signage / Cabinet
1. Details shown on the drawing shall be followed for exterior
appearance only. Structural design shall utilize unitized, self supportive
framing. Fabricate cabinet, exposed faces and graphic devices to size and
style indicated and produce surfaces free from oil canning, warping, distortion
or any irregularities or inconsistencies. Include internal bracing for stability and
attachment of mounting accessories as required. Show location of lifting hooks
as required.
I1IM IAM I DDA 85
DOWNTOWN DEVELOPMENT AUTHORITY
2. Contractor may change interior construction shown on these details to
conform with their shop practices and industry standards. However, these
changes must be submitted as part of the shop drawings and be reviewed by
RSM Design prior to fabrication.
3. Construct all work to eliminate burrs, cutting edges and sharp corners.
4. Qualifications: Welding must be performed by operators who are currently
qualified by tests as prescribed in AWS D1.1, D1.2, or D1.3 (or similar), as
applicable, and/or certified by a recognized building or code authority. Submit
qualifying data and certification to Developer for approval. Welding must
conform to the acceptable requirement ofAWS D1.1, D1.2, and D1.3 and MPS
11-0099 (or similar in country of project).
5. Parts indicated to be turned must be accurately machined
worked from solid stock to dimensions indicted or on approved
shop drawings. Finished surfaces to be polished smooth unless
otherwise indicated or directed by Developer, free of any visible
pits, voids, or similar defects.
6. Make all signs tight fitting, between parts and sections, and with
adjacent surfaces. Unless indicated otherwise, non -welded joints
between various portions of signs must be weatherproof (for exterior
signs) and have tight, hairline -type appearance, without gaps
(varying or otherwise). Provide sufficient fastenings to preclude
looseness, racking, or similar movement.
7. Conformwith manufacturer's recommended fabricating procedures regarding
fastening, restraining, expansion and contraction of dissimilar materials.
8. Isolate dissimilar materials. Exercise particular care to isolate non ferrous
metals from ferrous metals, including fasteners.
9. Metal thickness: Provide metal thicknesses most appropriate for the
fabrication conditions. These must all be called out in the shop drawings. RSM
Design to be advised of any changes to specified dimensions.
10. It is the responsibility of the contractor to schedule reviews of signs in
production with Owner for approval. Review meetings are to be scheduled at
the convenience of the Owner.
11. All non -painted exposed metal to be stainless steel unless otherwise
specified.
12. Signs to be assembled and mounted so as to provide reasonable ease of
access and replacement of all components. ie: use conforming, accessible, but
not visible fasteners where possible.
13. Should any substitutions of materials be suggested by the Contractor from
what is specified in the design drawings, RSM Design and the Owner must be
notified prior to and approved prior to fabrication.
14. Contractor responsible for the integration of all proper sign ventilation
(natural or mechanical) to prevent overheating and condensation build up, and
these details should be shown on the shop drawings and approved prior to
fabrication.
D. Fastenings.
86
1. Fasteners on sign -face surface shall not be exposed, except where specifically
noted.
2. Sign -face surfaces shall not be penetrated during fabrication or installation
of signs, except where specifically noted.
3. Sign -face surface shall not be deformed, distorted, or discolored by
attachment of concealed fasteners.
4. All fasteners shall be resistant to oxidation or other corrosive action
completely through their cross sections.
APPENDIX
Signage Specifications
I. Welding.
All exposed welds are to be ground smooth to match surface of adjacent
material.
IX. LARGE FORMAT COMPUTER OUTPUT
High -resolution large format computer output to comply with the following:
1. Minimum resolution 200 dpi.
2. Process: 3M SCOTCHPRINT (or approved equal).
S. Work shall be secured with fasteners of the same metal, color and finish as 3. Substrate: Opaque or Translucent Scotchcal film (or approved equal).
the components they secure where they are exposed to view.
4. Finish: 2 mil matte overlaminate.
E. Neon.
All exposed neon if used shall be installed in such a manner as to minimize
double backs, exposed wires, etc. All exposed neon shall appear as a continuous
line of light with no irregularities from section to section. Contractor shall
coordinate with RSM Design to select exact color of neon, boots, double backs
and pass -through prior to fabrication. Contractor is responsible for referencing
and following local code constraints.
F. LED Lighting
LED modules, systems or fixtures to be GE Lighting System "Tetra" or approved
equal. Color temperature to match adjacent architectural lighting, otherwise
specified. Final color temperature to be approved at time of mock-up review by
RSM and client. All lighting to have even illumination with no hot spots.
G. Mock -Ups
1. Mock -Ups of specific sign(s) may be requested by RSM Design as part of
the final Design Intent Documents. The cost of Mock -Ups will be a part of
fabricators bid.
2. Mock -Ups will be specified in drawings as two or three dimensional, as well
as being operational or not.
3. Mock -Ups will be specified in drawings for in -shop or on -site review, and
coordinated with Owner and all interested parties.
4. Mock -Ups will be reviewed and signed off by Owner, RSM Design, and
interested parties prior to fabrication and installation.
5. Contractor to resubmit all samples and mock-ups as requested until all RSM
Design, general contractor, and Owner specifications are met and approved.
H. Jointing and Brake Forming.
Brake formed material is not allowed unless otherwise specified or reviewed
and approved by RSM and or client. All aluminum or steel corners on cabinets,
tenant panels or other signs to be 90' sharp w/ eased edges. All joints to be
filled and ground smooth, unless the seam occurs along a color break. Then
a clean buttjoint with concealed backing channel and plug weld is acceptable
upon receipt of RSM Design approved sample to match surrounding material
finish. All binds, curves and folds to be geometrically correct and produced by
a consistent mechanical method unless approved otherwise by RSM Design.
S. Input: Electronic art as specified to be provided by RSM Design
6. Warranty: 5 year minimum
X. INSTALLATION
A. Contractor shall be responsible for determining the erection and dismantling
of all barricade or protective coverings necessary to safeguard the public and
property during the performance and duration of his or her work.
B. Contractor shall attach signs to substrates in accordance with the structural
engineer's and the manufacturer's instructions unless otherwise shown. Install
level, plumb and at proper height. Repair or replace damaged units as directed
by and to the approval of Owner or RSM Design.
C. Installation of all signage items shall be by the Contractor. Installation
includes provision of any required footing, to be reviewed by RSM Design, all
anchor bolts, fastenings, attachment metals, and other miscellaneous metal
items embedded in concrete or building wall material as required, and security
of sign units in place with no visible fasteners.
D. The Contractor shall provide required electrical/data runs and connection
pointto all required locations. The main point of connection isto be coordinated
with and provided by the general contractor. All electrical connections shall be
made by a licensed electrician employed by the Contractor for this purpose.
All connections shall be made in accordance with the requirements of the
National Electrical Code, NEC (or similar code in country of project) in addition
to all applicable local codes. Electrical contractor shall provide and install all
wiring, conduit, junction boxes and electrical devices necessary to provide
electrical power to rough in connections unless otherwise noted. Contractor
shall provide concealed transformers, power supplies and coordinate with
GC all electrical connections beyond rough -in connections according to NEC
approved methods.
E. Contractor shall be responsible for matching sign service available on site to
the requirements of the sign, including transformers.
F. All necessary signage components as well as the entire signage assembly
are to be UL listed, or by approved nationally recognized testing lab in country
of project.
G. Contractor is responsible for compliance with all applicable environmental
regulations.
H. Contractor is responsible for compliance with all OSHA regulations (or
similar regulations in country of project).
J. Contractor must coordinate installation with general contractor so that overall
project schedule is not impacted.K. Contractor is responsible for determining
site wind load requirements and insuring that all signs comply.
XI. CLEANING / PROTECTION AND WARRANTIES
A. All items to be installed by the Contractor shall be left in a clean condition.
Upon completion of the installation of each sign, clean all soiled sign surfaces
and "touch up" as directed by Owner or RSM Design in accordance with the
manufacturer's instructions. All debris and packing material shall be removed
and disposed of in a legal manner. The protective masking of the plastic
surfaces shall be removed by the Contractor upon completion of installation.
All excavation and site work shall be returned to its original grade configuration
after contract items are installed.
B. Finish Surfaces.
Sign units shall be warranted in writing by the Contractor for a period of no
less than one year from the date of Owner acceptance. All finishes are to be
warranted for 3 years from the date of Owner acceptance. There shall be:
1. No delamination of any parts of the sign or of lettering from the sign face.
2. No cupping, warping or dishing in excess of the requirements stipulated in
the specifications.
3. No bubbling, crazing, chalking, rusting or other disintegration of the sign
face, messages or edge finish of the panels.
4. No corrosion developing beneath the paint surface of the support systems,
except as the result of obvious vandalism.
5. No corrosion of the fasteners.
6. No movement of signs from their foundations. The signs must remain true
and plumb on their foundations, except when the sign has sustained obvious
post -installation external damage.
7. No fading of the colors when matched against a sample of the original color
and material.
8. No variation of any other performance specified by RSM Design on the
drawings or in the specifications.
C. Structure/Components
1. Contractor shall provide Owner with three (3) copies of the written
warranty prior to installation, guaranteeing to correct, to Owner's satisfaction,
at Contractor's sole expense, all defects in fabrication, faulty materials,
workmanship, design, and installation of signage work for a period of one year
after completed installation of signage work.
2. Fading, cracking, warping, peeling, delaminating, rusting, corroding, and
structural failure, including distortion by whatever cause, shall be construed as
failure because of faulty materials and workmanship.
I1IMIAMIDDA
DOWNTOWN DEVELOPMENT AUTHORITY
APPENDIX
Signage Specifications
3. Failures during warranty period shall be repaired or replaced to satisfaction XIV. BID NOTES
of Owner.
Original fabrication quotes shall be sent directly to the Owner with copies of
D. External Lamps. all pricing information to be sent simultaneously to RSM Design and general
All lamps shall be warranted against failure for 90 days, all LED and neon three contractor. Pricing shall be submitted in accordance with the bid documents.
(3) years and all ballast one (1) year. Lamps and LEDs are to be replaced within Bidding contractors are required to clearly indicate in writing within their bid
48 hours of notice by Owner, in the event offailure within specified time. These the method of construction anticipated, the materials to be used, and any
items are to be replaced by Contractor at Contractor's sole expense. exclusions or exceptions to the bid documents.
E. Contractor shall have total and complete responsibility for the security of all
equipment, materials, and sign components until reviewed and accepted by
the Owner XV. COORDINATION
XII. PERMITS
A. Securing and paying for all permits required by local governmental agencies
is the responsibility of the Contractor. Inspections and tests necessary for the
construction and placement of all work required by the applicable governing
agencies is by the Contractor.
B. Contractor shall secure and pay for all insurance required by law including
but not limited to Liability, Worker's Compensation, Comprehensible
Construction Liability, Personal Injury, Comprehensible Auto and Property on -
and off -sites. Contractor shall check insurance requirements for terminology
and coordinate insurance requirements with project general specifications.
Insurance requirements should be checked for terminology and coordinated
with general specifications.
All foundations, electrical plans, specialty lighting, LED, digital sign components
to be coordinated by Contractor. All wiring, fixtures, anchoring, foundations to
be by Contractor.
XVI. PROJECT COMPLETION
A. Review & Punch List.
The Fabricator shall notify both RSM and the Owner in writing when all work is
completed. Upon notice, RSM will review all work according to their contract
with the Owner and prepare a punch list outlining incomplete or unsatisfactory
items. The repair or replacement of work outlined on the punch list shall be
coordinated between the Fabricator and the Owner.
B. Final Deliverables.
C. Contractor shall not reveal or disseminate any information to any persona(s), Upon the Owner's acceptance of the work, the Fabricator shall provide the
private or public, other than RSM Design, Owner, or contractor's personnel Owner with three copies of a complete set of as -build drawings and service/
as necessary to execute the contract without first contacting the Owner for maintenance manual for all products and finishes installed under their contract.
permission. This manual shall include, but is not limited to, product specifications such as
manufacturer information, contact names and addresses, warranty information,
technical data, and routine maintenance recommendations for light fixtures,
XIII. CODE REQUIREMENTS electrical components, paint, finishes, and all other applicable items.
All Signs Must Comply With ADA Guidelines (in the United States) and
International or County/City/Fire Marshall Code Requirements: XVII. ACCEPTANCE OF SPECIFICATIONS
A. Contractor to provide copy proofed Braille to ADA required permanent Contractor has read and understands the above specifications and agrees to
room signs for projects within the United States. Type and symbols to be raised the terms outlined above.
a minimum of 1/32".
1 hereby acknowledge that I/we have read, understand, and accept responsibility
B. Signs must be mounted 60" (or metric equivalent) from finish floor to center for compliance with the provisions set forth within these specifications and will
of sign on latch side of the door where applicable. comply with all specifications.
C. Characters and background on ADA signage shall be eggshell, matte or Signature below is required prior to shop drawing submittal.
other non -glare finish for projects within the United States.
D. Contractor to provide copy of approved city or county fire marshal drawing
sets of all applicable signage.
E. Contractor responsible for all signs complying with all applicable codes for Fabricator Signature:
specified region.
Date:
87
Miami River Greenway:
Wayfinding and Environmental Graphics
Specifications
DOWNTOWN
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Table of Contents:
Part I: General Specifications
Section 1: General Specifications
Section 2: Products
Section 3: Execution
Section 4: Sign Panel Typeface
Section 5; Sample Bid Form
Part 2: Sign Types
• W-PED, Pedestrian Directional Sign
Sheet 1/W-PED, Pedestrian Directional Sign -
Overview
Sheet 2/W-PED, Pedestrian Directional Sign -
Overall Dimensions
Sheet 3/W-PED, Pedestrian Directional Sign -
Typical Sign Panel Dimensions
Sheet 4/W-PED, Pedestrian Directional Sign -
Materials & Colors
Sheet 5/W-PED, Pedestrian Directional Sign -
Partial Horizontal Section A -A
Sheet 6/W-PED, Pedestrian Directional Sign -
Partial Vertical Section B-B
Sheet 7/W-PED, Pedestrian Directional Sign -
Partial Vertical Section C-C
Sheet 8/W-PED, Pedestrian Directional Sign -
Typical Symbol Specifications
Sheet 9/W-PED, Pedestrian Directional Sign -
Project Symbols 1
Sheet 10/W-PED, Pedestrian Directional Sign
- Project Symbols 2
Sheet 11/W-PED, Pedestrian Directional Sign
- Sign Messages & Locations W-PED-01
Sheet 12/W-PED, Pedestrian Directional Sign
- Sign Messages & Locations W-PED-02
Sheet 13/W-PED, Pedestrian Directional Sign
- Sign Messages & Locations W-PED-03
Sheet 14/W-PED, Pedestrian Directional Sign
- Sign Messages & Locations W-PED-04
Sheet 15/W-PED, Pedestrian Directional Sign
- Sign Messages & Locations W-PED-05
Sheet 16/W-PED, Pedestrian Directional Sign
- Sign Messages & Locations W-PED-06
Sheet 17/W-PED, Pedestrian Directional Sign
- Sign Messages & Locations W-PED-07
Sheet 18/W-PED, Pedestrian Directional Sign
- Sign Messages & Locations W-PED-08
• W-KSK, Kiosk
Sheet 1/W-KSK, Pedestrian Kiosk - Overview
Sheet 2/W-KSK, Pedestrian Kiosk - Overall Dimensions
Sheet 3/W-KSK, Pedestrian Kiosk - Materials & Colors: Part 1
Sheet 4/W-KSK, Pedestrian Kiosk - Materials & Colors: Part 2
Sheet 5/W-KSK, Pedestrian Kiosk - Partial Horizontal Section A -A
Sheet 6/W-KSK, Pedestrian Kiosk - Partial Vertical Section B-B
Sheet 7/W-KSK, Pedestrian Kiosk - Partial Vertical Section C-C
Sheet 8/W-KSK, Pedestrian Kiosk- Partial Vertical Section D-D
Sheet 9/W-KSK, Pedestrian Kiosk - Symbol Construction Details
Sheet 10/W-KSK, Pedestrian Kiosk - "City" Symbol Detail
Sheet 11/W-KSK, Pedestrian Kiosk - "Tree" Symbol Detail
Sheet 12/W-KSK, Pedestrian Kiosk - Sign Messages & Locations W-KSK-01
Sheet 13/W-KSK, Pedestrian Kiosk - Sign Messages & Locations W-KSK-02
Sheet 14/W-KSK, Pedestrian Kiosk - Sign Messages & Locations W-KSK-03
Sheet 15/W-KSK, Pedestrian Kiosk - Sign Messages & Locations W-KSK-04
Miami River Greenway Wayfinding Specifications
• W-HIS, Historical Marker Sign
Sheet 1/W-111S, Historical Marker Sign - Overview
Sheet 2/W-111S, Historical Marker Sign - Overall Dimensions
Sheet 3/W-111S, Historical Marker Sign - Materials & Colors
Sheet 4/W-111S, Historical Marker Sign - Typical Sign Panel Dimensions
Sheet 5/W-111S, Historical Marker Sign - Horizontal Section A -A
Sheet 6/W-111S, Historical Marker Sign - Partial Vertical Section B-B
Sheet 7/W-111S, Historical Marker Sign - Partial Vertical Section C-C
Sheet 8/W-HIS, Historical Marker Sign - Symbol Specifications
Sheet 9/W-111S, Historical Marker Sign - Sign Messages & Locations W-HIS-01
Sheet 10/W-111S, Historical Marker Sign - Sign Messages & Locations W-HIS-03
• W-MIM, Mile Marker Sign
Sheet 1/W-MIM, Pedestrian Mile Marker - Overview
Sheet 2/W-MIM, Pedestrian Mile Marker - Dimensions, Materials & Colors
Sheet 3/W-MIM, Pedestrian Mile Marker - Horizontal Section A -A
Sheet 4/W-MIM, Pedestrian Mile Marker - Typical Layouts 1
Sheet 5/W-MIM, Pedestrian Mile Marker - Typical Layouts 2
Sheet 6/W-MIM, Pedestrian Mile Marker - Overall Mile Marker Locations
Sheet 7/W-MIM, Pedestrian Mile Marker - Sign Message & Location W-MIM-0I
Sheet 8/W-MIM, Pedestrian Mile Marker - Sign Message & Location W-MIM-02
Sheet 9/W-MIM, Pedestrian Mile Marker - Sign Message & Location W-MIM-03
• W-PER, Perimeter Directional Sign
Sheet 1/W-PRM, Perimeter Pedestrian Directional Sign - Overview
Sheet 2/W-PRM, Perimeter Pedestrian Directional Sign - Overall Dimensions
Sheet 3/W-PRM, Perimeter Pedestrian Directional Sign - Materials & Colors
Sheet 4/W-PRM, Perimeter Pedestrian Directional Sign - Sign Panel Dimensions
Sheet 5/W-PRM, Perimeter Pedestrian Directional Sign - Sign Panel Layouts
Sheet 6/W-PRM, Perimeter Pedestrian Directional Sign - Horizontal Section A -A
Sheet 7/W-PRM, Perimeter Pedestrian Directional Sign - Partial Vertical Section B-B
Sheet 8/W-PRM, Perimeter Pedestrian Directional - Sign Message & Location W-PRM-01
Sheet 9/W-PRM, Perimeter Pedestrian Directional - Jose Marti Park W-PRM-02, 03, 04
Sheet 10/W-PRM, Perimeter Pedestrian Directional - Sign Message & Location W-PRM-02
Sheet 11/W-PRM, Perimeter Pedestrian Directional - Sign Message & Location W-PRM-03
Sheet 12/W-PRM, Perimeter Pedestrian Directional - Sign Message & Location W-PRM-04
Part 3: Symbol Applications
Sheet 1/W-MISC, Miami River Greenway Symbol - Applied to Typical Trash Receptacle
Sheet 2/W-MISC, Miami River Greenway Symbol - Trash Receptacle: Section & Location
Sheet 3/W-MISC, Miami River Greenway Symbol - Applied to Typical Bench
Sheet 4/W-MISC, Miami River Greenway Symbol - Typical Bench: Section & Location
Miami River Greenway Wayfinding Specifications
Part One:
General Specifications
DOWNTOWN
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SECTION 1: GENERAL SPECIFICATIONS
OVERVIEW
The sign types specified within this document are elements of a new exterior wayfinding
program designed as part of the Miami River Greenways project. These signs will be
installed along new exterior public walkways and parks adjacent to the Miami River in
Miami, Florida.
This area has a rich cultural history, and is an active `working" river that winds from
Downtown through the surrounding communities. The area is in active development and
re -development —the new greenway paths wind through diverse neighborhoods
consisting of old (and historic) communities, inner city, new residences and
condominiums, public parks, commercial fishing & shipping, restaurants, retail, hotels
and historic landmarks.
The concepts within are elements of a new urban identity system, designed to help create
a unique "sense of place" to this emerging district. The stylized sign graphics, colors and
symbols have been designed to compliment, and were developed in conjunction with,
new paving, landscaping and street furniture.
These signs will be installed along city streets in very public, urban locations, As such,
they will be very accessible to the public —but also very exposed to both the harsh South
Florida environment (salt, sun and wind) and potential vandals, graffiti artists, thieves etc.
The specifications within strive to find the proper balance of art and durability— but it
will be the responsibility of the selected Sign Fabricator to build and execute these
concepts in the most durable, vandal resistant manner possible. The enclosed documents
represent "intent", and the minimum acceptable standards.
The City expects the selected Fabricator to work with them, in the City's best interests, to
deliver a product with the best, most appropriate materials and finishes and highest levels
of quality and workmanship. Paint finishes must be UV, vandal and graffiti resistant.
Visible and accessible fasteners should be kept to an absolute minimum, and must be
completely tamper -proof. Steel is the preferred choice for all metal components, and
should be used whenever possible (aluminum parts are often vandalized and stolen within
the City —this should be taken into consideration). Installations must be clean and secure,
and meet the strict South Florida codes.
Fabricators are encouraged to suggest alternative methods, materials and finishes if they
believe they will produce a superior quality and durability, and provided that the design
integrity and intent is not compromised. All suggestions must be clearly presented in
writing (at time of bid, and/or time of shop drawings), along with sufficient reasons and
supporting data that demonstrates how the alternate method will exceed or outperform the
specification. Cost impact of alternate methods and/or materials must also be presented.
Lastly, at time of submission, there was still some minor `tweaking" of the symbol
designs depicted within, and still a few small debates over certain sign locations. The
information contained here should be considered accurate for purposes of bidding, and
any subsequent changes or revisions should be very minor. Sign Fabricator must be sure
to consult with the City on these issues and be sure they have the final versions of all
symbols and sign locations before executing the work.
LOl General
Provide Exterior Signage in accordance with requirements of the Contract Documents.
Successful bidder(s) must perform as required by contract and coordinate all work with
the City of Miami (Owner) and its project consultants and sub -contractors. Sign
Fabricator is expected to meet all established schedules and deadlines, and coordinate
these with Owner. Sign Fabricator representative is required to attend a general kick-off
meeting with Owner, and subsequent periodic meetings as agreed to with Owner. Sign
Fabricator is expected to cooperate fully with the Owner to expedite and facilitate the
prompt and accurate completion and installation of all sign elements. Sign Fabricator will
coordinate his efforts with other contractors and suppliers of equipment and services that
the Owner may engage outside of his contract.
1.02 Sign Types, Characteristics and Locations
Refer to accompanying signage design intent drawings.
1.03 Time of Completion
As directed by Owner.
1.04 Preconstruction Conference
A preconstruction meeting will be held with Owner and Sign Fabricator to establish final
specification, field working conditions, and proper channels for coordination.
1.05 Codes
Property is located in Miami, Florida in Miami -Dade County. Presiding sign codes are
City of Miami and FDOT. Fabricator must insure that all work performed is in
accordance with these sign codes.
Miami River Greenway Wayfinding Specifications 3 1 Miami River Greenway Wayfinding Specifications
1.06 Design Wind Load
Provide sign assemblies designed, tested, and installed to withstand positive and negative
wind loads per the requirements of all local and national codes for the area, and approved
by licensed engineer.
1.07 Submittals by Sign Contractor
A. Shop Drawings
Shop drawings for all items must be submitted to Owner for approval prior to all
fabrication. Furnish elevations, details of fabrication and erection, including all materials,
shapes, dimensions, finishes, design loads, anchorage, letters of illumination, method of
connections etc. Show dimensions of letters and logo forms.
B. Samples
Fabricator must match exactly all custom paint and materials as specified. Fabricator
must provide samples, for approval, of all finishes specified. Submit (2) sets of 8" x 10"
(for review/approval by Owner) non -returnable samples of each custom and standard
color, material or finish as specified in these design documents. Then submit (2) sets of
non -returnable 8" x 10" samples of each approved custom and standard colors and
finishes on the actual materials.
C. Full -Size Patterns and Lettering
Provide Owner with full-size (where possible- to scale for very large elements) patterns
of each sign element to be fabricated. Fabricator is responsible for generating all
additional "camera -ready art", and must supply layouts, for approval, of each sign panel
prior to fabrication. City will provide selected Fabricator with some typical digital
"camera-ready" artwork. Art that will be provided includes all symbols/logos to be used,
(1) typical layout for each sign type, camera-ready artwork for all Porcelain Enamel
historical sign graphics, and fonts used. Artwork will be supplied on CD, in vector format
as Adobe Illustrator CS and .eps files, Macintosh format.
D. Supplementary Product Literature
The Sign Fabricator will furnish Owner any manufacturers' literature describing the
general properties of each product to be used in the Work.
E. Structural calculations
Furnish engineering calculations to show that maximum stress and deflection of sign
elements and sign support system do not exceed specified performance requirements
under full design loading. Calculations shall be prepared and sealed by an engineer
licensed in the province where project is located.
F. Extra Materials
Deliver extra materials to the Owner in manufacturer's original packing, touch up paint,
lamps, hardware, installation materials, inserts, etc., as may be required.
1.08 Permits by Sign Contractor
Sign Contractor shall make all submittals for permits, shall be responsible for paying all
fees, making adjustments as required, or any task necessary for obtaining local building
and installation Sign Permits for the proper execution of the work. Sign Contractor to
coordinate all permits required with the Owner and/or General Contractor.
1.09 Quality Assurance
A. Working Prototypes
Provide working prototypes of actual sign types as specified, within an agreed upon time
frame after signing of contract. Prototypes for this project are listed below, and are in
addition to the finish samples required in 1.07 (B).
1. One (1) complete Sign Type W-PED-01, Pedestrian Wayfinding sign. Sign is
to delivered and presented to the City in Miami, at a location and date to be
specified by the City. Prototype will be evaluated for compliance of colors,
materials, size, workmanship and overall quality. Sign will be returned to
Fabricator with written comments and may be used as a production piece
provided all Owner's comments and corrections are flawlessly executed. Sign
will be the measure by which all others will be judged, and other signs will be
expected to exactly match prototype standards.
2. A working and illuminated W-KSK, Kiosk sign must be made available for
review and evaluation in Sign Fabricator's shop during the fabrication
process. Owner will review sign for proper illumination, seals and cabinet
function, as well as materials, colors and quality of workmanship. Timing and
scheduling of review and visit will be discussed and mutually agreed to by
Owner and Fabricator.
3. A sample of the Porcelain Enamel product/technique to be used on the W-HIS
Historical Marker signs, showing similar material thickness, finish, resolution
and line -screen for graphics. Sample does not need to be created for this
project, but must be from the actual Porcelain manufacturer that will be used.
4. A sample of the Cast Bronze product/technique to be used on the W-MIM,
Mile Marker signs, showing similar thickness, material, finishes and casting
depth. Sample does not need to be created for this project, but must be from
the actual Foundry that will be used.
5. One (1) sample each of the six (6 - total) different water -jet cut symbols to be
used on the top of Sign Type W-PED and W-HIS signs. Symbols must be
fully painted with actual finish, and will be reviewed for accuracy of
representation and quality of workmanship. (1) Complete set of symbols will
be kept by Owner as a record set.
B. Work -In -Progress Approval
In addition to a shop review of the Kiosk sign mentioned in "A. Working Prototypes"
above, Owner may request to review other work -in -progress at the Sign Fabricator's
shop. If requested by Owner, Fabricator must make available for review and inspection in
Miami River Greenway Wayfinding Specifications 5 1 Miami River Greenway Wayfinding Specifications
shop of requested signs or elements. Owner will give proper advance notice and schedule
in advance any shop visits.
C. Regulatory Requirements
Comply with applicable requirements of the laws, codes, ordinances, and regulations of
Federal, State and Municipal authorities having jurisdiction. Obtain necessary approvals
and permits for all such authorities.
D. Markings and Labels
No labels or markings are to be used unless required by authorities per code. if necessary,
locate markings and other identifications so as to be concealed from public view and as
acceptable to Owner.
E. Final Location of Signs
Sign locations are provided within the accompanying specification. The exact final
locations of sign elements shall be reviewed, approved, and directed by Owner and
confirmed at the site. Sign Contractor shall arrange for meetings at the site to
accommodate Owner's review and direction of final locations.
F. General
1. The Sign Contractor is responsible for hiring, compensating and coordinating all sub-
contractors in the various trades that may be required to construct the Work. The Sign
Contractor shall be responsible for the quality of all materials and workmanship of any
firm or individual who act as sub -contractor. All work under this Contract shall be
performed by skilled craftsmen under supervision of trained foremen, experienced in the
trade or craft required to accomplish the work and produce products of high quality. The
Sign Contractor shall guarantee all materials and workmanship for five years after date of
acceptance of Work by Owner.
2. Written dimensions on drawings shall have precedence over scaled dimensions. Sign
Contractor shall field verify and be responsible for all dimensions and conditions shown
by these drawings. Shop details must be approved by Owner.
3. Owner shall be notified by Sign Contractor of any discrepancies in drawings, in -field
dimensions or conditions and/or changes required in construction details.
4. Sign Contractor may not manufacture, reproduce, or exhibit these designs, or modify
them for any other purpose outside of this current contract without written approval of
Owner.
1.10 Warranty
A. Signing Warranty
Furnish 5-year written warranty signed by the Sign Contractor and Installer, agreeing to
repair or replace Work that has failed as a result of defects in materials or workmanship.
Fabricator is responsible to acquire any authorization necessary to provide
manufacturer's warranty for all materials. Upon notification of such defects, within the
warranty period, make necessary repairs or replacement at the convenience of the Owner.
B. Paint Finish Warranty
Paint finish specified for this project is "Matthews Acrylic Polyurethane" and this is the
minimum acceptable finish. Fabricator may propose alternate finishes if he believes, and
can show sufficient evidence to support, that the alternate finish will exceed the specified
finish in wear, durability, color fastness and maintenance. All specified colors must still
be matched exactly. Powder coating may be presented for evaluation as an alternative, if
both feasible & not cost prohibitive.
1."Excessive Fading"
A change in appearance that is perceptible and objectionable as determined by the Owner
when visually compared with the original color range standards.
2."Excessive Non -Uniformity"
Non -uniform fading to the extent that adjacent panels have a color difference greater than
the original acceptable range of color.
3."Will Not Pit or Otherwise Corrode"
No pitting or other type of corrosion, discernible, from a distance of 10' (3m), resulting
from the natural elements in the atmosphere at the project site.
4. Paint finishes shall be "graffiti -resistant" within current reasonable and acceptable
standards for such signs. Graffiti resistant coatings or paint additives should be used
when possible and practical to make graffiti removal easier.
t_ 11 Maintenance
Furnish complete manuals describing the materials, devices and procedures to be
followed in operating, cleaning and maintaining the Work. Include manufacturer's
brochures and parts lists describing the actual materials used in the Work, including metal
alloys, finishes, and other major components. Assemble manuals for component parts
into single binders identified for each system.
1.12 On -Site Conditions
By bidding, Sign Contractor acknowledges that he has visited the site and is familiar with
the site and all conditions under which this work is to occur.
Miami River Greenway Wayfinding Specifications 7 1 Miami River Greenway Wayfinding Specifications
SECTION 2 : PRODUCTS
2.01 Sign Materials
A. Adhesives
Silicone adhesive used for installing sign items shall be as manufactured by General
Electric, Dow Corning, or equal. Polyfoam or "Isotac" contact adhesive tape,
manufactured by 3M, shall be used in conjunction with silicone adhesives for installation
of sign parts (if applicable), in minimum thicknesses available.
B. All Specified Metals
Steel is the preferred material for all ornamental, architectural work. If necessary,
Aluminum may be used in combination with/instead of steel. Due to the public nature
and location of the project, Owner is concerned that aluminum components are a greater
theft and vandalism risk, given past experiences elsewhere in the City. Surface finish
shall be smooth, free of extrusion marks or imperfections. Alloy shall be selected to meet
the structural requirements of the specific application. Structural metal for concealed
framing shall be of hot or cold rolled steel or structural aluminum as required to properly
satisfy sign engineering specifications.
C. Brass/Bronze/Stainless Steel/Aluminum
Where Brass, Bronze, or Aluminum is specified on the drawings, provide as a solid not
plated, alloy of copper and zinc. All Stainless Steel shall be of an alloy with the highest
degree possible of corrosion resistance.
D. Concrete Foundations
Sign Contractor shall provide structurally engineered concrete footings/foundations and
nonstructural (mow -strip) pads at grade (in landscaped areas only) to meet all local and
national building code requirements.
E. Foam Tape (if applicable)
Provide black polyurethane foam tape or "VHB" laminate tape as manufactured by 3M
(or equivalent), applied to sign components as required, non -visible.
F. Porcelain Enamel
Detailed Requirements:
1. Base Metal
Base metal shall be steel. For the purposes of this specification, steel is defined to
include:
a. Special purposed "enameling iron or steel' of low metalloid and copper
content, expecially manufactured and processed for the production of
porcelain enamel units for architectural purposes
b. Conventional cold rolled sheets which can be satisfactorily porcelain
enameled and which meet other requirements of this specification. Note:
Warpage may be a significant factor when using cold rolled steel as it
impacts "6. Flatness of Panel' below.
2. Processing
A porcelain enamel coating shall be applied to all areas of each unit, including
back and flanges, by methods recognized as good commercial practice. At least
one additional fired coating shall be applied to the face side of each unit.
3. Corrosion Protection
The back side of non -laminated panels shall be protected with fired porcelain
enamel coating. The coating requirements for the back side do not apply when
adequate corrosion protection is provided to the panel by the laminated
construction.
Corrosion protection in laminated panels is dependent upon the durability of the
lamination.
4. Porcelain Enamel Finish
a. Weather Resistance
The porcelain enamel finish on all surfaces exposed to weathering shall
pass the acid spot test as given in the Test Methods section. In addition, all
red, yellow and orange porcelain enamels shall pass the cupric sulfate test
as described in the same section.
b. Continuity of Coating
Visual inspection of each piece shall reveal no visible breaks or surface
defects in the cover coating that will expose the underlying coating or the
steel on surfaces exposed to weathering, nor the underlying steel on either
the back or flanges. This requirement shall not apply to sheared edges.
Special metallic coatings are sometimes fired onto porcelain enamel
surfaces to achieve specific textures and finishes. This coating may be
continuous or may have purposely induces breaks and discontinuities.
Such coatings shall qualify under this requirement if the underlying
porcelain enamel satisfies all requirements in this specification.
c. Surface Appearance
The porcelain enamel on all surfaces exposed to weathering shall be free
of blemishes in the coating that my impair the serviceability or detract
from the general appearance of the panel when viewed from a distance of
5 feet or the distance at which the panel will be normally viewed,
whichever is the greater. Orange peel and surface finish should be
reviewed and agreed on before production. Color tolerances should be
Miami River Greenway Wayfinding Specifications 9 1 Miami River Greenway Wayfinding Specifications
agreed on before production. Certain colors are more susceptible to color
stability.
6. Flatness of Panel
Finished faces shall have a maximum variation of 3/16" (4.76mm) in a convex
direction when measured perpendicular to the nominal plane of the panel face.
Variation in the concave direction shall be limited to 3/32" (2.38mm) from actual
plane of the panel face. These tolerances are for panels with a face area of 8 sq. ft.
(0.86 m2) or less. Proportionately greater allowance will be permited for panels of
greater areas. Panels are to be measured in the position (usually vertical) in which
the panel will eventually be installed. Note: While not a part of the specification
itself, further data regarding flatness is set forth in the Section, Supplementary
Considerations.
7. Clips and Attachments
All metal lugs, clips and other attachments fastened to the panel, as well as those
furnished unattached by the manufacturer, for the purpose of attaching the panel
to the building structure shall be made of a recognized corrosion resistant metal
such as stainless steel type 302 or equivalent. This requirement specifically
excludes stiffener bars or braces, clips for holding insulation in place, and similar
devices not intended for the purpose of attaching the panel to the building
structure. Also excluded are furring, substructure assemblies, or braces that may
be furnished by the manufacturer.
8. Gloss
The gloss of the porcelain enamel finish, together with permissible tolerances in
gloss, should conform visually with samples selected by the architect and/or
purchaser during negotiation of the contract. It is also recommended that the
finish be of a type that will not reflect distinct images. If the reflecting power is
high, images seen in the mounted panels will usually be distorted due to even very
small deviations from flatness. Experience has shown that the overall appearance
of a structure will be considerably improved if the image reflection (distinctness -
of -image gloss) is kept as low as possible. A qualitative evaluation of this type of
gloss can be made by observing the image of a window mullion in the surface of
the panel. If the image is clear and sharp, the distictness-of-image gloss is
normally too high for architectural purposes.
9. Color
The color and color tolerance should be specified in the purchase contract. If
possible, this should be based on porcelain enameled sample color specimens.
Compliance with color specification may be determined by visual matching under
viewing conditions mutually agreed upon by the contracting parties, or may be
determined instrumentally.
The color tolerance to be specified should depend upon the color service
requirement and the ease with which particular color or colors can be controlled
in production, and should be clearly specified in the purchase contract. To be
considered also are the type of structure, the texture of the finish, and the
proximity of adjacent panels. Some colors can be controlled more closely than
others.
Decorative colors and coloring processes, such as stenciling, silk screening and
highlighting, may be used to produce designs, letters and special effects, provided
the finish so produced meets all of the requirements of this specification
10. Texture
The porcelain enamel will be furnished in a smooth and non -textured finish.
Orange peel tolerance should be specified with tolerance samples.
11. Thickness of Porcelain Enamel
Various thicknesses are encountered in commercial ware. Thickness tolerance
should be agreed upon in writing before production. Texture, color and processing
techniques influence the amount of porcelain enamel which is applied.
Thin porcelain enamel coatings are desirable to provide maximum resistance to
damage from flexure. However, processing methods and desired appearance
characteristics may result in variations of recommended minimum thickness of
the coating. A minimum of 0.0033" (0.089 mm) of cover coat will normally
provide acceptable durability. The total thickness may range from 0.005 to 0.020"
().127-0.508 mm), depending upon process and appearance.
Total thickness should not exceed 0.020" (0.508 man), except where greater
thicknesses are necessary to meet specific appearance requirements.
12. Thickness of Metal
Thickness, grade and design tolerance of metal should be agreed upon during
negotiation of the contract. Full consideration should be given to the size, shape
or detail of the unit, and the duty which the unit is to perform in the building
structure
13. Packaging and Shipping
Packaging, shipping and handling methods should be specified and should be
practical for supplier, shipper, and erector.
14. Shop Drawings
Complete drawings should show forming detail, tolerances allowed (both
dimensional and flatness), location in completed structure, and on-the-job cutting
or drilling requirements. The maximum allowable extent of damage due to
drilling and cutting should be agreed upon by contracting parties.
Miami River Greenway Wayfinding Specifications i f I Miami River Greenway Wayfinding Specifications
G. Hardware/Hinges
Provide and install all incidental hardware necessary for the proper functioning of the
signs, including but not restricted to materials and products covered in this section.
Provide stainless steel hinges for all hinged access panels. Provide pin tumbler locks for
all access panels requiring locks. Provide stainless steel fasteners for assembling ferrous
and nonferrous metals. Exposed fasteners should be kept to an absolute minimum to
adhere to design intent and to minimize risk of vandalism. Any exposed fasteners must be
100% tamper -proof. Every provision must be taken to insure exposed fasteners will be
extremely difficult, if not impossible, to be removed or tampered with.
H.Insulation
Separate all ferrous and non-ferrous metals with non -conducive gaskets to prevent
electrolysis. In addition to gaskets, provide stainless steel fasteners for same case.
L Acrylic Plastic & Lexan
Shall be continuous manufactured/extruded UV polycarbinate lexan, appropriate for
exterior applications as required. All plastics shall be of uniform color, translucence and
illumination, as supplied by manufacturer. No visible seams are permitted. Minimum
allowable thickness is 1/8" thk. unless otherwise noted on drawings.
2.02 Finishing Materials
Linear Polyurethane Coatings. Provide the following or approved equal as acceptable to
Owner.
1. Acrylic Linear Polyurethane Enamel Two component, acrylic aliphatic isocyanate/
acrylic polyurethane having ultraviolet inhibitors and engineered for application to sign
components.
2. Primer for Aluminum Two part component Primer: One coat Matthews 74-734 and 74-
73S Metal Pretreat at .25 mils dry film thickness or one coat of Matthews 74793 Spray
Bond at .15 to .25 mils dry film thickness or Wyandotte/AKZO Grip Guard Wash Primer
(2AFY-31284) with Grip -Guard ash Primer Hardner (IOAFK-31285) combined and
applied per manufacturer's specifications or approve equal (primer) for the application of
the pre -approved and pre -formulated paint system.
3. Clear Sealers
As required of highest quality available, applied per manufacturer's specifications:
Crystal Clear Polyurethane Sealer.
2.03 Lighting and Electrical
A. Responsibility
Sign contractor to coordinate with G.C. and the City, the provision and installation of all
necessary electrical hook-ups, power requirements and sources of power. G.C./Sign
contractor to insure that adequate source of power is provided at all sign location points -
of -connection.
B. Electrical Components
Sign Contractor shall provide all electrical materials necessary to properly illuminate the
sign elements, including ballasts, transformers, sockets, fluorescent housings, connectors,
lighting elements and all other equipment which shall be new and shall be approved by
Underwriters' Laboratories, Inc. (U.L. rated). The assembly of all components within the
illuminated sign elements and lighting control area shall conform to all standards of
Underwriters' Laboratories, Inc. as published in the latest edition of "Standards of Sign
Safety US", and all illuminated parts shall bear the U.L. label. There shall be no exposed
wiring or connections unless otherwise coordinated with the Owner. Sign Contractor to
provide in bid for all work required from P.O.C. to sign.
C. Ballasts
As required for internally illuminated cabinet signs in quantity and arrangement as
recommended by ballast manufacturer; accessible for maintenance.
D. Disconnect Switch
All signs or sign components with electrical service shall be equipped with an approved
external disconnect switch, flush mounted on top of the cabinet, with circuits and
capacity to control all primary wiring within the sign. Location of switch must be shown
on shop drawings, positioned in the most non -visible and least accessible to the public
location as is possible, and is subject to Owner approval.
E. Illumination
All signs with fluorescent lamps shall be cool white, at the length and placement
necessary to provide even illumination, without light leaks. All lamps and ballasts shall
be provided by the Sign Contractor. Provide waterproof flush access panels, concealed
wherever possible. Conduit wiring and electrical equipment from the "J" box within to
any part of the sign shall be provided by the Sign Contractor.
F. Ventilation
While maintaining a proper weather seal, provide for sufficient ventilation of sign
components to prevent overheating or warpage; allowing for color of sign, mounting
surface, climatic conditions, etc. In providing for ventilation, protect sign from elements
(rain, wind, debris, etc.) that may cause operational or cleaning problems. Signs/cabinets
with light leaks will not accepted.
Miami River Greenway Wayfinding Specifications 13 1 Miami River Greenway Wayfinding Specifications
G. Wiring
High-tension wiring shall not be less than GTO 15 wire. All wiring shall be AWM 90 0
centigrade 1000 volt TW/MTW U.L. file no. 18971. Wiring connectors for wire splicing
shall be U.L. approved 1000 volt capacity. They shall be Scotch Lock type Y or R equal.
All splices shall be placed as to easily access for inspection.
H. Electrical Connection
Sign Fabricator shall connect sign to power source. Owner will supply appropriate power
to sign site.
I. Verification of Site Voltage
Sign fabricator shall verify site voltage prior to fabrication and insure compatibility of all
signage elements.
2.04 Fabrication of Signs and Supports
A. General
Provide custom manufactured sign assemblies, components completely fabricated and
finished at factory before delivery to site. Construct to accurate detail and dimensions as
shown and as review on shop drawings. Fit and assemble the Work at shop to the greatest
extent possible, and mark the components as required to facilitate assembly during
installation. Exposed fasteners on finished faces will not be allowed, unless specifically
indicated. Waviness and oil canning of surfaces is not acceptable.
B. Seams and Joints
Whenever possible, in the interest of durability and vandal resistance, all sign elements
should be continuously welded together. Mechanical fasteners should only be used when
welding is impossible, or on parts that are not publicly accessible. Welded joints shall be
ground filled and finished flush and smooth with adjacent work. Such seams shall be
invisible after final finish has been applied. Spot welded joints shall not be visible on
exterior of signs after final finish has been applied. No gaps, light leaks, waves, or oil
canning will be permitted in work.
C. Metal Signs and Supports
Fabricate exposed surfaces uniformly flat and smooth, without distortion, pitting, or other
blemishes. Form exposed metal edges to a smooth radius. Grind exposed welds and
rough areas to make flush with adjacent smooth surfaces.
1. Welding
Make welds continuous. Comply with American Welding Society, Aluminum
Association, and Copper Development Association standards for the type of metal.
Provide the alloy and type required for strength, workability, compatibility and color
match after grinding smooth and finishing the fabricated product.
2. Fasteners
Provide tamper -proof bolts, ruts, screws, washers, anchors and other devices required to
complete the work. Use same basic metal alloy as the metal fastened, and finished to
match in color and texture. Use stainless steel where joining dissimilar materials and
weather seal. Use exposed fasteners only where indicated. Perform drilling and tapping at
shop. Provide adhesive, sealant, and other necessary materials as specified by Owner.
3. Dissimilar Materials
Where metal surfaces will be in contact with dissimilar materials, coat the surfaces with
epoxy paint or provide other means of dielectric separation as recommended by
manufacturer to prevent galvanic corrosion. Separate all ferrous and non-ferrous metals
with non-conductive gaskets, provide stainless steel fasteners to secure ferrous to non-
ferrous metals.
D. Hardware
Provide all incidental hardware necessary for the proper functioning of signs. External
hardware shall conform to the external appearance of the sign, and be tamper -proof.
E. Castings
Exposed surfaces uniformly free from porosity and roughness. Edges filled and ground
smooth. Faces chemically etched and mechanically polished for specified finish.
F. Galvanizing
Provide for steel components in exterior construction, and where noted to be galvanized.
Complete the shop fabrication prior to application of the zinc coating. Remove mill scale
and rust, clean and pickle the units as required for proper pretreatment of the surfaces.
G. Water -Jet Cutting
Ornaments and logos that are specified as water -jet cut may not be produced by alternate
methods. Ornaments should be cut by computer driven machinery using supplied digital
vector artwork, from a single piece of metal plate, and must exactly and consistently
reproduce the same design in multiple quantities needed. Metal must be cut clean and
smooth with 90-degree edges. All sharp edges, burrs, marks etc. must be ground smooth
and clean prior to application of paint finish.
2.05 Shop Application of Sign Finishes
A. Paint Finishes
Clean the surfaces as required for proper adhesion of coatings Use 3M Co. "Scotch Brite"
pads with cleanser and water, and/or chemically treat as recommended by paint
manufacturer to remove deleterious film or residue.
1. Primer
Provide in strict accordance with paint manufacturer's recommendations as required for
proper adhesion and application of finish.
Miami River Greenway Wayfinding Specifications 15 1 Miami River Greenway Wayfinding Specifications
2. Paint
Provide pretreatment & primer in accordance with manufacturer's recommendation.
3. Clear Coat Finish
Provide pretreatment, primer, and gloss finish coatings in accordance with
manufacturer's recommendations.
2.06 Artwork
A. Sign Contractor is responsible for generating all non -provided camera-ready artwork
required to faithfully execute the Work, using the specification and typical digital
camera-ready art provided, and all specified typefaces, symbols and logos.
B. Typeface, letter and word spacing shall follow the format as demonstrated in the Sign
Specification documents.
C. All artwork to be produced by digital means by specialists trained in this art.
D. All text is to be generated by digital means. No hand drawn fonts.
E. Owner must review and approve all camera-ready artwork prior to fabrication. Sign
Fabricator agrees to correct or adjust any artwork that does not meet Owner's approval.
F. Artwork generated is for the specific use of executing this project and may not be re-
used in its same form on non -related projects.
2.07 Application of Graphics
A. Silk screened images and typography
Provide photo processed screening, from digital artwork, arranged to furnish sharp and
solid images without edge build-up or bleeding of the coating. Ink density must be 100%
opaque, with no transparency or "show through" of background color or graphics.
Provide only weather, vandal and graffiti resistant coating materials, compatible with the
intended substrates.
B. Vinyl Die -Cut and Pattern -Cut Graphics
Use of vinyl graphics and/or lettering for any and all sign types in this project is
prohibited.
Miami River Greenway Wayfinding Specifications
17
2.08 Application of Sign Elements
A. Preparation
Surfaces to receive the sign elements shall be clean, dry, and otherwise made ready for
the application of materials. Accurately measure and layout the required marking
configurations as indicated on drawings.
B. Sign Graphics
Provide letters, numerals, symbols, and other graphics markings, using finish materials
shown. Apply the graphics neatly, uniformly proportioned and spaced, and accurate
within the dimensions indicated. Prepare the substrate surfaces and apply finish materials
in accordance with manufacturer's instructions.
Miami River Greenway Wayfinding Specifications
to
SECTION 3: EXECUTION
3.01 Pre -installation
A. Verification of Conditions
Examine the areas to receive the Work and the conditions under which the Work would
be performed. Sign Contractor shall notify Owner of conditions detrimental to the proper
and timely completion of the Work. Do not proceed until unsatisfactory conditions have
been corrected.
Pre -Installation Meeting
A pre -installation meeting will be held with Owner and Sign Contractor to mutually
agree on all installation details, placement, access, etc.
3.02 Installation of Signs
A. General
Complete installation shall be in accordance with manufacturer's printed instructions and
accepted shop drawings, to produce Work complying with the Contract Documents. The
Sign Contractor will be responsible for daily clean-up of their areas of work.
B. Erection of Signs
Set and attach the Work accurately in location, alignment and elevation, plumb, level and
true, as measured from established reference points and from other Work already in
place. Fit components accurately together to form tight joints and secure connections.
Coordinate with other trades as necessary, if applicable.
3.03 Adjusting
Neatly repair minor blemishes or marring on finished surfaces so that repairs are
imperceptible. Completely replace components having permanent non -removable
scratches, stains, or other defacement.
3.04 Cleaning
Upon completion of the Work, remove unused materials, debris, containers and
equipment from the project site. Remove protective coverings and clean the exposed
surfaces of the Work to removal dirt, stains and other substances, by methods as
recommended by manufacturer.
3.05 Protection
Protect the Work during the construction period so that it will be without any indication
of use or damage. Leave the Work clean and free from defects at time of Owner's
acceptance.
3.06 Final Walk -Through and Punch List
A final walk-through will be held with Owner to review the finished installation. Sign
Contractor will prepare a punch list of all items requiring modifications. Owner reserves
the right to reject all or part of a sign that does not correspond to Design Drawings and
specifications or the approved shop drawings, lettering patterns, samples, etc.
3.07 Guarantee
Contractor to provide full guarantee of all workmanship, materials, equipment etc. of this
installation for a period of one (5) years after Owner acceptance. Contractor shall
replace/repair any defective work within an agreed upon timeframe after notification by
Owner, throughout the duration of this period. Contractor shall execute the Warranty/
Guarantee form supplied by Owner.
3.08 Fabrication Errors
If the Sign Fabricator has made an error in copy, color, material, quality, etc. these items
must be corrected within an agreed upon timeframe of Owner's observation of error (at
no additional cost the Owner). Owner will notify the Sign Fabricator with a written punch
list as errors are discovered.
3.09 Storage
If necessary, based on overall project completion dates, Owner may request that some
completed signs be stored by the Sign Fabricator in their shop until location is
sufficiently built -out and ready for sign install. Storage, if needed, should not be for
longer than six (6) months.
Miami River Greenway Wayfinding Specifications 19 1 Miami River Greenway Wayfinding Specifications 20
SECTION 4: SIGN PANEL TYPEFACE
ABCDEFGHIJKLMNOPQRSTUVWXYZ
abcdefghij1dmnopgrstuvwxyz
0423456789
"Friz Quadrata"
(Adobe Systems)
SECTION 5: SAMPLE BID FORM
(This form must be completed and returned with bid)
Sign Type
Quantity
Unit Cost
Extended Cost
W-PED, Pedestrian Directional
$
$
W-KSK, Kiosk
$
$
W-PRM, Perimeter Directional
$
$
W-MIM, Mile Marker
$
$
Installation Price
$
Permitting Costs
$
Shipping Costs
$
Taxes
$
Total
Notes I Comments:
Miami River Greenway Wayfinding Specifications 21 1 Miami River Greenway Wayfinding Specifications 22
e
DOWNTOWN
MIAMI
MIAMI RIVER
JOSE MARTI
PARK
MIAMI RIVER GREENWAY
Part Two:
Sign Types
E Water -jet Cut
/ Painted Steel/
. Aluminum Loc
& Graphics
Painted Steel/
Aluminum Fra
Aluminum/Stec
Sign Panel w/
silkcreeened
graphics.
Painted Metal
Sphere
Painted Aluminum
/Steel Post
Cast Aluminum
Wrap Around Base
Front Elevation
1 Pedestrian Directional Sign - Overview
�W-PED Scale: V= V-0"
Rear Elevation
Sign Type: WIPED
EQ 161/2"+/- EQ
DOWNTOWN
MIAMI
O
MIAMI RIVER
JOSE MARTI
PARK
MIAMI RIVER GREENWAY
5"-
4"
3"
Front
10 1/2"+/-
2 Pedestrian Directional Sign - Overall Dimensions
W-PED Scale:1"= 1'-0"
4 314" +/-
Side
Sign Type: WIPED
EQ" 31/8" EQ"
(TYP.)
DOWNTOWN
MIAMI
G
EQ„ !!2 EQ„
a
Z
m
MIAMI RIVET
JOSS MARTI
PARK
MIAMI RIVER GREE
**Note:
All sign finishes must
be applied in accordance
with the highest industry
standards. Paint finish
must be hard and durable,
scratch and scuff resistant.
Finishes should be UV
resistant for harsh South
Florida environment.
Fabricator should
recommend treatment
or finish to allow easy
removal of grafitti.
All text and arrow
graphics, silk-screen
to match Matthews
Acrylic Polyurethane
#11477 White, matte/
semi gloss finish. Silk-
screening to be clean,
sharp. White to be
bright and opaque, no
bleed through of blue
beneath.lnkto be
durable and scrubable,
suitable for exterior
use.
Background (above
"wave") paint to match
Matthews Acrylic
Polyurethane #29320
Dark Blue, matte/semi
gloss finish.
<—"Wave" paint to match
Matthews Acrylic
Al Polyurethane
White, matte/semi
gloss finish.
�1r L— Background (below "wave") paint to matchfi
EQ" Matthews Acrylic Polyurethane #24100 EQ"
Medium Blue, matte/semi gloss finish.
3 Pedestrian Directional Sign -Typical Sign Panel Dimensions Sign Type: WIPEDW-PED Scale: Y= 1'-0"
114" This. Steel or Aluminum Plate
water -jet cut logo. Logo is welded
to 1/4" thk. 2" x 2" base plate. Base
plate is welded as "cap" to top of 2"
1/4" radius on corners (typ.)
square post. Logo/symbol varies, six
different symbols are used. Logo is
painted three colors of Matthews Acrylic
18" x 34" x 3/16" Thk.
Polyurethane. See Sheet &/W-PED for
Aluminum or Steel Sign Panel
_ . _
more details.
Painted & Silk -Screen finish.
One panel each side. Message
changes each location. Vertical
20" x 36" x 3/16" Thk. Steel or Aluminum
"L" brackets welded to back of
0 TIOWI�POW1Nj.
Plate. Two panels total, one panel each
panel for mounting. No visible
MI',AMI
side. Panel is secure) screwed and of
Y spot
fasteners! Back and edges paint
welded to 2" post behind. No visible
to match Matthews Acrylic
fasteners! Painted to match Matthews
Polyurethane #30132 Black, A
p
Acrylic Polyurethane #30132 Black, matte/
matte/semi gloss finish. See sheet
(,y".'�)
`�
semi gloss finish.
3/W-PED for sign face colors &I,�`
J�j��rv�E,
l�
dimensions. See sheets 11/W-PED -
181W-PED for sign messages and
!,DOSE MARTIN! �'i
1" x 1"Aluminum or Steel square bar.
locations.
Weld to face of 20" x 36"panel, 2 per side.
P"L"
brackets on back of sign panel set screw
2"+/- Square Painted Aluminum'
m
to these bars Paintto match Matthews
or Steel heavy -wall post. Post
r
Acrylic Polyurethane #30132 Black,
is securely welded to Inside of
M'1t�M1 RNE �REENW�1Y
matte/semi gloss finish.
3" round post. Flush cap with
water -jet cut logo is welded to
top to prevent water intrusion.
<
S" Dia. Painted Metal Sphere. Drilled
Paint to match Matthews Acrylic
to allow 2" pipe to pass through.
Polyurethane #30132 Black,
Cleanlyweld to 2" post. Paintto
matte/semi gloss finish.
ll
match Matthews Acrylic Polyurethane
#30133/18645 Metallic Gold, matte/
1"tall x 4" dia. Aluminum or
semi gloss finish.
Steel "cap". Welded to top of
3" post, and to sides of 2" post
3" Dia. Round Painted Aluminum or
that penetrates it. Paint to match
Steel heavy -wall post. Post is sunk into
Matthews Acrylic Polyurethane
ground/sign footer. Paint to match
#30132 Black, matte/semi gloss
Matthews Acrylic Polyurethane
finish.
#30132 Black, matte/semi gloss finish.
m
2'-0" +/- tall "Yarmouth" Cast Alum. Wrap
Around Base. Weld to 3" post. Paint to
match Matthews Acrylic Polyurethane
—Note:
#30132 Black, matte/semi gloss finish.
Section A -A -- see Sheet 5/W-PED
Ref: Alloy Castings Co., Inc.
Section B-B -- see Sheet 6/W-PED
151 West Union Street
East Bridgewater, MA 02333-0473
Phone (508) 378-2541
Fax (508) 378-1240
„
www.aIIoycastings.com
Steel or Aluminum post set into
sign footer so that base is flush
with pavment. Footer as req'd
to meet all local and national
codes.
m
N
io
m
io
m
18" x 34" x 3/16" Thk.
Aluminum or Steel Sign
Panel.
20" x 36" x 3/16" Thk. Steel or Aluminum
Plate. Two panels total, one panel each
side. Panel is securely screwed and spot
welded to 2" post behind.
2"+/-Square Painted Aluminum or Steel
heavy -wall post. Post is securely welded
to inside of 3" round post.
3" dia. Round
post below.
30"+/- long x 1"x 1" Aluminum or Steel
square bar. Weld to face of water -jet cut
panel, 2 per side.
18" x 34" x 3/16" This. Aluminum or Steel
Sign Panel.
Flush, Tamper -proof screws in quantities
as required. Heads painted to match "L"
bracket. (Typ.)
30"+/- long Steel or Aluminum "L"
bracket. Weld to back of sign panel.
Paint to match Matthews Acrylic
Polyurethane 930132 Black, matte/semi
glossfinish.
4�Pedestrian Directional Sign - Materials & Colors Sign Type: W-PED ( Pedestrian Directional Sign - Partial Horizontal Section A -A Sign Type: W-PED
W PED Scale: V= V-0" W-PED Scale: Half Actual Size
--------------------------------------------
20" x 36" x 3/16" Thk.
Steel or Aluminum
Plate above.
2"+/- Square Painted
Aluminum or Steel
heavy -wall post. Post
is securely welded to
inside of 3" round
post.
5" Dia. Painted Metal Sphere.
Drilled to allow 2" pipe to
pass through. Cleanly weld
to 2" post..
1"tall x4" dia. Aluminum or
Steel "cap". Welded to top of
3" post, and to sides of 2" post
that penetrates it.
3" Dia. Round Painted Aluminum
or Steel heavy -wall post. Post is
sunk into ground/sign footer.
2'-0"+/-tall "Yarmouth" Cast
Alum. Wrap Around Base.
Weld to 3" post.
6 Pedestrian Directional Sign - Partial Vertical Section B-B Sign Type: WIPED
W PED Scale: Half Actual Size
5/8"
20" x 36" x 3/16" Thk. —
Steel or Aluminum Plate.
Panel is securely screwed
and spot welded to 2"
post behind. (Typ.)
1"x 1" Aluminum or
Steel square bar. Weld
to face of 20" x 36"
panel, 2 per side.(Typ)
114"
EQ. EQ.
114" Thk. Steel or Aluminum Plate
water -jet cut logo. Design to be
computer cut from available digital
vector artwork to exactly duplicate
each symbol. Logo is welded to 1/4"
thk. 2" x 2" base plate. Base plate is
welded as "cap" to top of 2" square
post. Logo/symbol varies, six different
symbols are used. See sheet 8/W-PED
for more details.
114" thk. 2" x 2" Steel or Aluminum
base plate. Welded as "cap" to top
of 2"square post. Cap sits 1/2" below
top of 20" x 36" panel in front so
connection and welds are not visible
from the front.
7 Pedestrian Directional Sign - Partial Vertical Section C-C
W-PED Scale: Half Actual Size
18" x 34" x 3116" Thk.
Aluminum or Steel Sign
Panel. One panel each
side_ (Typ.)
2"+/- Square Painted Alum.
or Steel heavy -wall post.
Post is securely welded to
inside of 3" round post.
Sign Type: WIPED
Paint "sunburst" front & back
faces and edges to match
Matthews Acrylic Polyurethane
#30133/18645 Metallic Gold,
matte/semi gloss finish.
Carefully and acurately mask
and spray. No hand painting!
Paint "wave" front & back
faces and edges to match
Matthews Acrylic Polyurethane
#24100 (Medium Blue), matte/
semi gloss finish. Carefully and
acurately mask and spray.
No hand painting!
r................ ...( --
1/4" Thk. Steel or Aluminum Plate
water -jet cut logo. Design to be
computer cut from available digital
vector artwork to exactly duplicate
each symbol. Six different symbols
are used. See sheet 9/W-PIED for
additional symbols. Same colors
apply to the additional symbols
shown on sheet 9.
Open airspace. Metal
here is cut away.(Typ.)
Paint "wave" front & back
faces and edges to match
Matthews Acrylic Polyurethane
#24100 (Medium Blue), matte/
semi gloss finish. Carefully and
acurately mask and spray.
No hand painting!
.....................................
............ ............................}
Open airspace (wave).
Metal here is cutaway.
(TYp )
1/2" long rectangular "tab" at bottom of symbol. Welds to 2"
post cap. Tab should not be visible when sign is viewed from
front! Top of sign panel overlaps and conceals entire tab. (typ.)
Paint "circle & symbol" front & back faces and edgesto
match Matthews Acrylic Polyurethane #30132 Black,
matte/semi gloss finish. Carefully and acurately mask
and spray. No hand painting!
Sign Panel in front
**Note:
Symbol is water -jet cutout of (1) piece of metal plate. Color breaks are achieved by
carefully masking and spraying "waves" and "sunburst". Router/laser cut masking
from digital files should be used for precision. (1) sample must be supplied and
approved for quality of metalwork and paint finish priorto full production.
See sheets 9/W-PED and 10/W-PED for additional symbol layouts.
v
m
a
16 1 /2 " +/-
(TYP.)
Symbol A
Symbol B
Symbol C
**Note:
See sheet 8/W-PED for all specifications.
See sheet 10/W-PED for additional
symbols. Symbols pictured were in
final rlpvelopment at time of spec.
:. Please obtain final versions
prior to manufacture.
8Pedestrian Directional Sign -Typical Symbol Specifications Sign Type: W-PED Pedestrian Directional Sign - Project Symbols I Sign Type: W-PIED
k,V-Pl Scale: 3"= 1'-0" liiW PED Scale: 3"= 1'-0"
Symbol D
Symbol E
Symbol F
**Note:
See sheet 8/W-PED for all specifications.
See sheet 9/W-PED for additional
symbols. Symbols pictured were in
'opment at time of spec.
Please obtain final versions
)rior to manufacture.
Use "Symbol B"
for sign in this
location. r—
In
O
MIAMI RIVER
GREENWAY
a
m
O
**Note:
Fabricator must
LUMMUS PARK
submit camera -
DOWNTOWN
ready layouts of
MIAMI
all sign panels to
the City of Miami
for approval prior
to fabrication.
MIAMI RIVER GREENWAY
Sign Panel Side 1
Sign Message W-PED-01
Sign Location W-PED-01
O
MIAMI RIVER
GREENWAY
O
LUMMUS PARK
DOWNTOWN
MIAMI
MIAMI RIVER GREENWAY
Sign Panel Side 2
**Note:
See "Signing and Marking"
plans for site sign locations.
Diagram here is for install
dimensions and orientation.
10 Pedestrian Directional Sign - Project Symbols 2 Sign Type: WIPED 11 Pedestrian Directional Sign - Sign Messages & Locations Sign Type: WIPED
W PED Scale: 3"= 1'-0" W-PED Scale: No Scale
<
Use "Symbol C"
for sign in this
in
location.
O
O
MIAMI RIVER
MIAMI RIVER
GREENWAY
GREENWAY
m
O
**Note:
O
Fabricator must
LUMMUS PARK
submit camera-
LUMMUS PARK
DOWNTOWN
ready layouts of
DOWNTOWN
+
MIAMI
all sign panels to
MIAMI
N
the City of Miami
for approval prior
v
to fabrication.
MIAMI RIVER GREEfAY
MIAMI RIVER GREENWAY
Sign Panel Side 1
Sign Panel Side 2
Sign Message W-PED-02
Side 2
T
Side 1
EQ. EQ.
Align front face of
Side 1 with edge of
planter
Sign Location W-PED-02
**Note:
See "Signing and Marking"
plans for site sign locations.
Diagram here is for install
dimensions and orientation.
<
Use "Symbol E"
for sign in this
in
location.
O
O
MIAMI RIVER
MIAMI RIVER
g
GREENWAY
GREENWAY
m
O
**Note:
O
Fabricator must
LUMMUS PARK
submit camera-
LUMMUS PARK
DOWNTOWN
ready layouts of
DOWNTOWN
+
MIAMI
all sign panels to
MIAMI
the City of Miami
for approval prior
to fabrication.
MIAMI RIVER GREENWAY
MIAMI RIVERGREENWAY
Sign Panel Side 1
Sign Panel Side 2
Sign Message W-PED-03
Sign Location W-PED-03
4'-0" (min.) - 6'-0"
Side 2
T
Side 1
2'-0"+/-
* * Note:
See "Signing and Marking'
plans for site sign locations.
Diagram here is for install
dimensions and orientation.
12 Pedestrian Directional Sign - Sign Messages & Locations Sign Type: WIRED 13 Pedestrian Directional Sign - Sign Messages & Locations Sign Type: W-PED
W-PED Scale: No Scale W-PED Scale: No Scale
C
m
< Use "Symbol F"
for sign in this
location. r—
O
JOSS MARTI
PARK
DOWNTOWN
MIAMI
O
W. FLAGLER
STREET
MIAMI RIVER GREENWAY
Sign Panel Side 1
**Note:
Fabricator must
submit camera-
ready layouts of
all sign panels to
the City of Miami
for approval prior
to fabrication.
Sign Message W-PED-04
O
JOSE MARTI
PARK
DOWNTOWN
MIAMI
MIAMI RIVER GREENWAY
Sign Panel Side 2
3'-0"
N N 1.-0..
d d
m m
N
(entry gate into park)
**Note:
See "Signing and Marking"
plans for site sign locations.
Diagram here is for install
dimensions and orientation.
Sign Location W-PED-04
<
Use "Symbol C'
for sign in this
�
location.
JOSE MARTI
JOSE MARTI
PARR
PARR
DOWNTOWN
DOWNTOWN
MIAMI
MIAMI
in
-Note:
Osubmit
Fabricator must
camera-
O
ready layouts of
+
MIAMI RIVER
all sign panels to
MIAMI RIVER
GREENWAY
the City of Miami
GREENWAY
for approval prior
m
to fabrication.
MIAMI RIVER GREENWAY
MIAMI RIVER GREENWAY
Sign Panel Side 1
Sign Panel Side 2
Sign Message W-PED-05
EQ. EQ.
Sign Location W-PED-05
**Note:
See "Signing and Marking"
plans for site sign locations.
Diagram here is for install
dimensions and orientation.
14 Pedestrian Directional Sign - Sign Messages & Locations Sign Type: WIPED 15 Pedestrian Directional Sign - Sign Messages & Locations Sign Type: WIPED
W PED Scale: No Scale W-PED Scale: No Scale
4
Use "Symbol A"
for sign in this
location.
N O
O
DOWNTOWN
DOWNTOWN
MIAMI
a
MIAMI
n O
O
**Note:
JOSE MARTI
Fabricator must
submit camera -
JOSE MARTI
PARK
ready layouts of
PARK
MIAMI RIVER
all sign panels to
MIAMI RIVER
GREENWAY
the City of Miami
GREENWAY
for approval prior
n
to fabrication.
MIAMI RIVER GREENWAY
MIAMI RIVER GREENWAY
Sign Panel Side 1
Sign Panel Side 2
Sign
Message W-PED-06
Side 2 4'-0" (min.) - 6'-0"
ti T —�--
6 Side 1
2'-0„+/_
* * Note:
See "Signin7andMarking"
plans for sitations.
Diagram here is for install
dimensions and orientation.
Sign Location W-PED-06
Use "Symbol B
for sign in this
ONo
JOSE MARTI
location.
sign panel
back. This is a
sided sign in ti
PARK
location!
MIAMI RIVER
GREENWAY
**Note:
Fabricator mu!
submit camera
ready layouts
all sign panels
MIAMI RIVERGREENWAY
the City of Mie
for approval p
to fabrication.
Sign Panel Side 1
Sign Message W-PED-07
Sign Location W-PED-07
Sign Panel Side 2
**Note:
See "Signing and Marking"
plans for site sign locations.
Diagram here is for install
dimensions and orientation.
16 Pedestrian Directional Sign - Sign Messages & Locations Sign Type: W-PED 17 Pedestrian Directional Sign - Sign Messages & Locations Sign Type: W-PED
�W-PED Scale: No Scale �W-PED Scale: No Scale
Use "Symbol F
for sign in this
location.
N
O
DOSE MARTI
No sign panel
PARK
back. This is a
MIAMI RIVER
sided sign in t1
GREENWAY
O**Note:
location!
in
DOWNTOWN
Fabricator mu!
MIAMI
submit camera
ready layouts c
m
all sign panels
MIAMI RIVER GREENWAY
the City of Mia
for approval p
to fabrication.
Sign Panel Side 1
Sign Message W-PED-08
i
**Note:
See "Signing and Marking"
plans for site sign locations.
Diagram here is for install
dimensions and orientation.
Sign Location W-PED-08
18 Pedestrian Directional Sign - Sign Messages & Locations
W PED Scale: No Scale
Sign Panel Side ?
Sign Type: WIPED
<
Water -jet Cut
Painted Steel/
Aluminum Logo
& Graphics
Dimensional
Painted Steel/
Aluminum.
M�aM�a�vEaca�eNvv
E Painted Metal
Sphere
�m
R9
Internally illuminated
sign cabinet. Holds
_
30" x48" backlit
vinyl posters (one
-�*��•
each side).
E Painted Aluminum
/Steel Post
< Cast Aluminum
Wrap Around Base
Dimensional
Painted Steel/
Aluminum.
Front Elevation
**Note:
This is a double -sided sign.
Back elevation is similar.
Pedestrian Kiosk -Overview Sign Type: W-KSK
W-KSK Scale: 1"= V-0"
2'-8„
EQ r_1 1 "ter_ EQ
Multi -layer, water -jet cut steel
or aluminum symbol & sunburst.
See Sheet 9/W-KSK for details.
MIAMI RIVEF
GREENWAY
0
m
5" Dia. Painted Metal Sphere.
\'
Securely fasten/weld to post cap,
no visible fasteners. Paint to match
Matthews Acrylic Polyurethane
#30133/18645 Metallic Gold,
matte/semi gloss finish. (typ.)
1" tall x 4" dia. Aluminum or
Steel "cap". Welded to top of
3" post. Paint to match Matthews
Acrylic Polyurethane #30132 Black,
A
matte/semi gloss finish.(typ.)
2" Dia. Round Painted Aluminum or
A
i
Steel heavy -wall post. Weld to 3" post
and side of cabinet. Paint to match
Matthews Acrylic Polyurethane #30132
Black, matte/semi gloss finish.(typJ
3" Dia. Round Painted Aluminum or
Steel heavy -wall post. Post is sunk into
ground/sign footer. Paint to match
i
Matthews Acrylic Polyurethane
�
#30132 Black, matte/semi gloss finish.
V
2'-0" +/-tall "Yarmouth" Cast Alum.
Wrap Around Base. Weld to 3" post.
Paint to match Matthews Acrylic
Polyurethane #30132 Black, matte/semi
V
gloss finish. Ref: Alloy Castings Co., Inc.
151 West Union Street
East Bridgewater, MA 02333-0473
Phone (508) 378-2541
Fax (5 8) 378-1240
wvvw.alloycastings.com
**Note: ', < Steel or Aluminum post set into
Section A -A see Sheet 5/W-KSK'I, sign footer so that base is flush
Section B-B -- see Sheet 6/W-KSK with payment. Footer as req'd
Section C-C -- see Sheet 7/W-KSK'.____' to meet all local and national
Section D-D -- see Sheet 8/W-KSK codes.(typ.)
Pedestrian Kiosk - Overall Dimensions Sign Type: W-KSK ( Pedestrian Kiosk- Materials &Colors:Part 1 Sign Type: W-KSK
W-KSK Scale:1"= 1'-0" W-KSK Scale:1"= 1'-0"
NOTE:
2'-6"
INTERNAL STRUCTURE AS REQUIRED.
BQ
BO
CABINET IS TO BE WELDED STEEL
27„ +/-
CONSTRUCTION. NO VISIBLE FASTENERS
Constructed Steel/Alum. "box"
OR SCREWS. VENTILATION AND WEEP
with sides and top. Welded seams/
HOLES AS REQ'D ELECTRICAL CABLING
construction. Mount to top of sign
TO RUN THROUGH HOLLOW LEG OF
cabinet with fasteners inside cabinet.
DIRECTORY, NO VISIBLE CABLING. ALL
^na
Slot cut in top of box to allow symbol
to Paint to match Matthews
BALLASTS ETC. TO BE INTERNAL. NO
VISIBLE SIGN COMPANY/REGULATORY
CY
penetrate.
Polyurethane #30132 Black,
STICKERS ANYWHERE ON SIGN.
matte/semi gloss finish.(typ.)
IAcrylic
SECTION IS FOR DESIGN INTENT ONLY!
m M)pfM( RIVER Ci RF,EN�%p1i'
1/4" thk. painted steel plate with
SIGN FABRICATOR TO PROVIDE SHOP
/
silk-screen lettering. One panel each
DRAWINGS AND ALL ACTUAL in
1
side is stud mounted, with spacers, to
CONSTRUCTION DETAILS REQ'D TO
face of cabinet behind. Paint plate to
BUILD THIS SIGN TO THE INTENT
w
match Matthews Acrylic Polyurethane
SHOWN.
#29320 Dark Blue, matte/semi gloss
finish. "Friz Quadrata- Medium"
lettering is silk-screened in "white".
Continuous Stainless Steel "piano"
type hinge, one each side of cabinet.
Paint to match Matthews Acrylic
Polyurethane #30132 Black,
matte/semi gloss finish.(typ.)
Brass or Stainless Steel cabinet lock,
i
one each side of cabinet.
3" DIA. STEEL -
POST (TYP.)
Clear Lexan window in cabinet
i
frame door, one each side of
i
i
cabinet.
i
32" x 50" x 8" (deep) internally
i
illuminated sign cabinet. Cabinet is
i
to be welded steel/alum. construction.
Internal fluorescent light fixtures as
required to evenly backlight posters.
i
Holds 30" x 48" electrostatic backlit
vinyl posters (by others), 2 total (one
2"DIA. STEEL PIPE.
each side). Translucent white diffuser
WELD TO 3" POST. ATTACH
behind posters. Paint cabinet to match
CABINET W/INTERNAL FASTENERS.
Matthews Acrylic Polyurethane #30132
TRANSLUCENT WHITE
Black, matte/semi gloss finish.
ACRYLIC DIFFUSER PANEL.
THICKNESS AS REQ'D FOR
ADEQUATE, EVEN ILLUM.
1/4" thk. steel plate with wave pattern cut along bottom edge.
One panel each side is stud mounted, with spacers, to face of
L Sign contractor to coordinate with G.C. steel "fin". Paint to match Matthews Acrylic Polyurethane
and the City, the provision and install- #24100 (Medium Blue), matte/semi gloss finish.
ation of all necessary electrical hook-ups,
power requirements and sources of power. 1/4" thk. steel "fin" with wave pattern cut along bottom edge.
G.C./Sign contractorto insure that adequate "L" bracket welded to back, top edge. Weld one panel each
source of power is provided at all kiosk side to bottom of sign cabinet. Paint to match Matthews Acrylic
sign location points -of -connection. Polyurethane #30132 Black, matte/semi gloss finish.
4 Pedestrian Kiosk- Materials & Colors: Part 2 Sign Type: W-KSK
W KSK Scale:1"= 1'-0"
PROVIDE CLIP OR
SCREW METHOD FOR
INTERNALLY FASTENING
"ACRYLIC SANDWICH"
TOGETHER AND TO
CABINET.
CONTINUOUS ST/ST
CABINET HINGE
CABINET DOOR WITH
WINDOW OPENING
5 Pedestrian Kiosk- Partial Horizontal Section A -A
W KSK Scale: Actual Size
BRASS OR ST/ST CABINET LOCK
FLUORESCENT LIGHT FIXTURES IN
QUANTITY AND CONFIGURATION
REQ'D TO EVENLY AND ADEQUATELY
ILLUMINATE DISPLAY PANELS. ON/OFF
TOGGLE SWITCH ON TOP OF CABINET.
SANDWICHED
ELECTROSTATIC VINYL
PRINT
CLEAR PLEXIGLASS
SEAL AS REQ'D TO
WATERTIGHT DOORS.
1"
WINDOW
OPENING
IN DOOR
CLEAR LEXAN
WINDOW IN DOOR
Sign Type: W-KSK
5 1/2"
1/2„ 1/4"/ 112„
EQ. 7 7 EQ.
1/4" thksteel/alum. water -jet
cut "sunburst". Welds to 1/2"
thick rings in front & behind.
1/2" thk. steel/alum. "ring".
Welds to symbol & sunburst.
Securely fastens/welded to top
of cabinet with mounting
bracket concealed inside "box".
1/4" thksteel/alum. water -jet
cut symbol with wave graphic.
Symbol welds to 1/2" thick
rings in front & behind.
Constructed Steel/Alum.
"box" with sides and top.
Welded seams/construction.
Mount to top of sign cabinet
with fasteners inside cabinet.
Slot cut in top of box to allow
symbol to penetrate.
1 /4"
1"
1/2" Dia. steel "dowels", one
in each corner. Weld to back
ofsign panel. Paint to match
Matthews Acrylic Polyurethane
#30132 Black, matte/semi gloss
finish. (typ.)
Opening
cut in top
1/4" thkpainted steel
plate with silk-screen
lettering. One panel each
side is stud mounted, with
spacers, to face of cabinet
behind.
Tamper -proof stainless
v
steel fasteners (typ.)
Mounting bracket
welded to top of
cabinet.
_JI
stainless
Z
� Tamper -proof
steel —>
fasteners
(typ.)
1/8" thk. steel plate with wave pattern cut along bottom edge.
One panel each side is stud mounted, with spacers, to face of
steel "fin". Paint to match Matthews Acrylic Polyurethane
#24100 (Medium Blue), matte/semi gloss finish. No sharp edges!
1/2" Dia. steel "dowels", one in each corner. Weld to back of
sign panel. Paint to match Matthews Acrylic Polyurethane
#30132 Black, matte/semi gloss finish. (typ.)
Tamper -proof stainless steel fasteners (typ.)
1/8" thk. steel "fin" with wave pattern cut along
bottom edge. "L" bracket welded to back, top edge.
Weld one panel each side to bottom of sign cabinet.
Paint to match Matthews Acrylic Polyurethane
#30132 Black, matte/semi gloss finish. No sharp edges!
"L" bracket welded to back of "fin" and
to bottom of sign cabinet. Paint to match
Matthews Acrylic Polyurethane #30132
Black, matte/semi gloss finish. (typ.)
u1 u
N
1/4" 1„ 1/4' 5„+/_ 1/4" 1„ 114„
Pedestrian Kiosk - Partial Vertical Section B-B Sign Type: W-KSK Pedestrian Kiosk- Partial Vertical Section C-C Sign Type: WillW-KSK Scale: Half Actual Size W-KSK Scale: Half Actual Size
8 Pedestrian Kiosk- Partial Vertical Section D-D
W-KSK Scale: Half Actual Size
5" Dia. Painted Metal Sphere.
Threaded onto steel mounting
stud and secured with adhesive/
welds. Once installed, this should
not be removeable!
1" tall x 4" dia. Aluminum or
Steel "cap". Welded to top of
3" post.
Stainless Steel stud threaded
and welded into steel cap.
3" Dia. Round Painted Aluminum
or Steel heavy -wall post. Post is
sunk into ground/sign footer.
2'-0' +/- tall "Yarmouth" Cast
Alum. Wrap Around Base.
Weld to 3" post.
Sign Type: W-KSK
EQ.
i
i
i
i
`--------------
1/4" thk. steel/alum.
water -jet cut symbol
with wave graphic.
Symbol welds to 1/2"
thick rings in front
& behind.
2 3 " +/-
EQ.
--------- -- --��-- -- -----------------------
1z
i
i
i
i
i
i
i
------y-.vyyvyy.yyvyyvyy.yy-------------- -------
Mounting bracket. Welds to top of cabinet.
Steel "rings" weld or mech. fasten to bracket.
1/2" thk. steel/alum. "rings". Weld one ring to each side
of 1/4" symbol & sunburst. Securely fastens/welded to top
of cabinet with mounting bracket concealed inside "box".
**Note: There are two of these rings. One attaches to the face of the symbol,
the other to the back of the symbol. See section B-B, Sheet 6/WKSK.
See Sheet 10NV-KSK for more details.
Pedestrian Kiosk- Symbol Construction Details
W KSK Scale: 3"= V-0"
;S
IM
Sign Type: W-KSK
Paint "sunburst" front & back faces and edges
to match Matthews Acrylic Polyurethane #30133/18645
Metallic Gold, matte/semi gloss finish. Carefully and
acurately mask and spray. No hand painting!
--------------------�7:
Paint "circle & symbol" front & back faces
and edges to match Matthews Acrylic
Polyurethane #30132 Black, matte/semi
gloss finish. Carefully and acurately mask
and spray. No hand painting!
Paint 'rings' all surfacesto match
Matthews Acrylic Polyurethane
#30132 Black, matte/semi gloss
finish. Carefully and acurately mask
and spray. No hand painting!
Open airspace.
Open airspace. Metal
here Is cut away (Typ.)
- Paint "wave" front & back
faces and edges to match
Open airspace
Matthews Acrylic Polyurethane
(wave). Metal
424100 (Medium Blue), matte/
here is cut
semi gloss finish. Carefully and 7 ( Front)
away. (Typ.)
acurately mask and spray.
No hand painting! '---------------------------------------'
( Back )
-----------------------------------------
10 Pedestrian Kiosk-"City"Symbol Detail
k,Y±Sl Scale: Y= 1'-0"
311
color speuncauons.
Sign Type: W-KSK
Paint "sunburst" front & back faces and edges
to match Matthews Acrylic Polyurethane #30133/18645
Metallic Gold, matte/semi gloss finish. Carefully and
acurately mask and spray. No hand painting!
-----------------
Paint "wave" front & back
faces and edges to match
Matthews Acrylic Polyurethane
424100 (Medium Blue), matte/
semi gloss finish. Carefully and
acurately mask and spray.
No hand painting! ,-_-----__
Paint "circle & symbol" front & back faces
and edges to match Matthews Acrylic
Polyurethane #30132 Black, matte/semi
gloss finish. Carefully and acurately mask
and spray. No hand painting!
Paint "rings" all surfacesto match
Matthews Acrylic Polyurethane
#30132 Black, matte/semi gloss
finish.
Carefully and acurately mask
and spray. No hand painting!
Open airspace
(wave). Metal
( Front) here is cut
away. (Typ.)
--------------------------
(Back)
-----------------------------------------
11 Pedestrian Kiosk -"Tree"Symbol Detail
k,V±Sl Scale: Y= 1'-0"
Open airspace.
Open airspace. Metal
here Is cut away (Typ.)
311
color speuncauons.
Sign Type: Will
f Use "City" symbol < Use "Tree" symbol
for sign in this for sign in this
location. location.
MIAMI RIVER GREENWAY MIAMI RIVER GREENWAY MIAMI RIVER GREENWAY MIAMI RIVER GREENWAY
(Greenway (Advertising (Greenway (Advertising
Map) i Poster) i Map) i Poster) i
i f i
A]
Side 1 Side 2 Side 1 Side 2
Sign Message W-KSK-01 Sign Message W-KSK-02
4,_0„ (min.) 4'-0" (min.)
m �
N • � I �n
EJ Q EQ_
EQ.
EQ.
* * Note:
See "Signing and Marking"
plans for site sign locations.
**Note: Diagram here is for install
See "Signing and Marking" dimensions and orientation.
plans for site sign locations.
Diagram here is for install
Sign Location W-KSK-01 dimensions and orientation.
Sign Location W-KSK-02
12 Pedestrian Kiosk- Sign Messages & Locations Sign Type: W-KSK 13 Pedestrian Kiosk- Sign Messages & Locations Sign Type: W-KSK
W-KSK No Scale W-KSK No Scale
Use "City" symbol
for sign in this
location.
MIAMI RIVER GREENWAY MIAMI RIVER GREENWAY
\
(Greenway (Advertising `
Map) i Poster) i
i
i
i
Side 1 Side 2
Sign Message W-KSK-03
ry
**Note: m o
See "Signing and Marking"
plans for site sign locations.
Diagram here is for install
dimensions and orientation.
21-0„+/
Sign Location W-KSK-03
14 Pedestrian Kiosk- Sign Messages & Locations
W-KSK No Scale
ARf Use "Tree" symbol
for sign in this
location.
MIAMI RIVER GREENWAY MIAMI RIVER GREENWAY
\
(Greenway (Advertising `
Map) i Poster) i
i
Side 1 Side 2
Sign Message W-KSK-04
Sign Location W-KSK-04
Sign Type: W-KSK I5 Pedestrian Kiosk- Sign Messages & Locations
W KSK No Scale
E Q.
E Q.
**Note:
See "Signing and Marking"
plans for site sign locations.
Diagram here is for install
dimensions and orientation.
Sign Type: W-KSK
** Note:
Details of this sign type are included 'for information only'.
All historical marker signs will be fabricated and installed
by others in locations shown. G.C. to coordinate with
historical sign sub -contractor, all site conditions/work,
sign footers and sign installations.
Water -jet Cut
Painted Steel/
Aluminum Logo
FORT DALLP,S & Graphics
Painted Steel/ —
Aluminum Frame
Porcelain Enamel
Sign Panel w/photo
and 5-6 color graphics.
Painted Metal —
Sphere
Painted Aluminum
/Steel Post
Cast Aluminum
Wrap Around Base
Front Elevation
1 Historical Marker Sign - Overview
UV -HIS Scale: /'= 1'-0"
Rear Elevation
Sign Type: W-HIS
1' - 2" +/ 2" 2"
1/4"
EQ. EQ.
1"-I- "ORT DALLA 1"
rki
4
`+ 3"
0
0
ry
Front
10 1/2"+/-
Historical Marker Sign - Overall Dimensions
W-HIS Scale: 1"= 1'-0"
Side
Sign Type: W-HIS
14"
1l4" Thk. Steel or Aluminum Plate
water" thk.t logo. Logo iswelded
PORT D A L i A C
FORT 1 1J1�LL1�J
"Title Text" to match
to V4" thk. 2" x 2" base plate. Base
�+ Base
I
PMS 661 C Dark Blue. (typ.)
plate is welded as "cap" top
The b,III (mown xd Y as F°e Dallas w —1, paIt °r me -ig—I
Changes each panel. (typ.)
three
2" square post. Logo is painted three
I wmpoend Imown N' that name. Tn'Is swdere was bout in as
No sharp corners! (typ.) colors of Matthews Acrylic Polyurethane.
L.a
,• trvth r° ='Il,� e so.l I,le n° . whi h w I MI ei
See Sheet 8M/-HIS for more detai Is.
them°nth °rthe Mlam� rover °,the e°eh �elr c°�,t"-d °reatrve
�olnlc limes roan A me see. th wild'Ins 'Is me earliest I
"Story Text (english)" to match
sury , example or native llmvtone w ns,", in Miami.
I I
PMS 661 C Dark Blue. (typ.)
FORT IUAL.NAS
whQ eesr,h e, Mta t" tarot° bn°,, me ear�reta �Id rah, me
u.5. J h's rrarear the bulldinss br
Changes each panel. (typ.)
'""'`"' 14" x 34' Porcelain Enamel sign panel,
I, occeped pia-- and usel
its h.a eart=-rs. F,Ikh never rehrned to FI°nda and the Army
D ii,, ir, J833 denr,s the Third semi�Ie war. Ti-.
with 1" flange. Panel has 5-6 colors, and
(rtwas abandoned forthe last time in 1858.
I I
—Note:
photo. Different artwork in each location.
ed
opn�s the ,whair°r mw e �mete=mF �Mpry, the ilding ,awed
14" x 34" x 1" Porcelain Enamel
Aluminum or Steel "frame`. - y- `&' Panel has holes properly drilled through
:'". "Y �.m_^
a st°re. t °rr . o-znms pest and r°r a sn°rt eme. =.z the
peen° a rrD decoenty m iou plans wereanno d W destro
the
sign panel on 16 - 18 Gauge steel.
9 P 9
1" all-around frame on face, Y' sides to accept mounting hardware. No
Wlldln Comm unity led he n5lami W°men's Clpb and
s p �'
5-6 Colors, with PMS matching.
_
with 2" sides/returns. Fasten=''=�x' `,�'�� �' visible fasteners.
the D,f Mi r, or the American lieu°Ivtlon, railed to save it, and the I
mri
I c'Iy °r Miami asreed t° plue a In wmm�s rarrt Tne wlldlns was I
Sign text and graphics change
g g p g
to with flush tam er- r000f y = __
P P
gym°°shed and re b,ilt when It s ds t id sins a1I °'Isinrl
each location, camera-ready art
hardware through sides. Paint p "W_':_ s ;; 4
materials. rresemly'Itserties as the neon°use �r me oaesmers °litre
nmerl n oI tbn
will be provided. Graphics shown
to match Matthews Acrylic ` .. y'-`,„=
�'' �':7".�:3.�.•
I Ti-.
are for Design Intent and Bidding
e-
Polyurethane #30132 Black,
be ildlns Imown wd y as Foe Dallas was only paIt or the original
p—d I— W that names Thl, ,w�wre wu w�It to tam a,
purposes, actual graphics are still
mattelsemi loss finish.
g
sia�e quarters r°rtne w'Iuem ensilsn plantar°n. wn�n w Iocat4 at
e m° m °nne M ami iwer—ff. n°an
mGtic limesbne ,,,d amthe the build,, Is Me eadte,t
in development. Fabricator will
receive finished artwork at time
rvNlnse ample or at a ngt°nQtwnStm,tAn in Miami.
of Fabrication.
2"+l- Square Painted Aluminum to
when ensr,h eft Mtaml to to �reia �Id a me
or Steel heavy -wall post. Post
1,nm ?,t,,d
u.5. /vmy o=coped h's pia Maron rrarear and usel the bulldinss ror
ns nexlquar�rs. i;nsll.h never retemed t° Fbnda and me Army
is securely welded to inside of
Y
-
brshed r°e �Ihs .n 1ass drdes the rhlrd �m Im war The i
re wuaband°ned�rmelutrmein�asa.
3" round post. Flush cap with 5" Dia. Painted Metal Sphere. Drilled
`^
Line of overlapping frame.
water -jet cut too is welded to to allow 2" pipe to pass through.
1 9
oedns me record nav°r me n'Inet�mn �eMwry, the wlldins served
, a ,m. p«t oFFce 'hmin3 wrt and M a short time, a the
Frame overlaps 1" all around.
top to prevent water intrusion. Cleanly weld to t" post. Paint to
,°prth°r,e �r D=d C ling. Ie i92s plan, we.e aee°reed ru de,t� i
match Matthews Acrylic Polyurethane
Paint to match Matthews Acrylic y y
the wild, c°mm petty s�rp-led U, the Miami w°men i clpb and
me ID? nAh rs °r me American lrev°Iv<'I°n. railed t°save it. and me
"Story Text (spanish)" to match
Polyurethane #30132 Black, #30133118645 Metallic Gold, matte!
c'Iy °r Miami asreed t° pion a In remmps raer Tne building was
PMS 202C Dark Red. Changes
mattelsemi gloss finish. semi gloss finish.
d,m,Ilrh,.r .nr m-war whom t lit d, t:.r v;es A ,1I
m terial,. rBenny It,ene,a,the npbh°p,e 1,me Dapshters°rtne I
American liewlut'on. I
each panel. (typ.)
, . 3" Dia. Round Painted Aluminum or
I
1" tall x4" dia. Aluminum or Steel heavy -wall post. Post is sunk into
I
I
Steel "cap". Welded to top of ground/sign Tooter. Paint to match
Black & White Photo(s).
3" post, and to sides of 2" post Matthews Acrylic Polyurethane
- _
Changes each panel. (typ.)
that penetrates it. Paint to match 00 #30132 Black, mattelsemi gloss finish.
Matthews Acrylic Polyurethane
#30132 Black, mattelsemi gloss 4 2'-0' +1-tall "Yarmouth" Cast Alum. Wrap
Background (above
finish. Around Base. Weld to 3" post. Paint to
-
"wave") painttomatch
match Matthews Acrylic Polyurethane
PMS 7401C Light Cream
#30132 Black, mattelsemi gloss finish.
Note: Ref: Alloy Castings Co., Inc.
(typ.)
Section A -A -- see Sheet SMI-HIS 151 West Union Street
Section B-B Sheet 6M1-HIS East Bridgewater, MA 02333-0473
I
" Villagers Logo" to match
-- see
I
PMS 661 C Dark Blue. (typ.)
Section C-C -- see Sheet 7/W-HIS Phone (508) 378-2541 Fax (508) 378-1240
www.alloycastings.com
I I
MIAMI RIVER GREENWAY
—"Wave" is White.(typ.)
"Miami RiverGreenway"
Steel or Aluminum post set into
text is White.(typ.)
sign footer so that base is flush
m r,---------
------------------
with pavment. Footer as req'd
to meet all local and national
codes.
Background (below "wave")
to match PMS 299C Medium
.—..
EQ Blue.(Tvp.) E4'
3 Historical Marker Sign - Materials &Colors Sign Type: W-HIS 4 Historical Marker Sign -Typical Sign Panel Dimensions Sign Type: W-HIS
W HIS Scale:l"= 1' 0" W HIS Scale: 3'= 1'-0"
2"+/- Square Painted Aluminum
or Steel heavy -wall post. Post
is securely welded to inside of
3" round post. Flush cap with
water -jet cut logo is welded to
top to prevent water intrusion.
Paint to match Matthews Acrylic
Polyurethane #30132 Black,
matte/semi gloss finish.
1/8" thk. +/- Aluminum or Steel "pan", back
with four sides, welded seams/construction.
Fasten from inside to 2" post, novis.
fasteners. Paint to match Matthews
Acrylic Polyurethane #30132 Black,
matte/semi gloss finish.
i I �
i
5" Dia. Painted Metal Sphere.
Drilled to allow 2" pipe topass
through (below).
3" Dia. Round Painted Aluminum
or Steel heavy -wall post (below).
Flush, Tamper -proof screws
in quantities as required.
Heads painted to match
metal frame (typ_)
Internal blocking/structure,
"weep" holes (if needed)
as req'd.
Mounting hardware as req'd
through inside back of sign
panel construction (typ.)
Flush S/S mounting hardware with nylon
1
washers through side of pan & Porcelain
Enamel sign. Qty. as req'd (typ.)
Internal Plywood blocking/fill
inside Porcelain Enamel pan
14" x 34" Porcelain Enamel sign panel,
with 1" flange. Panel has 5-6 colors, and
photo. Different artwork in each location
Panel has holes properly drilled through
sides to accept mounting hardware.
1/8" thk. +/- Aluminum or Steel "frame".
1" all-around frame on face, with 2" sides/returns.
Welded seams/construction. Fasten to "pan",
with flush tamper-pr000f hardware as required
through sides. Paint to match Matthews
Acrylic Polyurethane #30132 Black,
matte/semi gloss finish.
-----------------------------
14" x 34" Sign
panel in front.
2"+/- Square Painted
Aluminum or Steel
heavy -wall post. Post
is securely welded to
inside of 3" round
post.
Mounting hardware as req'd
through inside back of sign
panel construction (typ.)
---------------------------------------
5" Dia. Painted Metal Sphere.
Drilled to allow 2" pipe to
pass through. Cleanly weld
to 2" post.
1" tall x 4" dia. Aluminum or
Steel "cap". Welded to top of
3" post, and to sides of 2" post
that penetrates it.
3" Dia. Round Painted Aluminum
or Steel heavy -wall post. Post is
sunk into ground/sign footer.
2'-0" +/-tall "Yarmouth" Cast
Alum. Wrap Around Base.
Weld to 3" post.
Historical Marker Sign - Horizontal Section A -A Sign Type: W-HIS �6 Historical Marker Sign - Partial Vertical Section B-B Sign Type: W-HIS
W HIS Scale: Half Actual Size W-HIS Scale: Half Actual Size
1/4"
EQ. EQ.
Flush, Tamper -proof screws 1/4" Thk. Steel or Aluminum Plate
in quantities as required. water -jet cut logo. Design to be
Heads painted to match computer cut from available digital
metal frame (typ.) vector artwork to exactly duplicate
symbol. Logo is welded to 114" thk.
2" x 2" base plate. Base plate Is
118" thk. +/- Aluminum or Steel welded as "cap" to top of 2" square
"frame". 1" all-around frame on post. See sheet 8/W-HIS for more
face, with 2" sides/returns. Welded symbol details.
seams/construction. Fasten to "pan",
with flush tamper-pr000f hardware
as required through sides.
1/4" thk. 2" x 2" Steel or Aluminum
base plate. Welded as "cap" to top
of 2"square post. Cap sits 1/2" below
top of 20" x 36" panel in front so
connection and welds are not visible
77 from the front.
15/8 \
Flush S/S mounting hardware
with nylon washers through
side of pan & Porcelain Enamel Mounting hardware as req'd
sign. Qty as req'd (typ.) through inside back of sign
panel construction (typ.)
14" x 34" Porcelain Enamel
sign panel, with 1" flange.
Panel has holes properly
drilled through sides to /
accept mounting hardware.
4 2"+/- Square Painted Alum.
Internal Plywood blocking/fill
or Steel heavy -wall post.
Post issecurely welded to
inside Porcelain Enamel pan
inside of 3" round post.
1/8" thk. +/- Aluminum or
Steel "pan", back with four
sides, welded reams/construction.
Fasten from inside to 2" post,
no vis. fasteners.
14" +/-
Paint "sunburst- front & back 1/4" Thk. Steel or Aluminum Plate water -jet cut
faces and edges to match logo. Design to be computer cut from available
Matthews Acrylic Polyurethane digital vector artwork to exactly duplicate symbol.
#30133/18645 Metallic Gold, All Historic Marker Signs, Sign Type W-HIS always
matte/semi gloss finish. use this symbol.
Carefully and acurately mask
and spray. No hand painting!
Open airspace.
(white shapes
within symbol)
Metal here is
cut away.(Typ.)
1/2" long rectangular "tab" at bottom of symbol. Welds to 2"
post cap. Tab should not be visible when sign is viewed from
front! Top of sign panel overlaps and conceals entire tab. (typ.)
Paint "circle & symbol" front & back faces and edges to
match Matthews Acrylic Polyurethane #30132 Black,
matte/semi gloss finish. Carefully and acurately mask
and spray. No hand painting!
Paint "wave" front & back faces and edges to match
Matthews Acrylic Polyurethane #24100 (Medium Blue), matte/
semi gloss finish. Carefully and acurately mask and spray.
No hand painting!
**Note:
Symbol is water -jet cut out of (1) piece of metal plate. Color breaks are achieved by
carefully masking and spraying "waves" and "sunburst". Router/laser cut masking
from digital files should be used for precision_ (1) sample must be supplied and
approved for quality of metalwork and paint finish prior to full production.
Symbol pictured was in final development at time of spec. document. Please obtain
final versions from City prior to manufacture.
Historical Marker Sign - Partial Vertical Section C-C Sign Type: W-HIS Historical Marker Sign - Symbol Specifications Sign Type: W-HIS
W HIS Scale: Half Actual Size W-HIS Scale: Y= 1'-0"
SCOT ISH RITE
TEMPLE
aa.M
r
rvunrvu over cre�wnv
Sign Message W-HIS-01
Sign Location W-HIS-01
9 Historical Marker Sign - Sign Messages & Locations
W HIS Scale: No Scale
**Note:
"Scottish Rite Temple"
Porcelain Enamel historical
marker. Camera-ready art
with actual text and photo
will be supplied to Sign
Fabricator. Art shown is
for design intent and
specification purposes
only.
**Note:
See "Signing and Marking"
plans for site sign locations.
Diagram here is for install
dimensions and orientation.
Details of this sign type are
included 'for information only'.
All historical marker signs will
be fabricated and installed by
others in locations shown. G.C.
to coordinate with historical
sign sub -contractor, all site
conditions/work, sign footers
and sign installations.
Specific locations are shown
for signs located within the
scope of the new Greenway
construction. City will provide
locations for Historical signs
that do not fall within the
areas of new construction.
Sign Type: W-HIS
MIAMI RIVER INN
s
Sign Message W-HIS-03
EQ. EQ.
Sign Location W-HIS-03
10 Historical Marker Sign - Sign Messages & Locations
W-HIS Scale: No Scale
**Note:
"Miami River Inn" Porcelain
Enamel historical marker.
Camera-ready art with actual
text and photo will be supplied
to Sign Fabricator. Art shown is
for design intent and specification
purposes only.
**Note:
See "Signing and Marking"
plans for site sign locations.
Diagram here is for install
dimensions and orientation.
Details of this sign type are
included 'for information only'.
All historical marker signs will
be fabricated and installed by
others in locations shown. G.C.
to coordinate with historical
sign sub -contractor, all site
conditions/work, sign footers
and sign installations.
Specific locations are shown
for signs located within the
scope of the new Greenway
construction. City will provide
locations for Historical signs
that do not fall within the
areas of new construction.
Sign Type: W-HIS
-L o U11- mgii vv/pdintfilled
recess Set flush into sidewalk.
1 Pedestrian Mile Marker - Overview Sign Type: W-MIM
W MIM Scale: 3"= 1'-0"
Inner circle behind Mile Number and "waves"
is recessesd. Background texture is "travertine".
Paint fill to match Matthews Acrylic Polyurethane
#30132 Black, semi -gloss finish.
r A —Note: See Sheet 31W-MIM
for Section A -A
I
Raised "bullit",
Satin Bronze
Finish (typ.)
Inner ring with
raised "waves"
&Mile Numbers,
A
Satin Bronze Finish
Ring/band behind "Miami River
Outer ring & "Miami River Greenway' &
Greenway" & "Miles" lettering is
"Miles" raised lettering, Satin Bronze Finish
recessesd. Background texture
is "travertine". Paint fill to match
1/4" Thk. Cast Bronze sign w/raised lettering &
Matthews Acrylic Polyurethane
paint filled recess. Set flush into sidewalk with
#29320 Dark Blue, semi -gloss finish.
anchor hardware as req'd. No visible fasteners.
Heavy -Duty exterior clear coat. Number changes
each location, in increments of 1/4 mile. See Sheet
4 & 5/W-MIM fortypical layouts.
1 Pedestrian Mile Marker- Dimensions, Materials & Colors Sign Type: W-MIM
W MIM Scale: Half Actual Size
Grout or elastic filler, to match pavement
color, between edge of sign and concrete _
(only if required). There should be little to
no gap between sign and pavement, large
filled seams or visible gaps will not be
accepted.
Sign is recessed into pavement at
proper depth so that top surface of
sign is flush with surface of pavement.
1/4" Thk. Cast Bronze sign w/paint
filled recess. Set flush into sidewalk
with anchor hardware as req'd. No _
visible fasteners. Heavy -Duty exterior
clear coat.
Threaded Stainless Steel studs
and concrete anchors, attached
to bosses on back of cast sign.
Set into concrete. (typ.)
a 1 4 a 24 �
FILES iLjILES .
MILES MILES .
R CRF � E R CRF @�4 E R CRF
el
3A I"i a 1 4 ilE 4 24
• MfLF-S MILES MILES .
�v F R GR �V F R
MILES MILES
** Note:
Layouts above show typical number layout for fractions of first mile;
single -digit miles (Miles 4-9 similar to layouts shown above); and
single -digit fractions of a mile (in 1/4 mile increments.)
Typeface: "Friz Quadrata"
( Pedestrian Mile Marker - Horizontal Section A -A Sign Type: W-MIM 4 Pedestrian Mile Marker -Typical Layouts 1 Sign Type: W-MIM
W-MIM\,J Scale: Actual Size liW MIM Scale: 1 1/2"= V- 0"
¢�v E R CRC ��� R CRC �S�E RR CRR
10, 114 1y a 1 y ¢ 124 a
1 1
MILES MILES MILES .
@�J E R Gv E R G P� 4�J E R
102 >. < 112
MILES MILES Ar11LES .
E R CR¢ @�� E R CRtt @�� R CRcP
¢ 104 114 Q 124
MILES MILES AjILt, .
@�v E R CRC ��V E R CRcc J E R CRR
a101��<lla 412a
�IgILES MILES
** Note:
Layouts above show typical number layout for double-digit miles (Miles 13+ similar
to layouts shown above); and double-digit fractions of a mile (in 1/4 mile increments.)
Typeface: "Friz Quadrata'
5Pedestrian Mile Marker -Typical Layouts 2 Sign Type: W-MIM
W MIM Scale: 1 1/2"=V-0"
iy
11/2Mi \
T
9
Sign Number
s
> W-MIM-03
a
PP
1 1/4 Mi.
Lummus
Pa rk
Park
95
Sign Number
W-MIM-02
**Note:
1 Mi
* = 1/4 Mile distances along Miami River.
Stars indicate approximate locations of
where Mile Marker signs W-MIM should
be installed. (3) markers fall within current
J.-M.rri
scope, labeled on map as W-MIM-01,
Park
W-MIM-02, W-MIM-03.
Confirm all locations with City prior to
ti *3/4 Mi.
fabrication and installation.
See Sheets 71 W-MIM, 8/W-MIM, 9/W-MIM
Sign Number
for more details.
W-MIM-01
T
w�
*1/2 Mi.
Downtown /
* 1/4 Mi. Miami
0 Miles
(Mouth
/
Miami Rivee r)
6 Pedestrian Mile Marker - Overall
Mile Marker Locations Sign Type: W-MIM
W-MIM No Scale
I
**Note:
Fabricator must
submit camera-
ready layouts of
all sign panels to
\
the City of Miami for approval prior
to fabrication.
Sign Location W-MIM-01
Sign centers on sidewalk
in front of W-PED-08,
Pedestrian Directional sign.
Sign Location W-MIM-01
**Note:
Fabricator must
submit camera-
ready layouts of
all sign panels to
the City of Miami
for approval prior
to fabrication.
Sign Location W-MIM-02
Miami River Inn
SW SOUTH RIVER DRIVE
of sidewalk and planter, in
Sign Location W-MIM-02 the vicinity of W-HIS-03,
Miami River Inn Historical Sign.
( Pedestrian Mile Marker - Sign Messages & Location Sign Type: W-MIM �8 Pedestrian Mile Marker - Sign Messages & Location Sign Type: W-MIM
W-MIM Scale: No Scale W MIM Scale: No Scale
**Note:
Fabricator must
submit camera-
ready layouts of
all sign panels to
the City of Miami
for approval prior
to fabrication.
Sign Location W-MIM-03
Sig.. ------------
of sidewalk and planter, in
the vicinity ofW-PED-01, Sign Location W-MIM-03 (Detail)
Pedestrian Directional Sign.
NW NORTH RIVER DRIVE
• llll I IIII
W-PED-01
W-MIM-03 Pedestrian Directional Sign.
(See detail above)
Sign Location W-MIM-03
o Pedestrian Mile Marker - Sign Messages & Location Sign Type: W-MIM
W MIM Scale: No Scale
Aluminum/Steel Sign
Panel w/silkcreeened
graphics.
c Painted Metal
Snhere
Front Elevation Rear Elevation
1 Perimeter Pedestrian Directional Sign - Overview Sign Type: W-PRM
�W-PRM Scale: Y= Y-0"
2"
14" EQ. EQ.
Front Elevation Rear Elevation
2 Perimeter Pedestrian Directional Sign - Overall Dimensions Sign Type: W-PRM
W PRM Scale:1"= 1'-0"
14" x 20" x 3/16" Thk.
Aluminum or Steel Sign Panel.
Painted & Silk -Screen finish.
Vertical "L" brackets welded to
back of panel for mounting. No
visible fasteners! Back and edges
paint to match Matthews Acrylic
Polyurethane #30132 Black,
matte/semi gloss finish. See sheet
4/W-PRM for sign face colors &
dimensions.
Aluminum/Steel "L" bracket -�
welded to back of sign panel.
Paint to match Matthews Acrylic
Polyurethane #30132 Black, r
mattelsemi gloss finish. A
2"+/- Square Painted Aluminum
or Steel heavy -wall post. Post
is securely welded to inside of
3" round post below. Flush cap
is welded to top to prevent
water intrusion. Paint to match
Matthews Acrylic Polyurethane
#30132 Black, matte/semi gloss
finish.
5" Dia. Painted Metal Sphere.
Drilled to allow 2" pipe to pass
through. Cleanly weld to 2" post
Paint to match Matthews Acrylic
Polyurethane #30133/18645
Metallic Gold, matte/semi gloss
finish.
1" tall x 4" dia. Aluminum or
Steel "cap". Welded to top of
3" post, and to sides of 2" post
that penetrates it. Paint to match
Matthews Acrylic Polyurethane
#30132 Black, matte/semi gloss
finish.
3" Dia. Round Painted Aluminum or —
Steel heavy -wall post. Post is sunk into
ground/sign footer. Paint to match
Matthews Acrylic Polyurethane
#30132 Black, matte/semi gloss finish.
—Note:
Section A -A -- see Sheet 6/W-PED
Section B-B -- see Sheet 7/W-PED
Front Elevation steel or Aluminum post set into - Rear Elevation
sign footer so that base is flush
with pavment. Footer as req'd
to meet all local and national
codes.
3 Perimeter Pedestrian Directional Sign - Materials & Colors Sign Type: W-PRM
W PRM Scale:1"= 1'-0"
N
OD
M
c
FC1 �t 1/52" PC)
.., ..11lm
**Note:
All sign finishes must
be applied in accordance
with the highest industry
standards. Paint finish
must be hard and durable,
scratch and scuff resistant.
Finishes should be UV
resistant for harsh South
Florida environment.
Fabricator should
recommend treatment
or finish to allow easy
removal of grafitti.
All text, arrow & symbol
graphics, silk-screen
to match Matthews
Acrylic Polyurethane
#11477 White, matte/
semi gloss finish. Silk-
screening to be clean,
sharp. White to be
bright and opaque, no
bleed through of blue
beneath. Ink to be
j durable and scrubable,
suitable for exterior
use.
Background (above
"wave") paint to match
Matthews Acrylic
Polyurethane #29320
Dark Blue, matte/semi
gloss finish.
"Wave" paint to match
Matthews Acrylic
Polyurethane #11477
White, matte/semi
gloss finish.
Background (below "wave") paintto match
Matthews Acrylic Polyurethane #24100
Medium Blue, matte/semi gloss finish.
4 Perimeter Pedestrian Directional Sign - Sign Panel Dimensions Sign Type: Will
W PRM Scale: Y= Y-0"
0
MIAMI RIVER
GREENWAY
0
MIAMI RIVER
GREENWAY
4
MIAMI RIVER
GREENWAY
T
Layout A Layout B Layout C
0
MIAMI RIVER
GREENWAY
K
0
MIAMI RIVER
GREENWAY
21
Layout D Layout E
99
MIAMI RIVER
GREENWAY
V
AQL
Up
MIAMI RIVER
GREENWAY
N
Layout G Layout H
5 Perimeter Pedestrian Directional Sign - Sign Panel Layouts
W PRM Scale: 1 1/2"= Y-0"
0
MIAMI RIVER
GREENWAY
Layout
**Note:
See Sheet 4/W-PRM for all
dimensions and details.
Sign Type: Will
14" x 20" x 3/16" Thk.
Aluminum or Steel Sign Panel.
Painted & Silk -Screen finish.
Vertical "L" brackets welded to
back of panel for mounting. No
visible fasteners! Back and edges
paint to match Matthews Acrylic
Polyurethane #30132 Black,
matte/semi gloss finish. See sheet
4/W-PRM for sign face colors &
dimensions.
5" Dia. Painted Metal Sphere.
Drilled to allow 2" pipe to pass
through (below).
3" Dia. Round Painted Aluminum
or Steel heavy -wall post (below).
r i
�
Flush, Tamper -proof screws
\
in quantities as required.
Heads painted to match
/
"L" bracket.(Typ.)
2"+/-Square Painted Aluminum
or Steel heavy -wall post. Post
is securely welded to inside of
3" round post below. Flush cap
is welded to top to prevent
water intrusion. Paint to match
Matthews Acrylic Polyurethane
#30132 Black, matte/semi gloss
finish.
Aluminum/Steel "L" bracket
welded to back of sign panel.
Paint to match Matthews Acrylic
Polyurethane #30132 Black,
matte/semi gloss finish.
-------------------------------------------
14" x 20" x 3/16" Thk.
Aluminum or Steel
Sign Panel.
2"+/-Square Painted
Aluminum or Steel
heavy -wall post. Post
is securely welded to
inside of 3" round
post.
5" Dia. Painted Metal Sphere.
Drilled to allow 2" pipe to
pass through. Cleanly weld
to 2" post.
1"tall x4" dia. Aluminum or
Steel "cap". Welded to top of
3" post, and to sides of 2" post
that penetrates it.
3" Dia. Round Painted Aluminum
or Steel heavy -wall post. Post is
sunk into ground/sign footer.
6 Perimeter Pedestrian Directional Sign - Horizontal Section A -A Sign Type: W-PRM ( Perimeter Pedestrian Directional Sign - Partial Vertical Section B-B Sign Type: W-PRM
W-PRM Scale: Half Actual Size W PRM Scale: Half Actual Size
qu
MIAMI RIVER
GREENWAY
'I`
Layout C
Sign Message W-PRM-01
1'- 0 " +/-
**Note:
Fabricator must
submit camera-
ready layouts of
all sign panels to
the City of Miami
for approval prior
to fabrication.
0
T
D ' ♦ **Note:
♦ ♦ See "Signing and Marking"
plans for site sign locations.
Diagram here is for install
dimensions and orientation.
Sign Location W-PRM-01
u
Sign W-PRM-04
See sheet 12NV-PRM
for more details.
ME
—Note:
These (3) W-PRM, Perimeter Directional signs
are part of the Greenway scope, but are not
located within the new construction zones.
These signs are to be fabricated as part of the
contract, and an installation price given.
G.C./Sign Contractor must coordinate final
placement, installation with the City of Miami.
Sign W-PRM-03
See sheet 11/W-PRM
for more details.
7
L
Sign W-PRM-02
See sheet 10NV-PRM
for more details.
JOSE MARTI PARK
O
G
Sign Locations W-PRM-02, W-PRM-03, W-PRM-04
8Pedestrian Perimeter Directional - Sign Messages & Locations Sign Type: W-PRM Pedestrian Perimeter Directional - Sign Locations in Jose Marti Park Sign Type: W-PRM
W-PRM No Scale W PRM No Scale
Aah
99
MIAMI RIVER
GREENWAY
71
Layout E
Sign Message W-PRM-02
**Note:
Fabricator must
submit camera-
ready layouts of
all sign panels to
the City of Miami
for approval prior
to fabrication.
—Note: Note: P
Z ��
Sign to be positioned
adjacent to new path,
just before bend.
Coordinate/verify
exact location New Greenway path
on -site with City. within Jose Marti Park
Sign Location W-PRM-02
(Intent only, verify all conditions on -site)
MIAMI RIVER
GREENWAY
4
Layout B
Sign Message W-PRM-03
0
**Note:
Sign to be positioned at
back of existing pedestrian
walkway directly across
from stairs down to river.
Coordinate/verify exact
location on -site with City.
1'- 0
**Note:
Fabricator must
submit camera-
ready layouts of
all sign panels to
the City of Miami
for approval prior
to fabrication.
Sign Location W-PRM-03
(Intent only, verify all conditions on -site)
Greenway path
rway within Jose
ark
10 Pedestrian Perimeter Directional - Sign Messages & Locations Sign Type: W-PRM 11 Pedestrian Perimeter Directional - Sign Messages & Locations Sign Type: W-PRM
W PRM No Scale W-PRM No Scale
0
MIAMI RIVER
GREENWAY
T
Layout C
Sign Message W-PRM-04
**Note,
Fabricator must
submit camera-
ready layouts of
all sign panels to
the City of Miami
for approval prior
to fabrication.
Existing Greenway path
within Jose Marti Park
**Note:
Sign to be positioned adjacent
to existing pedestrian path at
park exit. Coordinate/verify
exact location on -site
with City.
Sign Location W-PRM-04
(Intent only, verify all conditions on -site)
12 Pedestrian Perimeter Directional - Sign Messages & Locations Sign Type: W-PRM
W-PRM No Scale
Part Three:
Symbol Application
oOWNTOwN
MiAMi MIAMI RIVER GREENWAY
MIAMI RW ER
JOSt MARTI
=.
PARR
s_
IIAMI fW fStGfEENWnY
�' emu'-:
O
_... ..._......._. ,_. .................... _.__......, _.,y.,. __._...to circle
routed in wood. Paint all surfaces to match Matthews Acrylic Polyurethane
k30132 Black, matte/semi glossfinish.(typ.) Attaches securely to wood slats with
tamper -proof screws through back. No visible fasteners! (1) logo per recepticle,
horizontally center on side of unit. Fabricator must verify/coordinate details
and dimensions with Trash receptacle manufacturer.
**Note: Trash receptacle fabricator to rout circle in side of wood slats at size and
depth to accomodate symbol. Routed wood areashould be cleaned and finished
to match face of wood slats (typ_)
See Sheet 2/W-MISC for Section A -A
1 Miami River Greenway Symbol - Applied to Typical Trash Receptacle
W MISC Scale: Full Size
ROUTE
FOR PL
Miami River Greenway Symbol - Typical Trash location
OF PLAQUE
Litter Receptacle Spec.
(by others- for ref. only):
30" D x 38" H "Plainwell"
Litter Receptacle; Top opening
Ipe Wood Side Panel; 35 Gallon
Surface Mount
Manufacturer:
Landscapeforms
431 Lawndale Ave.
Kalamazoo, MI 49048
1-800-521-2546
269-381-3455 FAX
Tamper -proof flush mount stainless steel screws
through back in quantity and configuration as
required to securley fix symbol to wood slats.
No visible fasteners' (typ.)
II Wood slats, verify dimensions.
No Scale
3 5/8" Dia. x 1/4" thick water-jetcut aluminum Greenway Logo.
Sets into circle routed in wood. Attaches securely to wood slats
with tamper -proof screws through back. No visible fasteners!
3 3/4" Dia. x 1/4" deep routed circle in wood slats.
Horizontal Section A -A Through Symbol Scale: Full Size
2 Miami River Greenway Symbol - Typical Trash Receptacle: Section & Location
W MISC Scale: As Noted
Sets into circle routed in wood. Paint all surfaces to match Matthews
Acrylic Polyurethane #30132 Black, matte/semi glossfinish.(typ.)
Attaches securely to wood slats with tamper -proof screws through
back. No visible fasteners! (1) logo per bench, horizontally center
on backrest of bench. Fabricator must verify/coordinate details
and dimensions with bench manufacturer.
**Note: Bench fabricator to rout circle in side of wood slats at size
and depth to accomodate symbol. Routed wood area should be
cleaned and finished to match face of wood slats. (typ.)
See Sheet 4/W-MISC for Section B-B
Bench Spec. (by others- for ref. only):
"Plainwe I l" Bench; 72"; Ipe Wood Seat panel with Center Arm Rest; Surface Mount
Manufacturer:
Landscapeforms 431 Lawndale Ave. Kalamazoo, MI 49048 1-800-521-2546 269-381-3455 FAX
73114
2112 �327/8 2,M
�327/8 21rz
n
WOOD Si WOOD ROUTED
AND BACK TO RECEIVE
PLAQUE.
70
72
Miami River Greenway Symbol - Typical Bench location
3 3/4" Dia. x 1/4" deep
routed circle in wood sl
3 5/8" Dia. x 1/4" thick
cut aluminum Greenwa
Sets into circle routed it
Attaches securely to we
with tamper -proof scre)
through back. Novisibl
fasteners!
Vertical Section B-B Through Symbol
14
No Scale
Tamper -proof flush mount stainless
steel screws through back in quantity
and configuration as required to
securley fix symbol to wood slats.
No visible fasteners! (typ.)
Wood slats, verify dimensions.
Miami River Greenway Symbol - Applied to Typical Bench Miami River Greenway Symbol - Typical Bench: Section & Location
W MISC Scale: Full Size W MISC Scale: As Noted
Scale: Full Size