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HomeMy WebLinkAboutExhibitMIAMI BAYNALK& RIVERWALK Waterfront Materials Index 1Y� 1 'Ill \ 10 i ,1 110r1 Supplemental to Waterfront Standards and Waterfront Design Guidelines found in Section 3.11 and Appendix B of Miami 21 Adopted by City of Miami Resolution xxxx on July 22, 2021 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 1 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, Neal Schafers, Suzanne Schwartz, Patrice Gillespie Smith, David Snow & Troy Simmons Updated June, 2021 DP(, IFCT MATERIALS 6 SIGNAGE & WAYFINDING 14 HARDSCAPE 18 LIGHTING 24 SITE FURNITURE PLANTING MATERIALS MATRIX 67 APPENDIX CONTENTS 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. 4 Waterways & Waterbodies with Waterfront Properties Legend Properties on Waterways Properties on Waterbodies Submerged/Partially Submerged Waterways (navigable) Waterbodies (non -navigable) City Boundary -m1r- i1a!-„ Project Connectivity Map 141 Connected Needs improvement No Connection -O. Primary Path Secondary Path Water Taxi • Metro Mover Station OParking lot Metro Mover Rail rPlirt PORIE 0 500• moo' F;s BISIAMOLVDIVPV rrr SIGNAGE & WAYFINDING Brand, Logo & Design Pillars WATERFRONT MATERIALS INDEX Signage & Wayfinding Five pillars were identified as the inspiration for this effort: Ecology, History, Culture, Resiliency & Identity. The Miami Baywalk & Riverwalk will provide an experience that will celebrate Biscayne Bay and the Miami River ecology, history, & culture by connecting people to a continuous, vibrant, resilient and iconic waterfront. 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. 8 PRIMARY LOGO LOCK -UP To be used on print, web & social media (MI&MI LOGO MARK Stand alone 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 rAgy =e F4<t 3 CO WATERFRONT MATERIALS INDEX Font Standards Signage & Wayfinding 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 Aa ABCDEFGHIJKLMNOPQRSTUVWXYZ abcclefgkijklmnopqrstuvwxyz 1234567890 SECONDARY SIGNAGE FONT TRADE GOTHIC CONDENSED No.20 Font to be used on the District Orientation Map only. Aa IIIMIAMIDDA DOWNTOWN DEVELOPMENT AUTHORITY ABCDEFGHIJKLMNOPQRSTUVWXYZ abcdefghijkimnopgrstuvwxyz 1234567890 9 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. 10 PAINTSAll paints to have Satin Flolsh unless otherwise specified. All painted surfaces are to be on aluminum. 0 MP32071 Wonder White 0 MP05295 Neutral Grey DISTRICT COLORS MP04761 Steel Wool 0 Miami Baywalk Branded Gradient BRICKELL DISTRICT PS Pb MP05041 MP12477 Roseate Spoonbill Orchis Purple DISTRICT COLORS OMNI DISTRICT 0 MP00190 Matchbox Car Orange 0 MP00205 Orange Ember DOWNTOWN DISTRICT MP12528 MP00142 Yellow Crownbeard Golden Oldie BRICKELL DISTRICT Brickell District Gradient OMNI DISTRICT Omni District Gradient DOWNTOWN DISTRICT Downtown District Gradient WATERFRONT MATERIALS INDEX Signage & Wayfinding MATERIALSAll materials to be provided as 8"x8" sample or as part of a mock-up for approval. M1 Frosted Acrylic Miami Baywalk District Flag Directional on Existing Pole (REQUIRED) Baywalk signage is required on all waterfront properties east of the Brickell Bridge. 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 Coo_DETAIL VIEW SCALE 1 11/2" = 1' IlIMIAMIDDA DOWNTOWN DEVELOPMENT AUTHORITY so BRICKELL \ SECOND LOCATION WATERFRONT MATERIALS INDEX Signage & Wayfinding DOWNTOWN `j I Pi SECOND LOCATION r Dimensional arrow 000_FRONT VIEW SCALE 1 3/4" = 1' Attached to existing pole Existing pole Sub grade footing regulred 2 1/2" with painted return 11 Miami Baywalk District Identity Sign (REQUIRED) Baywalk signage is required on all waterfront properties east of the Brickell Bridge. 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 12 i g Top painted pal54s perforated and adhered to solid backer WATERFRONT MATERIALS INDEX Signage & Wayfinding 1" THK painted returns Sign type is one continuous piece --- base of sign Sub grade footing required Sub grade footing required Sub grade footing required FRONT VIEW SCALE] 3/4"=1' IDE VIEW SCALE 3/4"=1' BACK VIEW SCALE 3/4"= 1' Miami Riverwalk Signage (REQUIRED) WATERFRONT MATERIALS INDEX!I Signage & Wayfinding 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 Riverwalk signage is required on both sides of the river on all waterfront properties west of the the Brickell Bridge, except T3. 0 DOWNTOWN MIAMI 0 MIAMI RIVER JOSE MARTI PARK Co.scALE[ II s//N 0'1ECTIONAL W-PED I�IMIAMIDDA DOWNTOWN DEVELOPMENT AUTHORITY MIAMI RIVER GREENWAY Co.scAE[ II s//N KIOSK W-KSK FORT DALLAS CO' SIU LEIS xc //NA"=r717 H-HIS MIAMI RIVER GREENWAY �sPcAE;R3i/N ORECTIONAL W-PRM 13 HARDSCAPE WATERFRONT MATERIALS INDEX Paving & Hardscape Background & Intent Paving & Hardscape 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, thermally-modified/acetylized wood may be used. IlIMIAMIDDA DOWNTOWN DEVELOPMENT AUTHORITY 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. 15 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. 16 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 • 1"-3" 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. Paving Details BRICK ON EDGE 1/2" MORTAR JOINT SOLDIER COUR HERRINGBONE PATTERN DETAIL SCALE: NTS SOLDIER COURSE RUNNING BOND PATTERN DETAIL SCALE: NTS IiIMIAMIDDA DOWNTOWN DEVELOPMENT AUTHORITY 8" x 8" CONC. PAVER SOLDIER COURSE 8" x 8" REINFORCED CONC. BAND AT PAVERS EDGES ADJECENT TO PLANTING AREAS MIL I WATERFRONT MATERIALS INDEX Paving & Hardscape 6 I `,I ja ' 010 H III=III III III PERMEABLE PAVER EDGER DETAIL SCALE: NTS NOTE: See appendix for full details PERMEABLE CONCRETE PAVER SYSTEM OR STONE PAVEMNET. SEE PING DETAILS AGGREGATE IN OPENINGS LOOSE RIVER ROC( PUNTING AREA 848' CONCRETE CURB BEDDNG LAYER. \ CONCEAL. TYP. SEE PAVING SET SOLDIER ROW OF DETAILS \ PAVER WITH GROUT 8' LAYER OF 1.00% \ OVER CONC. CURB. 157 STOLE EL+3.43 2048 DESIGN KNG TOE ELEVATION +3.43 PROPOSED STORM TREATMENT SYSTEM WITH STORMTECH BY ADS. 115E SC-1801P BAYWALK DRNNNGE RETENTION AND TREATMENT AREA WITH WASHED BALLAST R0CKf4 SINGLE LAYER OF GREOGRID BX124GG TO BE INSTALLED BELOW THE NON -WOVEN FILTER FABRIC. SUBBASE BEDDING COURSE BY PERMEABLE PAVER MANUFACTURER COMP. SUBGRADE BY DESIGN ENGINEER PER PRODUCT REQUIREMENTS. BULKHEAD CAP 3' SAFETY ZONE e4-000000potototvrootootf of of of of of ssitorporporpro. SELECTED FLL NON -WOVEN FILTER FABRIC TO BE APPLIED ALONG SIDES AND BOTTOM OF TRENCH TYPICAL BAYWALK DRAINAGE SYSTEM SCALE: NTS LIGHTING WATERFRONT MATERIALS INDEX Lighting Background & Intent Lighting 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. IlIMIAMIDDA DOWNTOWN DEVELOPMENT AUTHORITY Baywalk curved lightpole with colored LED strip "Necklace" of light on the bayfront Riverwalk "mast" lightpole with colored LED cap 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 10th 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 shall 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. 20 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 BLE 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 BLE device, however with budget in mind the first most critical light feature to be installed with BLE 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 BLE 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) 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 Baywalk Lightpole Louis Poulsen (Fixture and Pole) + LEDlinear (Strip) - Assembled and Shipped by Louis Poulsen 91 Watts Bluetooth Control for LED Color Changing Strip IlIMIAMIDDA DOWNTOWN DEVELOPMENT AUTHORITY NOTE: See appendix for full details 16' WATERFRONT MATERIALS INDEX Lighting 1-2'5" 3' 1/8"-1 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 o or c anging ip is op ional upstream of the Flagler street bridge on the north bank of the River and upstream of the Metro -rail bridge on the south bank of the river. 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. 22 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 Matrik and 4ppendik for Product Specifications Layers of Light Applications (Additional Options) Uplights - for sculptures or specialty trees and planting Solar Markers - for the water's edge IlIMIAMIDDA 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. IIIMIAMIDDA 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 26 69" bench w/ center arm WATERFRONT MATERIALS INDEX Site Furniture Refer to lyateriais lyatrik and Appendik for Product Specifications Standard Stone Bench (optional) • Dominican Shel'stone • 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 IlIMIAMIDDA DOWNTOWN DEVELOPMENT AUTHORITY WATERFRONT MATERIALS INDEX Site Furniture Refer to Materials Matrix and Appendix for Product Specifications 27 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) 28 or made out of reclaimed Greenheart wood. 0 2 SCALE: 3l8" = 1'-0" 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 rl Chipman Chair Landscape Forms Marine grade Aluminium, 100% recyclable Silver IIIMIAMIDDA DOWNTOWN DEVELOPMENT AUTHORITY Bench MLB870 (or approved equivalent) Maglin Center Arm, Marine grade or E-Coat Rust Proofing, Thermory wood or High density paper composite Mit Catena Chair Landscape Forms Marine grade Aluminium, 100% recyclable Silver WATERFRONT MATERIALS INDEX Site Furniture Chill Lounge Landscape Forms Polyethylene Daisy, Habanero, Fog and Otter Foro or Battery Collection Table Maglin Marine grade or E-Coat Rust Proofing, 100% recyclable Gunmetal MCL720 Chaise Lounge Maglin Powdercoated steel or wood Gunmetal n' is '14 :,t ;; .1� Column Table Forms+Surfaces Stainless Steel, Spun stainless steel, Finish: Satin Refer to Materials Matrix and Appendix for Product Specifications 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 30 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 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 for Product Specifications Additional Placemaking Elements (optional) The Ephemeralist Ping Pong Table POPP Pink/Gray Aluminum Corocord Domes & Arches* Kampon Hot -tip galvanized steel IlIMIAMIDDA DOWNTOWN DEVELOPMENT 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 & Riverwa I k. 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. Planting 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. 34 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 DEVELOPMENT 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 Large Canopy Trees (> 40') Gumbo Limbo Bursera sirnaruba Short leaf Fig, Wild Banyan Flcus citrifolia 36 Beauty Leaf Calophyllurr, brasi/iense Wild Tamarind Lysi/orna latisiliquurn White Silk Floss Chorisia insignis Red Bay Persea borbonia WATERFRONT MATERIALS INDEX Planting Silk Floss Tree Chorisia speciosa Jamaican Dogwood Piscidia piscipula Satin Leaf Chrysophyllurn oliviforrne Sand Live Oak Quercus genlinata Large Canopy Trees (> 40') Live Oak Quercus virginiana Bald Cypress Taxodiun-) dist/churrn IlIMIAMIDDA DOWNTOWN DEVELOPMENT AUTHORITY Soapberry Sapindus saoonaria Tipu Tree, Rosewood Tipuana tipu Paradise Tree Simarouba giauca WATERFRONT MATERIALS INDEX Planting West Indies Mahogany Swietenia rnahagoni Wild Tamarind Tarnarindus indica 37 Medium Sized Trees (15 - 30') Sweet Acacia Acacia farnesiana Sea Grape Cocco/oba uvifera 38 Black Mangrove AVicennia gern-inans * inundation -tolerant Green Buttonwood Conocarpus erecta Verawood Bulnesia arborea Ironwood, Red Stopper Eugenia confuse WATERFRONT MATERIALS INDEX Planting Pitch Apple, Autograph Tree C/usia rosea Japanese Fern Tree Piliciurr) decipiens Pigeon Plum Cocco/oba diversifolia Dahoon Holly //ex cassine Medium Sized Trees (15 - 30') Black Ironwood krugiodendron ferreum Mexican Palo Verde Parkinson/a acU/eata IlIMIAMIDDA DOWNTOWN DEVELOPMENT AUTHORITY White Mangrove LaguncUlaria racemosa * inundation -tolerant Red Mangrove Rh//ophora mangle "inundation -tolerant Simpson Stopper Myrcianthes fragrans Small Accent Trees (<20') WATERFRONT MATERIALS INDEX Planting Madagascar Olive Noronhia emarginata Jamaica Caper Tree Capparis cynophallophora Madagascar Screw Pine Pandanus utilis Silver Buttonwood Conocarpus erectus Sericeus' 39 Small Accent Trees (<20') Orange Geiger Tree Cordia sebestena Joewood JacgUlnia keyensis 40 White Stopper Eugenia akillaris White Frangipani P/Un7eria a/ba Spanish Stopper Eugenia foetida Frangipani PIUrr7eria ribra WATERFRONT MATERIALS INDEX Planting Seven Year Apple Genlpa cl,siifolia Desert Cassia Senna oolyphylla Lignum-vitae Guaiacum officinale Sweet Acacia Vachellia farnesiana Palms Paurotis Palm Acoe/orrhaphe Wright -II Maypan Coconut Palm Cocos nucifera N/aypen' IlIMIAMIDDA DOWNTOWN DEVELOPMENT AUTHORITY Christmas Palm, Manila Palm gdonidia rnerrillii Buccaneer Palm Pseudophoenix sargentil Silver Bismarck Palm Bisrnarkcia nobilis Florida Royal Palm Roystonea elata WATERFRONT MATERIALS INDEX Planting Silver Palm Coccothrinax argentata Cuban Royal Palm Roystonea regia Green Malayan Coconut Palm Cocos nucifera `Green Malayan' Cabbage Palm Saba/palmetto Palms Silver Saw Palmetto Serenoa cinera Windmill Palm 7achycarpus fortune/ Saw Palmetto Serenoa repens Montgomery Palm Veitchia montgorneryana Key Thatch Palm Thrinax rnorrisii WATERFRONT MATERIALS INDEX Planting Florida Thatch Palm Thrinax parviflora Thatch Palm Thrinax radiata Large Shrubs (>6') Giant Leather Fern 4crostichum danaeifolium American Beautyberry Callicarpa americana IlIMIAMIDDA DOWNTOWN DEVELOPMENT AUTHORITY Century Plant Agave americans Natal Plum Carissa grandiflora Spineless Century Plant Agave attenuate Bahama Senna Cassia bahamensis WATERFRONT MATERIALS INDEX Planting Desert Bird of Paradise Caesalpinia gilliesii Green Cocoplum Chrysobalanus icaco/horizontalis Pride of Barbados Caesalpinia pulcherrirna Red Tip Cocoplum Chrysobalanus icaco `Red Tip' 43 Large Shrubs (>6') Small leaved Pitch Apple C/us/a guttifera Queen Emma's Spider Lily Crinum asiaticum `Queen Emma' 44 Sea Grape Cocco/oba uvifera Cherokee Bean Erythrina herbacea Green Buttonwood Conocarpus erectus Thryallis Ga/phirnia gracllls WATERFRONT MATERIALS INDEX Planting Silver Buttonwood Conocarpus erectus Sericeus' Firebush Namella Patens New Zealand Cabbage Palm Cordyline australis Dwarf Firebush Harne/ia Patens `CornpaCta' Large Shrubs (>6') Tropical Hibiscus Hibiscus rosa-sinensis Bay Cedar Suriana maritime IIIMIAMIDDA DOWNTOWN DEVELOPMENT AUTHORITY Oleander Nerium o/eander Spanish Bayonet Yucca aloifolia Wild Coffee Psychotria nervosa Adam's Needle Yucca sma///ana WATERFRONT MATERIALS INDEX Planting Firecracker Plant Russelia equisetiforrnis Necklace Pod Sophora tomentosa Small to Medium-sized Shrubs (3' - 6') Sea Lavender Argusia gnaoha/odes Royal Fern Osrnunda rega/is 46 Golden Dewdrop Duranta erecta `Goldmound' Indian Hawthorn Rhaohioleois indica Crown of Thorns Euphorbia rr�ilii Tropical Sage Salvia cocc/nea WATERFRONT MATERIALS INDEX Planting Spider Lily HYmenocallis latifolia Inkberry Scaevo/a plurr,ieri Sword Fern Nephrolepis spp. Coontie Zamia floridana Groundcovers (<2') Perennial Peanut Arachis glabrata Dwarf Natal Plum Larissa rhacrocarioa Nana IlIMIAMIDDA DOWNTOWN DEVELOPMENT AUTHORITY Scarlet Weed Ascleplas curassavica White Striped Flax Lily Dianella tasmanica `Variegate' Foxtail Fern Asparagus rneyerii Golden Creeper Ernodia /ittora/is WATERFRONT MATERIALS INDEX Planting Sea Oxeye Daisy Borrichia arborescens Natal Plum Car/ssa macrocama Brazilian Dwarf Morning -Glory Green Island Ficus Evolvulus glomeratus Ficus `Green Island' 47 Groundcovers (<2') Creeping Ficus Ficus Purriila repens Dune Marsh Elder Iva irribrica to Narrowleaf Yellowtop Flaveria llnearis Pineland Lantana Lantana depressa var. floridana Blanket Flower Gaillardia pulchella Gopher -Apple Licania michauxii WATERFRONT MATERIALS INDEX Planting Beach Sunflower Nelianthus debilis Railroad Vine Ipornoea pes-ca%orae Evergreen Giant Lilyturf Wart Fern Liriope muscari 'Evergreen Giant' N/icrosorurn scololoendriun7 Groundcovers (<2') Sensitive Plant Mimosa strigillosa Purple Heart Tradescantia pallida Purpurea' IIIMIAMIDDA DOWNTOWN DEVELOPMENT AUTF-cF;:i •: Sea Purslane Portulaca spp. * inundation -tolerant Star Sedum Sedum sarmentosa WATERFRONT MATERIALS INDEX Planting d 44- Sea Purslane Sesuviurn i ortulacastrum * inundation -tolerant Asiatic Jasmine TMache/ospermum aslaticum Ornamental Grasses Pink Muhly Grass Njuhlenbegia capillaris Florida Gama Grass Tripsacum floridana 50 Smooth Cordgrass Spartina alterniflora * inundation -tolerant Sea Oats Unlola paniculata Sand Cordgrass Spartina bakeri * inundation -tolerant WATERFRONT MATERIALS INDEX Planting Saltmeadow Cordgrass Spartina batons * inundation -tolerant Fakahatchee Grass itipsacurr- dactyloides Vines Boungainvillea, Paper Flower Bougainvillea glabra Cape honeysuckle Tecornarie capens/s IlIMIAMIDDA DOWNTOWN DEVELOPMENT AUTHORITY Trumpet Vine Campsis radicans Creeping Fig Ficus purrilla WATERFRONT MATERIALS INDEX Planting Maypop, Passionflower Passiflora incarnata Mexican Flame Vine Senecio confuses 51 Turfgrasses Bermuda Grass Cynodon dactylon 52 Seashore Paspalum Paspalumn distichurn * inundation -tolerant St. Augustine Grass Stenotaphrurn secundaturn WATERFRONT MATERIALS INDEX Planting Zoysia Grass Zoysia iaoonica 'Empire' Planting Botanical Name Common Name WATERFRONT MATERIALS INDEX Sun/Shade Aerosol Baywalk, Size and Spacing Light Salt Spray Riverwalk, Florida Height x Width Preference Tolerance or Both Native Minimum Size Requirements Planting LARGE CANOPY TREES 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 Calophyllum 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 Chrysophyllum oliviforme Satin Leaf 35-45" x 18-25' FS to PS Moderate Both ✓ 10' Ht. x 6' Spr./ B&B/ Full Ficus citrifolia Short leaf Fig, Wild Banyan 40-70' x 30-40' FS Med to Low Riverwalk ✓ 12' Ht. x 6' Sprd. Lysiloma latisiliquum Wild Tamarind 30-60' x 30-50' FS to PS High Both ✓ 12' Ht. x 6' Sprd./ 3" Cal min./ B&B/ Full 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' Sprd./ B&B Quercus geminata Sand 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 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 Sapindus saponaria Florida Soapberry 35-40' x 25-35' FS High Both ✓ 10'-12' Ht. x 6'-7' Sprd./ B&B Simarouba glauca Paradise Tree 40-50' x 25-35' FS to PS Med to High Both ✓ 10'-12' Ht. x 6'-7' Sprd./ B&B Swietenia mahagoni West Indies Mahogany 40-60' x 40-60' FS to PS High Both ✓ 12' Ht. X 6' Spr. / B&B/ Single/ Straight Trunk/ Full Tamarindus indica Wild Tamarind 40-65' x 40-50' FS Med to Low Riverwalk 12' Ht. x 6' Sprd./ Full/ B&B Taxodium distichum Bald Cypress 60-80' x 25-35' FS to PS Medium Both ✓ 14' Ht. x 7' Sprd./6" Cal/Sgl. Str. trunk/Full/B&B Tipuana tipu Tipu Tree, Rosewood 25-50' x 25-50' FS Med to Low Riverwalk 10'-12' Ht. x 6'-7' Sprd./ B&B MEDIUM-SIZED TREES Acacia farnesiana Sweet Acacia 15-25' x 15-25' FS Med to High Riverwalk ✓ 8' Ht. x 4' Sprd./ B&B 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 Conocarpus erecta Green Buttonwood 30-45' x 20-30' FS High Both ✓ 10' Ht. x 6' Sprd./ B&B/ Standard/ Tree Form Eugenia confusa Ironwood, Red Stopper 15-35' x 15-25' FS to PS Moderate Riverwalk 10' Ht. x 6' Sprd./ 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 Ilex cassine Dahoon Holly 20-30' x 8-12' FS to PS Moderate Riverwalk ✓ 10' Ht. x 6' Sprd./ B&B/ Standard/ Tree Form Krugiodendron ferreum Black Ironwood 20-30' x 15-25' FS to PS Moderate Riverwalk ✓ 10' Ht. x 6' Sprd./ 25 Gal/ Heavy/ Full Laguncularia racemosa White Mangrove 35-50' x 40-60' FS High Baywalk ✓ 4' Ht. x 2' Sprd./ 7 Gal/ Full Myrcianthes fragrans Simpson Stopper 20-30' x 15-25' FS to PS High Both ✓ 6' Ht. x 3' Sprd./ 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 IlIMIAMIDDA DOWNTOWN DEVELOPMENT AUTHORITY Denotes a plant that has a high tolerance for aerosol salt spray Planting Botanical Name Common Name WATERFRONT MATERIALS INDEX Sun/Shade Aerosol Baywalk, Size and Spacing Light Salt Spray Riverwalk, Florida Height x Width Preference Tolerance or Both Native Minimum Size Requirements Planting SMALL ACCENT TREES Capparis cynophallophora Jamaica Caper Tree 6-15' x 8-12' FS to PS Moderate Riverwalk V 10' Ht. x 6' Sprd./ B&B/ Standard/ Tree Form Conocarpus erectus `Sericeus' Silver Buttonwood 15-20' x 15-20' FS High Both V 10' Ht. x 6' Sprd./ B&B/ Standard/ Tree Form Cordia sebestena Orange Geiger Tree 15-25' x 8-15' FS High Both ✓ 8' Ht. x 4' Sprd./ B&B Eugenia axillaris White Stopper 15-25' x 8-15' FS to PS Moderate Riverwalk ✓ 8' Ht. x 4' Sprd./ B&B Eugenia foetida Spanish Stopper 12-20' x 15-20' FS to PS High Both V 10' Ht. x 6' Sprd./ B&B/ Standard/ Tree Form Genipa clusiifolia Seven Year Apple 10-20' x 15' FS to PS Moderate Riverwalk ✓ 8' Ht. x 4' Sprd./ B&B Guaiacum officinale Lignum-vitae 10-30' x 8-12' FS to PS High Both ✓ 5'-6' Ht. x 4' Sprd./ 15 Gal Jacquinia keyensis Joewood 8-10' x 8-12' FS to PS High Both V 5'-6' Ht. x 4' Sprd./ 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 Riverwalk 6' Ht. x 3' Sprd./ 20 Gal./ Full/ Standard Vachellia farnesiana Sweet Acacia 15-25' x 15-25' FS Moderate Riverwalk 8' Ht. x 4' Sprd./ B&B PALMS Acoelorrhaphe wrightii Paurotis Palm 15-25' x 10-15' Sun or Shade High Both V 12-15' Ht. / B&B/ 7 stem min/ Full to ground Adonidia merrillii Christmas Palm, Manila Palm 12-25' x 5-8' FS to PS Med to High Both 8' O.A./ Full hd./ FG 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 6-7' Sun or Shade High Both V 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 Maypan' Maypan 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 V 8' O.A./ Full hd./ FG Roystonea 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 palmetto 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 V 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 V 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 Trachycarpus 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 LARGE SHRUBS Acrostichum danaeifolium Giant Leather Fern 6-12' x 8-14' FS to PS Moderate Riverwalk V 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 Caesalpinia 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 Callicarpa americana American Beautyberry 3-8' x 4-8' FS to PS Med to Low Riverwalk ✓ 3' O.A./ 7 Gal Carissa grandiflora Natal Plum 6-10' x 4-10' FS to PS High Both 18" O.A./ 3 Gal/ 24" O.C. 54 Denotes a plant that has a high tolerance for aerosol salt spray Planting Botanical Name Common Name Sun/Shade Aerosol Baywalk, Size and Spacing Light Salt Spray Riverwalk, Florida 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 Chrysobalanus 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 Conocarpus 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 Cordyline 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' Sprd./ 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. Galphimia gracilis Thryallis 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 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 equisetiformis Firecracker Plant 4-5' x 4-5' FS to PS Moderate Riverwalk 24" O.A./ 3 Gal/ 36" 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 6-8' x 3-5' FS to PS Moderate Riverwalk ✓ 3' O.A./ 7 Gal/ 36" O.C. SMALL TO MEDIUM-SIZED SHRUBS Duranta erecta Goldmound' Golden Dew Drop 2-5' x 2-3' FS to PS Med to Low Riverwalk ✓ 18" O.A./ 3 Gal/ 24" O.C. Euphorbia milli Crown of Thorns 2-3' x 1-2' Full Sun High Both 8"-12" O.A./ 1 Gal/ 12" O.C. Heliotropium gnaphalodes Sea Lavender 3-5' x 3-6' Full Sun High Baywalk ✓ 18" O.A./ 3 Gal/ 36" O.C./ Full Hymenocallis 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 1-4' x spreads indefinite Sun to FShade Med to Low Riverwalk ✓ 18" O.A./ 3 Gal/ 24" O.C. Osmunda regalis Royal Fern 2-3' x 2-3' Part to Full Shade Low Riverwalk ✓ 18" O.A./ 3 Gal/ 24" O.C. Rhaphiolepis indica Indian Hawthorn 3-7' x 6-10' FS to PS Moderate Both 18" O.A./ 3 Gal/ 24" O.C. Salvia coccinea Tropical Sage 2-4' x 1-2' FS to PS Med to High Both ✓ 18" O.A./ 3 Gal/ 24" O.C. Scaevola plumieri Inkberry 2-3' x 3-8' FS to PS High Baywalk ✓ 24" O.A./ 3 Gal/ 36" O.C./ Full Zamia furfuracea Cardboard Palm 2-5' x 5-8' FS to PS Med to High Both 3' O.A./ 7 Gal/ 36" O.C. Zamia integrifolia Coontie 2-5' x 5-8' FS to PS Med to High Both ✓ 3' O.A./ 7 Gal/ 36" O.C. IIIMIAMIDDA DOWNTOWN DEVELOPMENT AUTHORITY Denotes a plant that has a high tolerance for aerosol salt spray WATERFRONT MATERIALS INDEX Planting 55 Planting Botanical Name Common Name WATERFRONT MATERIALS INDEX Sun/Shade Aerosol Baywalk, Size and Spacing Light Salt Spray Riverwalk, Florida Height x Width Preference Tolerance or Both Native Minimum Size Requirements Planting GROUNDCOVERS Arachis glabrata Perrenial Peanut 6" x spreads indefinite FS to PS Med to High Both ✓ 12" O.A. /1 Ga1/18" O.C. Asclepias curassavica Scarlet Weed 1-2' x 1-2' Full Sun Med to Low Riverwalk ✓ 12" O.A. /1 Ga1/18" 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. Aspidistra elatior Cast Iron Plant 1-2' x 1-2' Sun to FShade Low Riverwalk 24" Ht. x 24" Sprd./ 3 Gal/ 24" O.C. Borrichia arborescens Silver Sea Oxeye Daisy 2-4' x 2-3' Full Sun High Baywalk ✓ 2' Ht. / 3 Gal. / 24" O.C./ Full Carissa macrocarpa Natal Plum 1-2' x 4-8' FS to PS Med to High Both 24" Ht. x 24" Sprd./ 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 Variegata' 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 V 12" O.A. /1 Ga1/15" 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 `Green Island' Green Island Ficus 2-4' x 3-5' FS to PS Med to High Both ✓ 30" ht x 30" spr/3 gal/ 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 Yellowtop 2-3' x 3-4' Full Sun High Baywalk ✓ 12" O.A. /1 Ga1/15" O.C. Gaillardia pulchella Blanketflower 1-2' x 2-3' Full Sun High Both ✓ 12" O.A. /1 Ga1/18" O.C. Helianthus debilis Beach Sunflower 1-2' x 2-3' Full Sun High Baywalk V 12" O.A. /1 Ga1/15" O.C. Ipomoea imperati Railroad Vine 1-2' x spreads indefinite Full Sun High Baywalk V 12" O.A. /1 Ga1/18" O.C. Ipomoea pes-caprae Railroad Vine 2-4' x 2-4' Full Sun High Baywalk ✓ 12" O.A. /1 Ga1/18" O.C. Iva imbricata Dune Marsh Elder 2-4' x 2-4' Full Sun High Baywalk ✓ 12" O.A. /1 Ga1/18" O.C. Kalanchoe blossfeldiana Kalanchoe 12-18" x 2-3' Full Sun Moderate Both 12" O.A. /1 Ga1/18" O.C. Lantana depressa var. floridana Pineland Lantana 2-4' x 3-5' Full Sun High Baywalk ✓ 12" O.A. /1 Ga1/15" O.C. Lantana montevidensis Trailing Lantana 12-18" x 3-5' Full Sun High Both ✓ 12" O.A. /1 Ga1/15" O.C. Licania michauxii Gopher -Apple 6-12" x spreads indefinite Full Sun High Baywalk V 18" Ht./ 3 Gal/ 24" O.C./ Full Liriope muscari `Evergreen Giant' Evergreen Giant Lilyturf 1-2' x 1-2' Sun to FShade Moderate Both 12" O.A. /6" Pot/24" O.C. Microsorum scolopendrium Wart Fern 1-2' x spreads indefinite FS to PS Med to Low Riverwalk 12" O.A. /1 Ga1/18" O.C. Mimosa strigillosa Sensitive Plant 6-12" x spreads indefinite FS to PS Med to Low Riverwalk V 12" O.A. /1 Ga1/15" O.C. Okenia hypogaea Burrowing Four -O'clock 6" x 3-5' Full Sun High Baywalk ✓ 12" O.A. /1 Ga1/18" O.C. Opuntia humifusa Prickly -Pear Cactus 1-2' x 1-2' Full Sun High Baywalk ✓ 12" O.A. /1 Ga1/18" O.C. Portulaca oleracea Common Purslane 6" x 2-3' Full Sun High Baywalk 12" O.A. /1 Ga1/18" O.C. Sedum sarmentosa Star Sedum 6" x 2-3' FS to PS Med to High Baywalk 12" O.A. /1 Ga1/18" O.C. Sesuvium portulacastrum Sea Purslane 6-12" x spreads indefinite Full Sun High Baywalk ✓ 12" O.A. /1 Ga1/18" O.C. Trachelospermum asiaticum Asiatic Jasmine 1-2' x 10-12' Sun to FShade Moderate Both 12" O.A. /1 Ga1/18" O.C. Tradescantia pallida Purpurea' Purple Heart 12-18" x spreads indefinite FS to PS Moderate Both 12" O.A. /1 Ga1/18" O.C. Verbena maritima Beach Verbena 6-12" x 3-5' Full Sun Med to High Baywalk ✓ 12" O.A. /1 Ga1/18" O.C. 56 Denotes a plant that has a high tolerance for aerosol salt spray Botanical Name Common Name WATERFRONT MATERIALS INDEX Sun/Shade Aerosol Baywalk, Size and Spacing Light Salt Spray Riverwalk, Florida Height x Width Preference Tolerance or Both Native Minimum Size Requirements Planting ORNAMENTAL GRASSES Muhlenbegia capillaris Pink Muhly Grass 3-5' x 2-3' Full Sun Moderate Both ✓ 18" O.A./ 1 Gal/ 24" O.C. Spartina alterniflora Smooth Cordgrass 3-6' x 3-5' Full Sun High Baywalk ✓ 24" OA/ 3 Gal./ 24" O.C. Spartina bakeri Sand Cordgrass 3-4' x 3-5' Full Sun High Both ✓ 24" OA/ 3 Gal./ 24" O.C. Spartina patens Saltmeadow Cordgrass 1-3' x 3-5' Full Sun High Baywalk ✓ 12"-18" OA/ 1 Gal./ 18" O.C./ Full Tripsacum dactyloides Fakahatchee Grass 4-8' x4-6' FS to PS Med to High Both ✓ 30" Ht./ 3 Gal/ 36' O.C. Tripsacum floridana Florida Gama Grass 3-4' x4-6' FS to PS Med to High Both ✓ 24" O.A./ 3 Gal/ 30" O.C. Uniola paniculata Sea Oats 3-4' x spreads Full Sun High Baywalk ✓ 12"-18" OA/ 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 Lonicera sempervirens Trumpet Honeysuckle Spreads indefinite FS to PS Unknown Riverwalk ✓ 7 Gal / 5' Trl 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 capensis 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 IIIMIAMIDDA DOWNTOWN DEVELOPMENT AUTHORITY Denotes a plant that has a high tolerance for aerosol salt spray 57 MATERIALS MATRIX REQUIRED ELEMENTS MATRIX WATERFRONT MATERIALS INDEX Materials Matrix Unifying Design Element Item Location Manufacturer/ Supplier (or approved equal) Size Approved Colors Warranty Required? Min. Standard `t �-' 5. Concrete Permeable Paver Paved promenade Pervious paved areas Old Castle, Earth Surfaces of America 3" x 12" x 3 1/8" th, 4" x 16" x 4" th or 12" x 6" x 31/8 th (for heavy vehicular use only) Light Gray Natural Gray Sand Buff N/A YES Permeable paver system with marble chip or seashell aggregate .' :) : i ' ' ) , , River Rock 3' detectable zone at benches and seawall Except: Amenity Walk Olimar Stone 2" 3" pebble White/Brown N/A YES Match existing Baywalk / Riverwalk Lightpoles Placed at western edge of Baywalk/ Riverwalk. Spaced no greater than 60' apart. 50' is preferred. Assembled and Shipped by Louis Poulsen 16' 17' ht. Aluminum with LED Color Changing Strip 5 years YES Fixture, Pole and Line of Light in In -grade lighting fixture OR Solar Marker 25' on center in safety zone or circulation zone adjacent to the bulkhead/water Tesis round uplight - 5181.023 or SolaTile Rigel 60 Erco °Y Solar Path Stainless steel for both 1 year YES Uptight: Adjustable, LED, 7 Watts Marker: Solar powered LED ��■_`� � �� � MI/ Neoliviano Bench Passive zone. Spaced no greater than 60' apart. 50' spacing on center is preferred. Landscape Forms 24" chair, 69" bench, or 118" bench w/ center arm Aluminium Natural wood 3 years YES Freestanding Marine grade Aluminium Thermory or Greenheart wood I Lakeside Litter Receptacle Trash receptacle Min. 10' from seating & 150' on center Landscape Forms 21" x 36" x 30 GL. Silver 3 years YES Side Opening Custom Mangrove Design - Aluminium Y- District Flag Directional Sign on Pole (New or Existing Pole) Placed at both ingress and egress of property location N/A See Page 15 See Page 15 N/A YES Two (2) Signs: Placed at both ingress and egress of property location ri District Identity Sign Placed at midpoint of property location N/A See Page 16 See Page 16 N/A YES One (1) Sign: Placed at midpoint of property location co Paving & Hardscape WATERFRONT MATERIALS INDEX Materials Matrix Unifying Design Element Item Location Manufacturer/ Supplier (or approved equal) Size Approved Colors Warranty Required? Min. Standard Concrete Permeable Paver Paved promenade Pervious paved areas Old Castle, Earth Surfaces of America 3" x 12" x 3 1/8" th, 4" x 16" x 4" th or 12" x 6" x 3 1/8 th (for heavy vehicular use only) Light Gray Natural Gray Sand Buff N/A YES Permeable paver system with marble chip or seashell aggregate Decorative concrete paving Limited use only Connery Concrete 6 x 6 x 4" th No. 10 W.W.M. w/ thickened White Portland cement with exposed seashell aggregate N/A Optional 3000 psi after 30 days Cast -in -place A.S.T.M. C ype 1 & II 150, Type .6"'s 3, - 4 - )..' 3 i" t x j ` i ,,4, River Rock 3' detectable zone at benches and seawall Olimar Stone 2" - 3" pebble White/Brown N/A YES Match existing 4, • • Concrete with salt finish Steps adjacent to the water Homestead Paving 6" x 6" x 4" th No. 10 W.W.M. w/ thickened edg- es Gray Portland Cement w/ Rock Salt Finish N/A Optional 3000 psi after 30 days Cast -in -place A.S.T.M. C 150, Type I & II Apply rock salt at 5 lb./ sq ft min. r . Anti slip mesh Steps adjacent to the water C & R Metals Varies Natural Metal Finish N/A Optional Stainless steel Marine grade mesh w/ ss fastening screws Wood decking Over -water walkways Thermory 6 x 5/4" th Natural N/A Optional Thermally/chemically modified wood 1111111 Recycled Plastic FiberFORCE Over -water walkways Bedford Varies Gray NWW 50 Years Limited Warranty Optional g5% recycled content 100% recyclable 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 - filb Baywalk Lightpole Baywalk Minimum spacing: every 50' on center (or less) Assembled and Shipped by Louis Poulsen 17' ht. Aluminum LED Color changing strip 5 years YES 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. Pole: 3.5" O.D. top x 5.5" O.D. bottom pole fabricated from 6063-T4 aluminum tubing (heat treated to T6 condition after welding); with structured light grey (229) finish. 8 1/2" sq. x 1" thick aluminum base plate (6061-T6 alloy) with structured light grey (229) finish 5.2" conduit opening slotted holes to allow for field adjustability. Casambi bluetooth controller installed on pole Line of light: LED linear flexible of RGB color changing !eds. Aluminum extrusion assembled onto pole by hidden screws with brushed aluminum finish. Riverwalk Lightpole Riverwalk Minimum spacing: every 50' on center (or less) Assembled and Shipped16' by Louis Poulsen ht. Pole 12' ht. Fixture Aluminum LED Color changing tip *(See min. standard) 5 years YES Fixture: Aluminium housing with structured light grey (229) finish clear U.V. stabilized acrylic lens on both sides. Aluminium housing with structured light grey (229) finish clear U.V. stabilized acrylic lens on both sides. Triangular diffuser with U.V. protection. Pole: Taper pole; bottom diameter 6"; top diameter 3.5"; 0.188" wall aluminium tube with structured light grey (229) powder coated finish. Hand hole with flush fitting aluminium door attached with (2) SS C-sunk screws and powder coated finish. *LED Color changing tip is optional upstream of the Flagler street bridge on the north bank of the River and upstream of the Metro -rail bridge on the south bank of the river. i 1 • IlIMIAMIDDA DOWNTOWN DEVELOPMENT AUTHORITY 61 Lighting WATERFRONT MATERIALS INDEX Materials Matrix Unifying Design Element Item Location Product name Manufacturer (or approved equal) Dimensions Approved Colors Warranty Required? Min. Standard i a- In grade Lighting Spaced every 25' on center in detectable zone at Tesis round 35181.023 Erco 6 5/16" dia. Stainless steel One year YES OR Adjustable, LED, 7 Watts ORseawall ! " 1 �QK RIM Solar marker Spaced every 25' on center in detectable zone at seawall SolaTile Rigel 60 Solar Path R64 x H40mm Stainless steel Blue Light One year YES Adjustable, LED, 7 Watts dill" Tree Strapped Lights Planting areas Denali on PM2 Tree Strap BK Lighting Varies Black 5 year limited Optional LED, 12-27 Watts - Tree Dependant } Tree Up- lighting Planting areas Denali on Pow- er Pipe BK Lighting Varies Black 5 year limited Optional LED, 12-27 Watts - Tree Dependant Underwater Fish Lights N/A Flex Tube SE Acclaim Variable length Color Changing 3 years standard, 5 years optional Optional RGB LED. 3 W Watts/ft. // Underbench Lighting N/A iQ67 Flex Mini Q-Tran Variable length White 2 years Optional LED, 3.3 Watts/ft. Mangrove Trellis N/A Neonlyte Acolyte Variable RGB + White 5 years Optional Mangrove Trellis LED, 3 Watts/ft. Site Furniture WATERFRONT MATERIALS INDEX Materials Matrix Unifying Design Element Item Location Manufacturer (or approved equal) Size Approved Colors Warranty Required? Min. Standard — —.-- Neoliviano Bench Miniumum: 50' on center (or less) in passive zone. Landscape Forms 24" chair, 69" bench, or 118" bench w/ center arm Aluminium Natural wood 3 Years Yes Marine grade Aluminium Thermory or Greenheart wood Bench MLB870 TBD Maglin 32.2"Ht. x 69.5"L x 24.3" Gunmetal Sandstone PCS 5 Years Optional Marine grade or E-Coat Rust Proofing Thermory wood or High density paper composite Stone & Wood Bench Baywalk Sutton Brick & Stone + Maglin 6' & 8' Length 2' & 4' Width With back or backless Natural Shellstone Natural wood Maglin-5 years Optional Dominican Shellstone River rock border Greenheart wood Mangrove patterns Stone & Wood Bench Baywalk Sutton Brick & Stone + Maglin Customizable length and width Natural Shellstone Natural wood Maglin-5 years Optional Dominican Shellstone River rock border Greenheart wood Mangrove patterns Stone Donut Bench Baywalk Sutton Brick & Stone + Maglin 6' & 10' outside di- ameter Natural Shellstone Natural wood Maglin-5 years Optional Dominican Shellstone 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 IIIMIAMIDDA DOWNTOWN DEVELOPMENT AUTHORITY 63 Site Furniture WATERFRONT MATERIALS INDEX Materials Matrix Unifying Design Element Item Location Manufacturer approved equal) Size Approved Colors Warranty Required? Min. Standard .l Catena Chair TBD L(or andscape Forms 23" x 21" W x 30" Ht Silver 3 Years Optional Marine grade Aluminium 100% recyclable '' 1 , IN Table Foro or Battery Collection TBD Maglin 30" diameter / 36" diameter Gunmetal 5 years Optional Marine grade or E-Coat Rust Proofing 100% recyclable Column Table TBD Forms+Surfaces 30" diameter / 36" diameter Stainless Steel Finish: Satin 1 Year Optional Marine grade Stainless Steel or Aluminium 100% recyclable y main1.ir eillimossik, Chill Lounge TBD Landscape Forms 28" x 33"Ht. x 62"L. Baywalk & Riverwalk Color 3 Years Optional 35% Recycled components, 100% recyclable war Chaise Lounge MCL720 TBD Maglin 41.25" Ht, x 61.9"L. x 23.5" Yellow Gunmetal 5 Years Optional Marine grade or E-Coat Rust Proofing i Lakeside Litter Receptacle Min. 10' from seating & 150' on center Landscape Forms 21" x 36" x 30 GL. Silver 3 Years Yes Side opening Custom Mangrove design Aluminium 64 Site Furniture WATERFRONT MATERIALS INDEX Materials Matrix Unifying Design Element Item Location Manufacturer (or approved equal) Size Approved Colors Warranty Required? Min. Standard IL- Baywalk & Riverwalk Bollard TBD Sutton Brick & Stone 24" x 24" x 24" Natural Shellstone N/A Optional Dominican Shellstone Mangrove patterns carved Cube Bollard + custom mangrove pattern TBD Metalco 1.3' x 1.3' x 1.3' Stainless Steel 2 years Optional Stainless Steel or Aluminium Mangrove Pattern 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 bag dispensers Modern Dog Kit Baywalk & Riverwalk Pet Pick ups 72.4" high x 19.4" wide x 9.1" deep Aluminium - Optional Aluminium 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 32 5" Silver 3 years Optional Marinegrade Aluminium 100/ recyclable IIIMIAMIDDA DOWNTOWN DEVELOPMENT AUTHORITY 65 Site Furniture WATERFRONT MATERIALS INDEX Materials Matrix Unifying Design Element Item Location Manufacturer (or approved equal) Size Approved Colors Warranty Required? Min. Standard , �- \ Corocord Domes & Arches Brickell Park, Parcel B and/ or Bayfront Park Kompan Standard Aluminum finish and Baywalk colors Depending on parts, lifetime to two years Optional Hot tip galvanized steel 4 7,_y2. �� Cocowave Pen delum Swing Brickell Park, Parcel Band/ or Bayfront Park Kompan Standard Aluminum finish and Baywalk colors Depending on parts, lifetime to two years Optional Hot -tip galvanized steel Cross Training fitness equipment Brickell Park, Parcel B and/ or Bayfront Park Kompan Standard Aluminum finish and Baywalk colors Depending on parts, lifetime to two years Optional Hot tip galvanized steel �I���11 "�'a'IIMI F it i( ���� . Pebbleflex 2.0 Underneath playground and fitness equipment on the Baywalk Landscape Structures Standard Neutrals (not black) with red accents or blue accents 5 years Optional Cushion layer is made from 100% post -consumer recycled material; pebbles are made of 20% post-industrial recycled material, and are all recyclable • \''\\T //'' Ping Pong Table Ephemeralist TBD POPP Standard PinThe Aluk/ Gray minium 5 years structural earstreatement Optional Concreteluminium 4 *. 4l� Chess Table TBD Urban Conga Standard Baywalk & Riverwalk Colors 1 year Optional Powdercoated Steel 66 APPENDIX Paving Details 68 BRICK ON EDGE 1/2" MORTAR JOINT SOLDIER COUR HERRINGBONE PATTERN DETAIL SCALE: NTS SOLDIER COURSE RUNNING BOND PATTERN DETAIL SCALE: NTS 8" x 8" CONC. PAVER SOLDIER COURSE 8" x 8" REINFORCED CONC. BAND AT PAVERS EDGES ADJECENT TO PLANTING AREAS 6 I `,I ja ' fee PERMEABLE PAVER EDGER DETAIL SCALE: NTS PERMEABLE CONCRETE PAVER SYSTEM OR STONE PAVEMNET. SEE PING DETAILS APPENDIX Paving & Hardscape AGGREGATE IN OPENINGS LOOSE RIVER ROC( PUNTING AREA 848' CONCRETE CURB BEDDNG LAYER. \ CONCEAL. TYP. SEE PAYING SET SOLDIER ROW OF DETAILS \ PAVER WITH GROUT 8' LAYER OF 1.00% \ OVER CONC. CURB. 157 STOW EL+3.43 2048 DESIGN KNG 10E ELEVATOR +3.43 PROPOSED STORM TREATMENT SYSTEM WITH STCRMTECH BY ADS. USE SC-180LP BAYWALK DRAINAGE RETENTION AND TREATMENT AREA WITH VIASHED BALLAST ROCKj4 SINGLE LAYER OF GREOGRID BX124GG TO BE INSTALLED BELOW THE NON -WOVEN FILTER FABRIC. SUBBASE BEDDING COURSE BY PERMEABLE PAVER MANUFACTURER COMP. SUBGRADE BY DESIGN ENGINEER PER PRODUCT REQUIREMENTS. BULKHEAD CAP 3' SAFETY ZONE SELECTED FLL NON -WOVEN FILTER FABRIC TO BE APPLIED ALONG SIDES AND B01TON OF TRENCH TYPICAL BAYWALK DRAINAGE SYSTEM SCALE: NTS B A IlIMIAMIDDA DOWNTOWN DEVELOPMENT AUTHORITY 4 module 304,8 / 12" 296,8 62,7 38,1 / 1,5" 76,2 / 3" 38,1 / 1,5" rn 1. M.11 0l at 'to! OI co Rf/ toot tt open area: 8,5% 12x3 X According 10 General terms and conditions KOBRA is not responsible for any infringements of protected rights and third party claims of shown designs and therefore delivered products. f a_e no: 08.1211810.00326 body no: 071211806. 00009 surface, 0,23 ft2 volume: 0,059 ft' 4 L T-- -- t 2 l Modellnummer WZ-Nr, DP-Nr. A -A farm bees 011,1 dr nlschnat Norm: Verfahren Ete wsu Med Aqua Drain 296,8x68,2x80 sfaustnntlydi doda(20A` 9..121H6.(0i0 C B A SEM 09,1211816, 000137.0W 1 sc 3 1 P.M PI 2 1 APPENDIX Permeable Paver Detail 69 70 D C B A 0 X open area: 5,12% According to General terms and conditions KOBRA is not responsible for any infringements of protected rights and third party claims of shown designs and therefore delivered products. 4 module 304,8 / 12" 296,8 face no: 08.1211810.00025 body no: 07.1211806.00008 surface: 0,47 ft' voWme: 0,124 ft' 4 1 2 A -A Y stoneheighl SO Gan m+;a Model,nummer WZ-Nr. DP-Nr. Zuschnitt NOnn: Verrahren : 0ria a. Wed Aqua Drain 296,8x144,4x80 Twandididada(2:0A7 O7.12118101CP 6M 1111116201 r4 '9.CiiLZ'a pnA 2 09.1211816.00005.16W1 Weak IRm ane 1 D C B A APPENDIX Permeable Paver Detail BUG RATING: B1-U3-G1 205" 1 17FT 1 COLOR CHANGING LEDS 11/4" LEVELING GAP TO BE --- FILLED WITH GROUT TO ASSIST IN PREVENTING MOISTURE FROM ENTERING POLE (BY OTHERS) (4)3/4"x 24"HOT DIP GALVANIZED STEEL ANCHOR BOLTS ON A ] 3/4" NOMINAL BOLT CIRCLE AT 90° 5" 0 D. TOP X 5 5" 0 D. BOTTOM POLE FABRICATED FROM 61762-T4 ALUMINUM TUBING (HEAT TREATED TO T6 CONDITION AFTER WELDING), WITH STRUCTURED LIGHT GREY (229) FINISH NOTES 1. FIN ISH. AS NOTED 2. VOLTAGE. 120-277V 3. POLE IS RATED FOR 132 MP1-1/170MPH (AASHTO 2013/FBC 2014) WITH A 3 SECOND GUST FACTOR VER BY DATE DESCRIPTION 00 DAN 2/20/18 BASED ON 131-19403-000, ADDING PH OTOSENSOR DAN 7/19/18 REMOVE PHOTOCELL, ADD COLOR LINE FROM 131-19416-001 CONCEPT r• 37.5" y --7.4' -� I��� ® 6'5" 4.0" STRAIGHT M POSTTOP WITHGHT GRALUMNM HOUSINWW LED IN 3000K COT W(NT FOR 55° CUTOFF (NOT SHOWN) POLE CROSS SECTION LED LINE FLEXIBLE OF RGB COLOR CHANGING LEDS IN SEALED ENCLOSURE ALUMINUM EXTRUSION ASSEMBLED ONTO POLE BY HIDDEN SCREWS WITH BRUSHED ALUMINUM FINISH LED LINE BOTTOM AT 24 INCHES ABOVE GROUND HAND HOLE WITH FLUSH FITTING ALUMINUM DOOR ATTACHED WITH (2) SS C-SUNK SCREWS 18" STRAIGHT SECTION REQUIRED FOR WELDING INTERNAL FRAME FOR HANDHOLE ALUMINUM DART COLLAR CLEAR U V. STABILIZED ACRYLIC LENS ON BOTH SIDES CAST ALUMINUM HANDHOLE REINFORCEMENT FRAME WITH A FULL CIRCUMFERENCE WELD, 23/8" x 4 1/2" NOMINAL OPENING TAPPED 3/8-16 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 45` 1/2" SO x 1" THICK ALUMINUM BASE PLATE (606116 ALLOY) WITH STRUCTURED LIGHT GREY (229)FINISH f ❑ 8.5'' 5.2" CONDUIT OPENING 0 8.5" B.C. SLOTTED HOLES TO ALLOW FOR FIELD ADJUSTABILITY BASE PLATE DETAIL (CONTACT FACTORY FOR FULL SIZE BOLT LOCATION TEMPLATE) Poulwiten JOBNAME Miami Bayfront Park TRMUSEUM PARK LED FIXTURE/CURVED TAPER POLE oM Sid SAP N5E9495 INCHES DA7/19/2018 APPROVED BY TYPE MATERIAL. AS NOTED VERSION. 01 SCALE NTS 1 OF 1 SHT DWG NO 13119470-001 IlIM IAM I DDA DOWNTOWN DEVELOPMENT AUTHORITY APPENDIX Baywalk Lightpole Detail 71 72 0" 23.9" 120.1" [10'.1"1 0 14.0" — 5.5"— FABRICATED ALUMINUM HINGE AND ROUND ROD 01.5" IN POWDER COATED FINISH VER BY DATE DESCRIPTION 01 DAN 7/19/18 REVISED TRIAGULAR ROD DESIGN; ADD BLUETOOTH + RGB TO FRONT ACCENT FABRICATED ALUMINUM HINGE WITH RUBBER PAD TO REST ON FIXTURE TOP. CANNOT BE ATTACHED TO FIXTURE DUE TO THERMAL EXPANSION ALLOWANCE NOTES: 1. FINISH: AS NOTED 2. VOLTAGE: 120-277V 72 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 HAND HOLE WITH FLUSH FITTING ALUMINUM DOOR ATTACHED WITH (2) SS C-SUNK SCREWS AND POWDER COATED FINISH CAST ALUMINUM SPLIT BASE COVER WITH POWDER COATED FINISH 1.710.25" AX. SQUARE HANDHOLE 1 1/4" LEVELING GAP TO BE FILLED WITH GROUT TO ASSIST PREVENTING 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" BOLT PROJECTION PRELIMINARY DESIGN SUBJECT TO CHANGE LOUIS POULSEN RESERVES THE RIGHTS TO CHANGE THE DESIGN WITHOUT ALTERING THE APPEARANCE SIGNIFICANTLY 0 10.26" MAX BASE PLATE DETAIL (CONTACT FACTORY FOR FULL SIZE BOLT LOCATION TEMPLATE) 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) CLEAR U.V. STABILIZED ACRYLIC LENS ON BOTH SIDES NOTES LED WATTAGES SPECIFIED ARE SYSTEM POWER. LED TECHNOLOGY IS RAPIDLY CHANGING. LOUIS POULSEN RESERVES I HE R1,11 I O UHUA I E I HE LED(S) AND/OR URI VER(S) I O IMPROVE HERFORMAN(L VVI I H LOVVER POWER CONSUMPTION AND/OR HIGHER LUMEN OUTPUT WITHOUT NOTIFICATION. LEAS ARE MADE IN LOTS AND SORTED INTO BINS BASED ON WAVELENGTH RANGES THAT ACHIEVE COLORS. PRODU(:I S ORDERED A I DIFFEREN I I IMES MAY NO I HAVE I HE SAME W LOR APPEARAN,. LOUIS POULSEN MUST RECEIVE THIS DRAWING WITH APPROVAL SIGNATURE PRIOR TO THE DEVELOPMENT AND MATERIAL PURCHASE OF THIS ITEM. ANY MODIFICATION OF THIS DRAWING NOTDONE BY LOUIS POULSEN WILL INVALIDATE THE QUOTATION. DELAYS IN PROVIDING DRAWING APPROVAL WILL IMPACT DELIVERY TIMELINE. Iouis poulsen LOUIS FOULS. USA, INC Fax ls4zasuso JOB NAME' Miami Baywalk-Riverwalk TITLE: TITLE Moo. Std SAP FROM: QUOTE NO.: 20065090 PROPRIETARY AND CONFIDENTIAL PROPERTY OF LOUIS POULSEN USA INC ANY REPRODUCTION WITHOUT WRITTEN PERMISSION IS PROHIBITED DRAWN BY: DAN DATE: 7/19/2018 APPROVED BY: TYPE: MATERIAL: AS NOTED VERSION: 01 SCALE: SHEET'. DWG. NO.: NTS 1 OF 1 131-19642-001 APPENDIX Riverwalk Lightpole Detail O Product Data Sheet A\O sow i is - �.... I he; krsLiviarrt ha icn is a lazisal va'atisn sn krsl-Ismardss. L -^-r Instgazzaze a,d arm it has arms for extra comfort. Its slim profile coupled with a strong cast aluminum structure and wood slat seat and back make it versatile seating for both public and private spaces. Bench • Benches are available backed 0r backless. • Brnsh; raz tremstarrting,r 1 .mb0dd0d. • Supports come in an anodized finish with no color options. • :ar arm sutisn a allabir 116brnsh ., Iq. • Available only in Jarrah—exterior or intedorfinishes. Finishes •,vn:dlv^d Aluminum I finish br SuppaW. • unfinished Lxtehorwoods. • Interior Woods with LL-80 Linish. Designed by Santa & Cole III N 11A1M I DDA DOWNTOWN DEVELOPMENT AUTHORITY BACKED STYLE DEPTH WIDTH HEIGHT PRODUCT WEIGHT 118"Mcenter BACKLESS STYLE DEPTH WIDTH HEIGHT PRODUCT WEIGHT Vol ourlandscapetorms.com for more'Informatun. Sped&aeons are subject to change without nofice. Landscape Forms supports the Landscape Architecture Foundation at the Second Century level. ©2016 Landscape Forms, Inc. Ptnted'n U.S.A. Landscape Forms, Inc. 1800 521.2546 I F 269 381 3455 17800 E. Michigan Ave., Kalamazoo, MI 49048 -O Materials / Colors V A\O APPENDIX Baywalk & Riverwalk Bench Details Wood EA -tenor woods weather to a warm pewter gray, no brush is applied so no ma ntenance regulred. Available in Jarrah and Domestically Sourced Thermally Modified Ash (DSJMA) ex -tenor wood. Specal stan may be specYed for 'nteaor woods. Pacing for standard woods and options vases see Pace Book. (P) = Premium Woods exterior no finish jArreh ik:: DSJIAIA interior LF-80 finish • I jArreh )P; DSJIAIA Aluminum 41111 aluminum 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.orgr for cardboard: www.corrugated.orq. 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 74 Standard One Way Stone Bench with Wood Standard Two Way Stone Bench to '111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=11 III IIII I IIII IIII I IIII III IIII I IIII IIII I IIII III IIIIII III IIIIIIII III II 2" X 12" TH. METAL PLATE WELDED TO BACK SUPPORT, BOLT TO STONE BENCH, SUBMIT SHOP DRAWINGS RIVER ROCK DETECTABLE PAVEMENT WITH MORTAR BED 3 INCHES. COMPACTED SUBGRADE ALUM BACK SUPPORT SOLID ALUM. DOWEL, 3/8" DNM., NAT. MILL FINISH, COPPER FREE WELDED TO THE BACK OPTIONAL WOOD INLET RECLAIMED WOOD STONE BENCH, RE: SPECS FINISH: HONED RIVER ROCK DETECTABLE PAVEMENT WITH MORTAR BED 3 INCHES. PERMEABLE PAVERS WALKWAY, SEE PANNG PLANS C.I.P. CONCRETE FOUNDATION SOLID ALUM. DOWEL, 5/8" DNM., NAT. MILL FINISH, COPPER FREE SPACED 1-1/2" U.C. SOLID ALUM. DOWEL, 3/8" DNM., NAT. MILL FINISH, COPPER FREE WELDED ALUM. BENCH FRAME, z" TH. x 2", NAT. MILL FINISH, COPPER FREE OPTIONAL WOOD INLET RECLAIMED WOOD STONE BENCH, SEE SPECS, FINISH: HONED 1 MORTAR BED CONC WALKWAY, w/ TH. REIN. BASE AT BENCH & 2" RISER FOR HORIZ. SET. SEE STRUCTURAL, PANNG PLANS 4" #3 GALV. DOWEL SET IN NUN- SHRINK GROUT 1"X 2 1/4" DEEP SLOT TO RECEIVE DOWEL, CONT. (NOT TO ENDS) IYP. AT BOTTOM OF SEAT CAST DOWELS IN CONCRETE FOUNDATION CIP CONCRETE FOUNDATION APPENDIX Standard Stone Bench Details COMPACTED ...RAGE L FN. HONED PLIOIS C., CONCRETE Fall11.1011 0 2' 4' 6' G � � SCALE: 3/8" = 1%0" iPLANTING P111111 IIIMIAMIDDA DOWNTOWN DEVELOPMENT AUTHORITY APPENDIX Stone Donut Bench Detail OPTIONAL WOOD TOP CIRCULAR STONE BENCH, SEE SPECS, FINISH: HONED 1/2" MORTAR BED LED TapellgM, cart. CONIC WALKWAY, w/ TH. REIN. BASE AT BENCH 8,2.5. RISER FOR FIORE SET. SEE STRUCTURAL, PAVING PLANS 4,3 GALV. DOWEL SET IN NON - SHRINK GROUT 1. X 21/4. DEEP SLOT TO RECEIVE DOWEL, CONT. (NOT TO ENDS) TYP. AT BOTTOM OF SEAT CAST DOWELS IN CONCRETE FOUNDATION CIP CONCRETE FOUNDATION #4 REBAR 12. O.C. COMPACTED SUBGRADE CIRCULAR STONE BENCH, GBLGIR30R3151116ENOIED SEE SPECS, FINISH: HONED 1/2 MORTAR BED LED Tapeligh, cart. GONG WALKWAY, w/ TH. REIN. BASE AT BENCH & 2.5.' RISER FOR H011I2. SET. SEE STRUCTURAL, PAVING PLANS 4" #3 GALV. DOWEL SET IN NON - SHRINK GROUT 1. X 21/4. DEEP SLOT TO RECEIVE DOWEL, CONT. (NOT TO ENDS) TYP. AT BOTTOM OF SEAT CAST DOWELS IN CONCRETE FOUNDATION CIP CONCRETE FOUNDATION #4 REBAR 12.'0.C. COMPACTED SUBGRADE 0 2' 4' 6' C � � SCALE: 3/8" = 1'-0" 75 76 RIVER ROCK DETECTABLE PAVEMENT WITH MORTAR BED 3 INCHES. COMPACTED SUBGRADE SECTION INDIMDUAL INSTALLATION 1' RIVER ROCK BUFFER AROUND THE BOLLARD PLAN VIEW Y INCH RADIUS ON EVERY EDGE RECEDED MANGROVE PATTER ON EVERY SIDE, SEE GUIDELINES. STONE BOLLARD, SEE GUIDELINES, FINISH: HONED 1 MORTAR BED CMG WALKWAY, w/ TH. REIN. BASE AT BENCH & 2" RISER FOR HORIZ. SET. SEE STRUCTURAL, PAMNG PLANS 4" #3 GALV. DOWEL SET IN NON- SHRINK GROUT 1"X 21/4" DEEP SLOT TO RECEIVE DOWEL, CONT. (NOT TO ENDS) TYP. AT BOTTOM OF SEAT CAST DOWELS IN CONCRETE FOUNDATION CIP CONCRETE FOUNDATION VARIES _-.r7:0i-i:41,• -r0Ae• r_riitii4re -Os Os ite404-6.40, 147,4s14,10s, OW' GROUP INSTALLATION CONTINUOUS RWER ROCK BUFFER BETWEEN BOLLARDS 0 2' 4' 6' G � � SCALE: 3/8" = 1'-0" APPENDIX Stone Bollard Detail APPENDIX Mangrove Trellis -- II_m ,_m. ,_I Im_II \<p/, OI Nm. Iv i 0 a Iz_I. ,_,. r IR x' A® �� - - e `®® T e e / m m IF 0 FOUNDATION PLAN FOUNDATION PLAN NOTES: I. G. C. PROVIDE BOIL REPORT TO VERIFY A5511MED 1000 P5F 501E BEARING FRE... 2 VERIFY AND COORDINATE ALL DIMEN510N5 WITH ARCHITECTURE BEFORE COMMENCEMENT_ 3. FOR BASE PLATE, SEE DETAIL 15-3 IIIMIAMIDDA DOWNTOWN DEVELOPMENT AUTHORITY 77 78 ALUMINUM FRAME PLAN SCALE: 3:8 =Lp FOUNDATION PLAN NOTES: I. THE ALwnNUM CANNEDTiNN To ee LLELDED ALL AFOuND WITH 5."sip /\ I LEGEND: A o1AM NOMINAL EIPE - SCHEDULE /m DINAL PIPE - SCHEDULE 3 J.°rz•• DIAM 4211,14L PIPE - SCHEDULE 80 APPENDIX Mangrove Trellis GENERAL STRUCTURAL NOTES. I. ALL WOW SHALL CONFOra1 TO FLORIDA EWLDING CODE Lmn. s. CONTRACTOR SHALL VERIFT ALL DIMENSIONS AND CONDITIONS IN TNE SORN�DWORK AOBAV� OF ANT TRAW1NGS AND OBTAIN NISAP AL BEFORE FROCEEDIrYv wITN WOW. 3. ALL ALUMINUM SHALL BE TTPE 5051-TE, UNLESS NOTED OTHERWISE NNDI s.FASTENERS DIRECTLY IN CONTACT WITH ALUMINUM MEMBERS SHALL BE ALUMINUM, STAINLESS STEEL OR ELEGIAC GALVANIZED STEEL 5. ALUMINUM PARTS SHALL BE WELDED WITH AN INERT -GAS SHIELDED ARC OR RESISTASCE WELDING PROLES. FLUX WELDING 15 NOT ALLOWED FILLER ALLOTS SHALL BE AS AMIERICAN. WELDING SOCIETY SPEGIFICATIaJS A560�5- ALL WELD,. SHALL BE FERFORYIED BY CERTIFIED WELDERS, 5. DURING ERECTION, ALUMNUM STRUCNRFS SHALL BE ADEQUATELY BRACED PAST.. TO RESIST DEAD WlI. AND ERECTION LOADS 1, AL.INUM IN CONTACT WITH NON -COMPATIBLE METALS WON AS STEEL SHALL BE PROTECTED AS PER PBC 2003.8.4.2. D 5.1 BE PROTECTED WITH TWO COATS OF ALUMINUM METAL -AND -MASONRY PAINT. 9. WIND DESIGN CRITERIA ALL STRUCTURAL ELEMENTS, EXPOSED TO WIND, HAVE BEEN DESIGNED PER THE GUIDELINE5 JP THE ASCE 1-10 BUILDIN. COPE ALUMINUM PIPE DIMENSIONS AND PROPERTIES NOMINAL PIPE SI E SONED No. OUTSIDE DIAMETER DIAMETER WALL THICKNESS LLEIGHT 2.15 2.469 0203 1.10 153 145 0941 3500 2900 0300 302 355 3.99 2.23 3. 114 112 53 4500 3.826 0331 4.41 518 961 421 585 1.48 19.1 6.2 IIIMIAMIDDA DOWNTOWN DEVELOPMENT AUTHORITY SECTION PIPE FOOTING SCHEDULE MARK SIZE REINFORCEMENT Aurnuul PIPE GRADE SECCNCZ NMINa9 COATING. �- ME IMPIIIRPM 4... PILLreZ ITENZA4510.14 BOLL i FOOTING DETAIL ‚Ir =pm corICRETE BASE PLATE SECTION A -A APPENDIX Mangrove Trellis 4" TO 4" CONNECTION DETAIL 3" TO 4" CONNECTION DETAIL 79 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 S230. 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 S230 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. Susceptible bays of roofs shall be evaluated for ponding instability in accordance with Section 7.11 of ASCE 7. SECTION 1609 WIND LOADS 130 140 150 120 150 115 1. Rotes) Values are utmma design 3.s«ondgust wind speeds in miles per hour (m/s) at t ft (11.Wit) it ground foraware C tat 2permit.. tarwlar.on between contours lest co r end coastal (ta 3*303 outside fpe1E contour a ewe of the terrain, Boorgees, ocean promontories, and cial .nd regions shall to eture ina for unusual wind ondi- uans. 5.' d apreao correspond m approxima tely rt lity ekceedance in ,0 Years OW. pacceeedance7 Prptatility = 0.011.93, hgl = 700 years). IlIMIAMIDDA DOWNTOWN DEVELOPMENT AUTHORITY 115 130 120 40 /AI& Wag 160 150'` r \ 170 170 140 160 18 150 180 FIGURE 1609A ULTIMATE DESIGN WIND SPEEDS, VULT, FOR RISK CATEGORY II BUILDINGS AND OTHER STRUCTURES 150 160 170 1, value are 0)3*4, design 3-second gust rind speeds in .ilex per hour (m/s) at 2. Linear interpolation bettween contours is permitted 4 areas aal outside the wind re 01uco sta 3n sahxnena.ecoahalll e examined foe unusual ennndi- 15. Wind speeds correspond to approximately MPual Ewa.) of Probabii Ey _ne50 years ai s 7 y ars). 13@ 120 1 12 krA �T" 7 T alpfAri 150 160 li 170 160 160 1P-.14 am - A 7r N -1,j� 190 170 18 180 200 140 190 200 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 y. HWoes ialma* de 3-seco nd areal, in r (e/x)to is permitted. last contour shall use the last wind weed contour of the coastal arcs. Mountainous terrain, gorges, ocean Promontories,and spas. viaviaregions ¢ a sre. ined far unusual and i- time 5, wind speeds copra/freely.:pond to copeiarte6y ty of exreedaime in se (Annual _ years). earomp. y - 0.60 , 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 fabricator to 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. 5. 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. II. 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. III. 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. IlIMIAMIDDA 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 su bcontractors 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 sig nage 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, prior to 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 "xl 7" 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 of all 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 contractor for 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 CO .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. IlIMIAMIDDA DOWNTOWN DEVELOPMENT AUTHORITY B. Acrylic/Transparent Sheet. Where sheet material is indicated as "clear" provide colorless sheet in gloss finish, with light transmittance of 92% where tested in accordance with the requirements of ASTM D-1103 (or similar local or country standards). C. Aluminum Sheet. 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 by the 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. I. 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 comply with local sign and building code requirements and calculations and drawing should be submitted with shop drawings for review. APPENDIX Signage Specifications VIII. FABRICATION Intent of Specifications: It is intended that all finished work be of highest quality to pass eye -level examination and scrutiny by RSM Design and the Owner. Contractor to be responsible for all signage engineering; as such Contractor is to assume responsibility for coordinating with the various team members (including general contractor, lead architect of record, landscape architect, and 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. 85 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 of AWS 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. Conform with 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. 5. Work shall be secured with fasteners of the same metal, color and finish as the components they secure where they are exposed to view. 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 butt joint 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. 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). 3. Substrate: Opaque or Translucent Scotchcal film (or approved equal). 4. Finish: 2 mil matte overlaminate. 5. 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 point to 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. IlIMIAMIDDA DOWNTOWN DEVELOPMENT AUTHORITY 3. Failures during warranty period shall be repaired or replaced to satisfaction of Owner. D. External Lamps. All lamps shall be warranted against failure for 90 days, all LED and neon three (3) years and all ballast one (1) year. Lamps and LEDs are to be replaced within 48 hours of notice by Owner, in the event of failure within specified time. These items are to be replaced by Contractor at Contractor's sole expense. 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 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. C. Contractor shall not reveal or disseminate any information to any persona(s), private or public, other than RSM Design, Owner, or contractor's personnel as necessary to execute the contract without first contacting the Owner for permission. XIII. CODE REQUIREMENTS All Signs Must Comply With ADA Guidelines (in the United States) and International or County/City/Fire Marshall Code Requirements: A. Contractor to provide copy proofed Braille to ADA required permanent room signs for projects within the United States. Type and symbols to be raised a minimum of 1/32". B. Signs must be mounted 60" (or metric equivalent) from finish floor to center of sign on latch side of the door where applicable. C. Characters and background on ADA signage shall be eggshell, matte or 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 specified region. APPENDIX Signage Specifications XIV. BID NOTES Original fabrication quotes shall be sent directly to the Owner with copies of all pricing information to be sent simultaneously to RSM Design and general contractor. Pricing shall be submitted in accordance with the bid documents. Bidding contractors are required to clearly indicate in writing within their bid the method of construction anticipated, the materials to be used, and any exclusions or exceptions to the bid documents. XV. COORDINATION 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. Upon the Owner's acceptance of the work, the Fabricator shall provide the Owner with three copies of a complete set of as -build drawings and service/ maintenance manual for all products and finishes installed under their contract. 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, electrical components, paint, finishes, and all other applicable items. XVII. ACCEPTANCE OF SPECIFICATIONS Contractor has read and understands the above specifications and agrees to the terms outlined above. I hereby acknowledge that I/we have read, understand, and accept responsibility for compliance with the provisions set forth within these specifications and will comply with all specifications. Signature below is required prior to shop drawing submittal. Fabricator Signature: Date: 87 Miami River Greenway: Wayfinding and Environmental Graphics Specifications 0 DOWNTOWN MIAMI 0 MIAMI RIVER JOSE MARTI PARK MIAMI RWERGPLNWAY Table of Contents: Partl: 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 Sheet Sheet Sheet Sheet Sheet Sheet Sheet Sheet Sheet Sheet Sheet Sheet Sheet Sheet Sheet Sheet Sheet 1/W-PED, Pedestrian Directional Sign - 2/W-PED, Pedestrian Directional Sign - 3/W-PED, Pedestrian Directional Sign - 4/W-PED, Pedestrian Directional Sign - 5/W-PED, Pedestrian Directional Sign - 6/W-PED, Pedestrian Directional Sign - 7/W-PED, Pedestrian Directional Sign - 8/W-PED, Pedestrian Directional Sign - 9/W-PED, Pedestrian Directional Sign - 10/W-PED, Pedestrian Directional Sign 11/W-PED, Pedestrian Directional Sign 12/W-PED, Pedestrian Directional Sign 13/W-PED, Pedestrian Directional Sign 14/W-PED, Pedestrian Directional Sign 15/W-PED, Pedestrian Directional Sign 16/W-PED, Pedestrian Directional Sign 17/W-PED, Pedestrian Directional Sign 18/W-PED, Pedestrian Directional Sign • W-KSK, Kiosk Sheet 1/W-KSK, Pedestrian Kiosk - Sheet 2/W-KSK, Pedestrian Kiosk - Sheet 3/W-KSK, Pedestrian Kiosk - Sheet 4/W-KSK, Pedestrian Kiosk - Sheet 5/W-KSK, Pedestrian Kiosk - Sheet 6/W-KSK, Pedestrian Kiosk - Sheet 7/W-KSK, Pedestrian Kiosk - Sheet 8/W-KSK, Pedestrian Kiosk - Sheet 9/W-KSK, Pedestrian Kiosk - Sheet 10/W-KSK, Pedestrian Kiosk Sheet 11/W-KSK, Pedestrian Kiosk Sheet 12/W-KSK, Pedestrian Kiosk Sheet 13/W-KSK, Pedestrian Kiosk Sheet 14/W-KSK, Pedestrian Kiosk Sheet 15/W-KSK, Pedestrian Kiosk Overview Overall Dimensions Typical Sign Panel Dimensions Materials & Colors Partial Horizontal Section A -A Partial Vertical Section B-B Partial Vertical Section C-C Typical Symbol Specifications Project Symbols 1 - Project Symbols 2 - Sign Messages & Locations W-PED-01 - Sign Messages & Locations W-PED-02 - Sign Messages & Locations W-PED-03 - Sign Messages & Locations W-PED-04 - Sign Messages & Locations W-PED-05 - Sign Messages & Locations W-PED-06 - Sign Messages & Locations W-PED-07 - Sign Messages & Locations W-PED-08 Overview Overall Dimensions Materials & Colors: Part 1 Materials & Colors: Part 2 Partial Horizontal Section A -A Partial Vertical Section B-B Partial Vertical Section C-C Partial Vertical Section D-D Symbol Construction Details - "City" Symbol Detail - "Tree" Symbol Detail - Sign Messages & Locations W-KSK-0 1 - Sign Messages & Locations W-KSK-02 - Sign Messages & Locations W-KSK-03 - Sign Messages & Locations W-KSK-04 Miami River Greenway Wayfinding Specifications 1 • W-HIS, Historical Marker Sign Sheet 1/W-HIS, Historical Marker Sign - Sheet 2/W-HIS, Historical Marker Sign - Sheet 3/W-HIS, Historical Marker Sign - Sheet 4/W-HIS, Historical Marker Sign - Sheet 5/W-HIS, Historical Marker Sign - Sheet 6/W-HIS, Historical Marker Sign - Sheet 7/W-HIS, Historical Marker Sign - Sheet 8/W-HIS, Historical Marker Sign - Sheet 9/W-HIS, Historical Marker Sign - Sheet 10/W-HIS, Historical Marker Sign • W-MIM, Mile Marker Sign Overview Overall Dimensions Materials & Colors Typical Sign Panel Dimensions Horizontal Section A -A Partial Vertical Section B-B Partial Vertical Section C-C Symbol Specifications Sign Messages & Locations W-HIS-01 - Sign Messages & Locations W-HIS-03 Sheet 1/W-MIM, Pedestrian Mile Marker Sheet 2/W-MIM, Pedestrian Mile Marker Sheet 3/W-MIM, Pedestrian Mile Marker Sheet 4/W-MIM, Pedestrian Mile Marker Sheet 5/W-MIM, Pedestrian Mile Marker Sheet 6/W-MIM, Pedestrian Mile Marker Sheet 7/W-MIM, Pedestrian Mile Marker Sheet 8/W-MIM, Pedestrian Mile Marker Sheet 9/W-MIM, Pedestrian Mile Marker • W-PER, Perimeter Directional Sign - Overview - Dimensions, Materials & Colors - Horizontal Section A -A - Typical Layouts 1 - Typical Layouts 2 - Overall Mile Marker Locations - Sign Message & Location W-MIM-01 - Sign Message & Location W-MIM-02 - Sign Message & Location W-MIM-03 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 2 DOWNTOWN MIAMI MIAMI RIVER JOSE MARTI PARK MIAMI NVERGR£ENWAV Part One: General Specifications MIAMI RIVER GREENWAY 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. Miami River Greenway Wayfinding Specifications 3 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. L01 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. L03 Time of Completion As directed by Owner. L04 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 4 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. Miami River Greenway Wayfinding Specifications 5 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 6 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 I. 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. Miami River Greenway Wayfinding Specifications 7 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. 1.11 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 8 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 Miami River Greenway Wayfinding Specifications 9 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 10 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 Miami River Greenway Wayfinding Specifications 11 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 0.0035" (0.089 mm) of cover coat will normally provide acceptable durability. The total thickness may range from 0.005 to 0.020" Q.127-0.508 mm), depending upon process and appearance. Total thickness should not exceed 0.020" (0.508 mm), 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 12 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. I. 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. Miami River Greenway Wayfinding Specifications 13 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 14 G. Wiring High-tension wiring shall not be less than GTO 15 wire. All wiring shall be AWM 90 0 centigrade 1000 volt TWIMTW 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. Miami River Greenway Wayfinding Specifications 15 2. Fasteners Provide tamper -proof bolts, nuts, 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 16 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 18 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. B. 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. Miami River Greenway Wayfinding Specifications 19 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 20 SECTION 4: SIGN PANEL TYPEFACE ABCDEFGHIJKLMNOPQRSTUVWXYZ abcdefghijklmnopgrstuvwxyz 0123456789 "Friz Quadrata" (Adobe Systems) Miami River Greenway Wayfinding Specifications 21 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 22 0 DOWNTOWN MIAMI 0 MIAMI RIVER JOSE MARTI PARK MIAMI RWERGPLNWAY Part Two: Sign Types O MIAMI RIVER JOSE MARTI PARK MIAMI RIVER GREENWAY Front Elevation Water -jet Cut Painted Steel/ Aluminum Logo & Graphics Painted Steel/ Aluminum Frame Aluminum/Steel Sign Panel w/ silkcreeened graphics. Painted Metal Sphere Painted Aluminum /Steel Post Cast Aluminum Wrap Around Base 1 Pedestrian Directional Sign - Overview W-PED Scale: 1"= 1'-0" O MIAMI RIVER JOSE MARTI PARK MIAMI RIVER GREENWA`, Rear Elevation Sign Type: W-PED m o ♦ 1"—> io • O DOWNTOWN MIAMI 1' 6" > MIAMI RIVER JOSE MARTI PARK MIAMI RIVER GREENWAY 5"—> 4 3"> I -4-1" 4 3/4" +/- r-1 Front Side 10 1/2"+/- 2 Pedestrian Directional Sign - Overall Dimensions Sign Type: W-PED W-PED Scale: 1"= 1'-0" N Cr rV m EQ" 3 1/8" EQ" (TYP.) DOWNTOWN MIAMI • EQ" — ♦ EQ" MIAMI RIVER JOSS MRRTI PARK i MIAMI RIVER GREENWAY EQ" A Background (below "wave") paint to match Matthews Acrylic Polyurethane #24100 Medium Blue, matte/semi gloss finish. **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. Ink to 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 Polyurethane #11477 White, matte/semi gloss finish. EQ" C3 1 Pedestrian Directional Sign - Typical Sign Panel Dimensions Sign Type: W-PED W-PED Scale: 3"= 1'-0" 1/4" radius on corners (typ.) 18"x34"x3/16"Thk . Aluminum or Steel Sign Panel. Painted & Silk -Screen finish. One panel each side. Message changes each location. 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 3/W-PED for sign face colors & dimensions. See sheets 11/W-PED - 18NV-PED for sign messages and locations. 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" 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. powNTow MIAMI A IIAMI ]ZNEa JOSE MARTI PA **Note: Section A -A -- see Sheet 5/W-PED Section B-B -- see Sheet 6/W-PED Mlf}MI R1VELGREENWAY 0 1/4" Thk. 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" square post. Logo/symbol varies, six different symbols are used. Logo is painted three colors of Matthews Acrylic Polyurethane. See Sheet 8NV-PED for more details. 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. No visible fasteners! Painted to match Matthews Acrylic Polyurethane #30132 Black, matte/ semi gloss finish. 1" x 1" Aluminum or Steel square bar. Weld to face of 20" x 36"panel, 2 per side. "L" brackets on back of sign panel set screw to these bars. 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. 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. 2' 0" +/- tall "Yarmouth" Cast Alum. Wrap Around Base. Weld to 3" post. Paint to match Matthews Acrylic Polyurethane #30132 Black, matte/semi gloss finish. Ref: Alloy Castings Co., Inc. 151 West Union Street East Bridgewater, MA 02333-0473 Phone (508) 378-2541 Fax (508) 378-1240 www.alloycasti ngs.com Steel or Aluminum post set into sign footer so that base is flush with payment. Footer as req'd to meet all local and national codes. G4 1 Pedestrian Directional Sign - Materials & Colors -PED Scale: 1"= 1'-0" Sign Type: W-PED 18" x 34" x 3/16" Thk. Aluminum or Steel Sign Panel. I 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. A // F // /�//////7 ////// ////// // ////// O ////// 0////// A 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" Thk. 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 430132 Black, matte/semi gloss finish. 5 Pedestrian Directional Sign - Partial Horizontal Section A -A W-PED Scale: Half Actual Size Sign Type: W-PED 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. )G-PEDScale: Half Actual Size6 Pedestrian Directional Sign - Partial Vertical Section B-B Scale: Half Actual Size 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 Tooter. 2' 0" +/- tall "Yarmouth" Cast Alum. Wrap Around Base. Weld to 3" post. Sign Type: W-PED 1/4" EQ. EQ. 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.) 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. 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. 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 from the front. 18" x 34" x 3/16" 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. 7 Pedestrian Directional Sign - Partial Vertical Section C-C Sign Type: W-PED W-PED Scale: Half Actual Size 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! )G-PEDScale: 3"= 1r-0"8 Pedestrian Directional Sign -Typical Symbol Specifications Sign Type: W-PED Scale: 3"= 1'-0" 1/2" (typ.) 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-PED 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 cut away. (TYP.) ti 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! Sign Panel in front **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. See sheets 9/W-PED and 10/VV-PED for additional symbol layouts. 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 development at time of spec. document. Please obtain final versions from City prior to manufacture. 9 Pedestrian Directional Sign - Project Symbols I Sign Type: W-PED W-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 final development at time of spec. document. Please obtain final versions from City prior to manufacture. )G-PEDScale: 3"=1'-0"10 Pedestrian Directional Sign - Project Symbols 2 Sign Type: W-PED Scale: 3"=1'-0" Sign Panel Side 1 Use "Symbol B" for sign in this location. ""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-01 4'-0" (min.) - 6'-0" • MIAMI RIVER GREENWAY LUMMUS PARK DOWNTOWN MIAMI MIAMI RIVER GREENWAY Side 2 Side 1 2' + EQ . EQEQ EQ. Sign Panel Side 2 Sign Location W-PED-01 **Note: See "Signing and Marking" plans for site sign locations. Diagram here is for install dimensions and orientation. 11 Pedestrian Directional Sign - Sign Messages & Locations Sign Type: W-PED W-PED Scale: No Scale Sign Panel Side 1 Use "Symbol C" for sign in this location. **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-02 Sign Panel Side 2 G-PED12 Pedestrian Directional Sign - Sign Messages & Locations W-PED Scale: No Scale Side 2 L T 1 S. 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. Sign Type: W-PED Sign Panel Side 1 Use "Symbol E" for sign in this location. **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-03 A4<, Moir' rr MIAMI RIVER GREENWAY LLIMMUS PARK DOWNTOWN MIAMI MIAMI RIVER GREENWAY Sign Panel Side 2 4'-0" (min.) - 6'-0" Side 2 Side 1 3"-0"+/- 2'-0"+/- * *Note: See "Signing and Marking" plans for site sign locations. Diagram here is for install dimensions and orientation. Sign Location W-PED-03 13 Pedestrian Directional Sign - Sign Messages & Locations W-PED Scale: No Scale Sign Type: W-PED Sign Panel Side 1 Use "Symbol F" for sign in this location. "*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 Sign Panel Side 2 of (entry gate into park) Sign Location W-PED-04 3'-0" 1'-0„ **Note: See "Signing and Marking" plans for site sign locations. Diagram here is for install dimensions and orientation. )G-PEDScale: No Scale14 Pedestrian Directional Sign - Sign Messages & Locations Sign Type: W-PED Scale: No Scale Sign Panel Side 1 Use "Symbol C" for sign in this location. ""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-05 4'-0" (min.) - 6'-0" Side 2 Side 1 JOSE MARTI PARK DOWNTOWN MIAMI MIAMI RIVER GREENWAY MIAMI RIVER GREENWAY Sign Panel Side 2 T T T 2'-0"+/- te: EQ. EQ. Se Si See "Signing and Marking" plans for site sign locations. Diagram here is for install dimensions and orientation. Sign Location W-PED-05 15 Pedestrian Directional Sign - Sign Messages & Locations Sign Type: W-PED W-PED Scale: No Scale Sign Panel Side 1 Use "Symbol A" for sign in this location. **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-06 ♦ Side 2 4'-0" (min.) - 6'-0" T Side 1 2'-0"+7- * *Note: See "Signing and Marking" plans for site sign locations. Diagram here is for install dimensions and orientation. Sign Location W-PED-06 G-PED16 Pedestrian Directional Sign - Sign Messages & Locations W-PED Scale: No Scale Sign Panel Side 2 Sign Type: W-PED Sign Panel Side 1 Use "Symbol B" for sign in this location. No sign panel on back. This is a single - sided sign in this location! **Note: Fabricator must submit camera- ready layouts of all sign panels to the City of Miami for approval prior to fabrication. Sign Panel Side 2 Sign Message W-PED-07 T Side Align front face of Side 1 with edge of planter Sign Location W-PED-07 17 Pedestrian Directional Sign - Sign Messages & Locations W-PED Scale: No Scale ""Note: See "Signing and Marking" plans for site sign locations. Diagram here is for install dimensions and orientation. Sign Type: W-PED Sign Panel Side 1 Use "Symbol F" for sign in this location. No sign panel on back. This is a single - sided sign in this location! "*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-08 **Note: See "Signing and Marking" plans for site sign locations. Diagram here is for install dimensions and orientation. Sign Location W-PED-08 )G-PEDScale: No Scale18 Pedestrian Directional Sign - Sign Messages &Locations Scale: No Scale Sign Panel Side 2 Sign Type: W-PED MEW Pedestrian Kiosk - Overview Scale:1"= 1'-0" Necnr441, Dimensional Painted Steel/ Aluminum. Front Elevation **Note: This is a double -sided sign. Back elevation is similar. Water -jet Cut Painted Steel/ Aluminum Logo & Graphics Dimensional Painted Steel/ Aluminum. Painted Metal Sphere Internally illuminated sign cabinet. Holds 30" x48" backlit vinyl posters (one each side). -4Painted Aluminum /steel Post Cast Aluminum Wrap Around Base Sign Type: W-KSK 2'-8" EQ • • ♦ 1'-11 "+/- • z EQ • 3' MIAMI RIVER GREENWAY 1 I 32" 28" • • 101/2"+I- 1012"+/- Pedestrian Kiosk- Overall Dimensions Scale: 1"= 1'-0" Sign Type: W-KSK o_ MIAMI RIVEZ GREENWAY Multi -layer, water -jet cut steel or aluminum symbol & sunburst. See Sheet 9/W-KSK for details. 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, matte/semi gloss finish.(typ.) 2" Dia. Round Painted Aluminum or Steel heavy -wall post. Weld to 3" post and side of cabinet. Paint to match Matthews Acrylic Polyurethane #30132 Black, matte/semi gloss finish.(typ.) 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. 2' 0" +/- tall "Yarmouth" Cast Alum. Wrap Around Base. Weld to 3" post. Paint to match Matthews Acrylic Polyurethane #30132 Black, matte/semi gloss finish. Ref: Alloy Castings Co., Inc. 151 West Union Street East Bridgewater, MA 02333-0473 Phone (508) 378-2541 Fax (508) 378-1240 www.alloycastings.com **Note: Section A -A -- see Sheet 5/W-KSK Section B-B -- see Sheet 6/W-KSK Section C-C -- see Sheet 7/W-KSK Section D-D -- see Sheet 8/W-KSK Steel or Aluminum post set into sign footer so that base is flush with payment. Footer as req'd to meet all local and national codes.(typ.) Pedestrian Kiosk- Materials &Colors:Part 1 Sign Type: W-KSK Scale: 1"= 1'-0" ♦ EQ—N ♦♦ 27" +/- ♦ 1 f MIAMI RIVER GREENWAY< EQ 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. Paint to match Matthews Acrylic Polyurethane #30132 Black, matte/semi gloss finish.(typ.) 1/4" thk. painted steel plate with silk-screen lettering. One panel each side is stud mounted, with spacers, to face of cabinet behind. Paint plate to match Matthews Acrylic Polyurethane #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, one each side of cabinet. Clear Lexan window in cabinet frame door, one each side of cabinet. 32" x 50" x 8" (deep) internally illuminated sign cabinet. Cabinet is to be welded steel/alum. construction. Internal fluorescent light fixtures as required to evenly backlight posters. Holds 30" x 48" electrostatic backlit vinyl posters (by others), 2 total (one each side). Translucent white diffuser behind posters. Paint cabinet to match Matthews Acrylic Polyurethane #30132 Black, matte/semi gloss finish. Sign contractor to coordinate with G.C. and the City, the provision and install- ation 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 kiosk sign location points -of -connection. 1/4" 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. 1/4" 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. Pedestrian Kiosk- Materials & Colors: Part 2 Scale: 1"= 1'-O" Sign Type: W-KSK NOTE: INTERNAL STRUCTURE AS REQUIRED. CABINET IS TO BE WELDED STEEL CONSTRUCTION. NO VISIBLE FASTENERS OR SCREWS. VENTILATION AND WEEP HOLES AS REQ'D ELECTRICAL CABLING TO RUN THROUGH HOLLOW LEG OF DIRECTORY, NO VISIBLE CABLING. ALL BALLASTS ETC. TO BE INTERNAL. NO VISIBLE SIGN COMPANY/REGULATORY STICKERS ANYWHERE ON SIGN. SECTION IS FOR DESIGN INTENT ONLY! SIGN FABRICATOR TO PROVIDE SHOP DRAWINGS AND ALL ACTUAL CONSTRUCTION DETAILS REQ'D TO BUILD THIS SIGN TO THE INTENT SHOWN. 3" DIA. STEEL POST (TYP.) BRASS OR ST/ST CABINET LOCK S� N \\ I \\ \\\\ \\ I \ \\ \\ F \ I III 2" DIA. STEEL PIPE. WELD TO 3" POST. ATTACH CABINET W/INTERNAL FASTENERS. TRANSLUCENT WHITE ACRYLIC DIFFUSER PANEL. THICKNESS AS REQ'D FOR ADEQUATE, EVEN ILLUM. PROVIDE CLIP OR FLUORESCENT LIGHT FIXTURES IN QUANTITY AND CONFIGURATION REQ'D TO EVENLY AND ADEQUATELY ILLUMINATE DISPLAY PANELS. ON/OFF TOGGLE SWITCH ON TOP OF CABINET. SCREW METHOD FOR INTERNALLY FASTENING "ACRYLIC SANDWICH" TOGETHER AND TO CABINET. CONTINUOUS ST/ST CABINET HINGE >1 SANDWICHED ELECTROSTATIC VINYL PRINT CLEAR PLEXIGLASS SEAL AS REQ'D TO WATERTIGHT DOORS. CABINET DOOR WITH WINDOW OPENING WINDOW OPENING IN DOOR CLEAR LEXAN WINDOW IN DOOR Pedestrian Kiosk- Partial Horizontal Section A -A Sign Type: W-KSK Scale: Actual Size / 1/4" 1„ 5 1/2" z_ 2 1/2" 11/44"/— 1/2" EQ. / EQ. Opening cut in top / T 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. 1/2" 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.) 1/4" thk painted steel plate with silk-screen lettering. One panel each side is stud mounted, with spacers, to face of cabinet behind. Tamper -proof stainless steel fasteners (typ.) Mounting bracket welded to top of cabinet. t Tamper -proof stainless steel —> fasteners (typ.) ti Pedestrian Kiosk- Partial Vertical Section B-B Sign Type: W-KSK Scale: Half Actual Size MEP 0 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) 1/4" 1„ 1/4„ 5"+/- 1/4" 1„ 1/4" Pedestrian Kiosk- Partial Vertical Section C-C Sign Type: 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! v Pedestrian Kiosk- Partial Vertical Section D-D Scale: Half Actual Size 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. f 1/4" thk. steel/alum. water -jet cut symbol with wave graphic. Symbol welds to 1/2" thick rings in front & behind. 23" +/- 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 10/W-KSK for more details. Pedestrian Kiosk- Symbol Construction Details Scale: 3"= 1'-O" EQ. Sign Type: W-KSK Paint "sunburst" front & back faces and edges to match Matthews Acrylic Polyurethane 430133/18645 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! ( Front ) Paint "circle & symbol" front & back faces and edges to match Matthews Acrylic Polyurethane 330132 Black, matte/semi gloss finish. Carefully and acurately mask and spray. No hand painting! / Paint °rings" all surfacesto match Matthews Acrylic Polyurethane 430132 Black, matte/semi gloss finish. Carefully and acurately mask and spray. No hand painting! Open airspace. Open airspace. Metal here is cut away (Typ.) Open airspace (wave). Metal here is cut away. (Typ.) ( Back ) Pedestrian Kiosk - "City"Symbol Detail Scale: 3"= 1'-0" **Note: See "Front" above for all color specifications. Sign Type: W-KSK Paint "sunburst" front & back faces and edges to match Matthews Acrylic Polyurethane 430133/18645 Metallic Gold, matte/semi gloss finish. Carefully and acurately mask and spray. No hand painting! Paint "wave" front & bac faces and edges to match Matthews Acrylic Polyurethane 424100 (Medium Blue), matte/ semi gloss finish. Carefully and acurately mask and spray. No hand painting! k i® � \ ( Front ) Paint "circle & symbol" front & back faces and edges to match Matthews Acrylic Polyurethane 330132 Black, matte/semi gloss finish. Carefully and acurately mask and spray. No hand painting! Paint "rings" all surfacesto match Matthews Acrylic Polyurethane 430132 Black, matte/semi gloss finish. Carefully and acurately mask and spray. No hand painting! Open airspace. Open airspace. Metal here is cut away (Typ.) Open airspace (wave). Metal here is cut away. (Typ.) ( Back ) Pedestrian Kiosk - "Tree"Symbol Detail Scale: 3"= 1'-0" **Note: See "Front" above for all color specifications. Sign Type: W-KSK MEW Use "City" symbol for sign in this location. N (Advertising Poster) i i i Sign Message W-KSK-01 4,_0„ (min.) EQ. EQ. Sign Location W-KSK-01 ""Note: See "Signing and Marking" plans for site sign locations. Diagram here is for install dimensions and orientation. Pedestrian Kiosk - Sign Messages & Locations Sign Type: W-KSK No Scale Use "Tree" symbol for sign in this location. (Greenway Map) i Sign Message W-KSK-02 4'-0" (min.) MEV ""Note: See "Signing and Marking" plans for site sign locations. Diagram here is for install dimensions and orientation. 0 EQ. Sign Location W-KSK-02 Pedestrian Kiosk - Sign Messages & Locations Sign Type: W-KSK No Scale Use "City" symbol for sign in this location. (Advertising Poster) i i i Sign Message W-KSK-03 ""Note: See "Signing and Marking" plans for site sign locations. Diagram here is for install dimensions and orientation. Sign Location W-KSK-03 Pedestrian Kiosk - Sign Messages & Locations No Scale Sign Type: W-KSK Use "Tree" symbol for sign in this location. N (Advertising Poster) i i i Side 2 Sign Message W-KSK-04 Side 2 Side 1 EQ. EQ. AIM Sign Location W-KSK-04 ""Note: See "Signing and Marking" plans for site sign locations. Diagram here is for install dimensions and orientation. Pedestrian Kiosk - Sign Messages & Locations Sign Type: W-KSK No Scale **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 & 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 0 MIEN Front Elevation Historical Marker Sign - Overview Scale:1"= 1'-0" Rear Elevation Sign Type: W-HIS Infft 1' - 2" +/- Front 10 1/2"+/- Historical Marker Sign - Overall Dimensions Scale:1"= 1'-0" 2" 2' 1/4" EQ. Side Sign Type: W-HIS No sharp corners! (typ.) Aluminum or Steel "frame". 1" all-around frame on face, with 2' sides/returns. Fasten to with flush tamper-pr000f hardware through sides. Paint to match Matthews Acrylic Polyurethane #30132 Black, matte/semi gloss finish. 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" tall x4" 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. **Note: Section A -A -- see Sheet 5/W-HIS Section B-B -- see Sheet 6/W-HIS Section C-C -- see Sheet 7M!-HIS 1/4" Thk. 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" square post. Logo is painted three colors of Matthews Acrylic Polyurethane. See Sheet 8/W-HIS for more details. 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. No visible fasteners. 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. 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. 2' 0" +/- tall "Yarmouth" Cast Alum. Wrap Around Base. Weld to 3" post. Paint to match Matthews Acrylic Polyurethane #30132 Black, matte/semi gloss finish. Ref: Alloy Castings Co., Inc. 151 West Union Street East Bridgewater, MA 02333-0473 Phone (508) 378-2541 Fax (508) 378-1240 www.a I loyca stin gs.com Steel or Aluminum post set into sign footer so that base is flush with payment. Footer as req'd to meet all local and national codes. MEI Historical Marker Sign - Materials &Colors Scale:1"= ('-0" Sign Type: W-HIS 14" FORT DALLAS The building (mown way as Fort Dallas was only part of the original compound known by that name. This structure was built in I544 as slat, 4uotefoi the William Enyllsli VInnl.alion. A LI! was hr.ale.l nl quote,mouth of the Miami hoer o, the north band[ Constructed o colitis limestone quarried at the site, the building Is the of st survrving example of native Ilmvtone constmct'on in Miami. When English eft Miami in 144o to fallow the California Cold Dish. the US. Army occupied his plantation for a year and used the buildings for its headquarters. English never returned to Florida and the Army -..tabl'L,,, Fort Dallas in lass during the Third Seminole War. The Port was abandoned forth. last time in dress. During the second half or the nm4ecnth century, the bolding ,erred oa store, post office. trading post and fora short time, as the turthoufor Dada County. In 1925 plans were announced to destroy se he building Community g'oupe led by the Miami Women, Clue and the Daughters of the American Itavolutlon. rallied to save it, and the City of Miami agreed to place It In Lumm us Parks The building was demolished and re -wilt where It stands today, using all original materials. Presently It serves as the clubhouse for the Daughters of the American Pas oluton. The building known w Y as Fort Dallas was only part of the original evevnd (mown by that name This structurewilt in IA.44 as quarters for the William English on. which was located at the mouth of the Miami Diver on the north ,,lb 9,bank, Construed of native su.stone quarried a the , the building is the earliest survving example of native limatoneconstiuctbn in Miami. When English OE Miami in 184o to fallow the California Cold Posh. the U.S. Army occupied his plantation fora year end used the buildings for its headquarters. English never returned to Florida and the Army tablshal Fort Dallas in 1ASS during the Third Semirole War. The feat was abandoned forme last time in MSS. oaring the ,,cord half of the nineteenth century, the bolding served as a. store. pst of ce, reading w and fora short time.the thurtheu,e for Dale County. In i925 plans were announced to destroy e building Community group, led by the Miami Women, Club and the Daughters of the American Revolution. rallied to save it. and the City of Miamiagreed to place It In Lumm s Park, The building wa demur hcdnd n built whw eit andr xlay4 ring all original mateals Presently it series as the clubhouse for the Daughters ,the American Itevoluten. MIAMI RIVER GREENWAY' A EQ. — Background (below "wave") to match PMS 299C Medium Blue.(Typ.) Historical Marker Sign -Typical Sign Panel Dimensions Scale: 3"= 1'-0" "Title Text" to match PMS 661C Dark Blue. (typ.) Changes each panel. (typ.) "Story Text (english)" to match PMS 661C Dark Blue. (typ.) Changes each panel. (typ.) **Note: 14" x 34" x 1" Porcelain Enamel sign panel on 16 - 18 Gauge steel. 5-6 Colors, with PMS matching. Sign text and graphics change each location, camera-ready art will be provided. Graphics shown arc for Design Intent and Bidding purposes, actual graphics are still in development. Fabricator will receive finished artwork at time of Fabrication. Line of overlapping frame. Frame overlaps 1" all around. "Story Text (spanish)" to match PMS 202C Dark Red. Changes each panel. (typ.) Black &White Photo(s). Changes each panel. (typ.) Background (above "wave") paint to match PMS 7401C Light Cream (tyP. ) "Villagers Logo" to match PMS 661C Dark Blue. (typ.) .1—"Wave" is White.(typ.) EQ.Jr "Miami River Greenway" text is White.(typ.) Sign Type: W-HIS 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, no vis. fasteners. Paint to match Matthews Acrylic Polyurethane #30132 Black, matte/semi gloss finish. 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 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. Historical Marker Sign - Horizontal Section A -A Scale: Half Actual Size Sign Type: W-HIS 14"x34"Sign panel in front. 2"+/- Square Painted Aluminum or Steel heavy -wall post. Post is securely welded to inside of 3" round post. Historical Marker Sign - Partial Vertical Section B-B Scale: Half Actual Size 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 looter. 2' 0" +/-tall "Yarmouth" Cast Alum. Wrap Around Base. Weld to 3" post. Sign Type: W-HIS Flush, Tamper -proof screws in quantities as required. Heads painted to match metal frame (typ.) 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. Flush S/S mounting hardware with nylon washers through side of pan & Porcelain Enamel sign. Qty. as req'd (typ.) 14" x 34" Porcelain Enamel sign panel, with 1" flange. Panel has holes properly drilled through sides to accept mounting hardware. 1/4" EQ. EQ. Internal Plywood blocking/fill inside Porcelain Enamel pan 1/8" thk. +/- Aluminum or Steel "pan", back with four sides, welded seams/construction. Fasten from inside to 2" post, no vis. fasteners. MEW 1/4" Thk. Steel or Aluminum Plate water -jet cut logo. Design to be computer cut from available digital vector artwork to exactly duplicate 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. See sheet 8/W-HIS for more symbol details. 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 from the front. Mounting hardware as req'd through inside back of sign panel construction (typ.) 2"+/- Square Painted Alum. or Steel heavy -wall post. Post is securely welded to inside of 3" round post. Historical Marker Sign - Partial Vertical Section C-C Scale: Half Actual Size Sign Type: W-HIS 14" +/- 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! 1/4" Thk. Steel or Aluminum Plate water -jet cut logo. Design to be computer cut from available digital vector artwork to exactly duplicate symbol. All Historic Marker Signs, Sign Type W-HIS always use this symbol. ea %.- 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 - Symbol Specifications Sign Type: W-HIS Scale: 3"= 1'-0" SCOTTSH RITE TEMPLE (PHOTO) MIAMI RIVER GREENWAY Sign Message W-HIS-01 2'-0„+/- Sign Location W-HIS-01 ""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. Historical Marker Sign - Sign Messages & Locations Sign Type: W-HIS Scale: No Scale MIAMI RIVER INN (PHOTO) MIAMI RIVER GREENWAY Sign Message W-HIS-03 4'-0" (min.) - 6'-0" "*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. 2'-0"+- T T EQ. EQ. Sign Location W-HIS-03 **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. Historical Marker Sign - Sign Messages & Locations Sign Type: W-HIS Scale: No Scale MIMU Pedestrian Mile Marker - Overview Scale: 3"= 1'-0" Cast Bronze sign w/paintfilled recess. Set flush into sidewalk. Sign Type: W-MIM 1'-0" ININk MIMU Ring/band behind "Miami River Greenway" & "Miles"lettering is recessesd. Background texture is "travertine". Paint fill to match Matthews Acrylic Polyurethane #29320 Dark Blue, semi -gloss finish. 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. A **Note: See Sheet 3NV-MIM for Section A -A Raised "bullit", Satin Bronze Finish (typ.) Inner ring with raised "waves" & Mile Numbers, Satin Bronze Finish Outer ring & "Miami River Greenway' & "Miles" raised lettering, Satin Bronze Finish 1/4" Thk. Cast Bronze sign w/raised lettering & paint filled recess. Set flush into sidewalk with 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/VV-MIM for typical layouts. Pedestrian Mile Marker - Dimensions, Materials & Colors Scale: Half Actual Size Sign Type: W-MIM 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.) Pedestrian Mile Marker - Horizontal Section A -A Sign Type: W-MIM Scale: Actual Size ** 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 Quadrats" Pedestrian Mile Marker -Typical Layouts 1 Scale: 1 1/2"= 1'- 0" Sign Type: W-MIM Ain ** 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 Quadrats' Pedestrian Mile Marker -Typical Layouts 2 Scale: 1 1/2"= 1'- 0" Sign Type: W-MIM Sign Number W-MIM-01 **Note: * = 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 scope, labeled on map as W-MIM-01, W-MIM-02, W-MIM-03. Confirm all locations with City prior to fabrication and installation. See Sheets 7/W-MIM, 8/W-MIM, 9/W-MIM for more details. y 0 Miles (Mouth of Miami River) Pedestrian Mile Marker - Overall Mile Marker Locations No Scale Sign Type: W-MIM 0 MEV Sign Location W-MIM-01 Sign centers on sidewalk in front of W-PED-08, Pedestrian Directional sign. **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 Pedestrian Mile Marker - Sign Messages & Location Scale: No Scale Sign Type: W-MIM **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 W-HIS-03, Miami River Inn Historical Sign. Sign Location W-MIM-02 Sign centers between edge of sidewalk and planter, in the vicinity of W-HIS-03, Miami River Inn Historical Sign. Pedestrian Mile Marker - Sign Messages & Location Sign Type: W-MIM Scale: No Scale Sign Location W-MIM-03 **Note: Fabricator must submit camera- ready layouts of all sign panels to the City of Miami for approval prior to fabrication. Sign centers between edge of sidewalk and planter, in the vicinity of W-PED-01, Pedestrian Directional Sign. Sign Location W-MIM-03 (Detail) NW NORTH RIVER DRIVE W-MIM-03 (See detail above) W-PED-01 Pedestrian Directional Sign. Sign Location W-MIM-03 Pedestrian Mile Marker - Sign Messages & Location Sign Type: W-MIM Scale: No Scale MIAMI RIVER GREENWAY la Aluminum/Steel Sign > Panel w/silkcreeened graphics. Painted Metal Sphere Painted Steel/Aluminum Post Front Elevation Rear Elevation Perimeter Pedestrian Directional Sign - Overview Sign Type: W-PRM Scale: 1"= 1'-0" 0 0 N in • ♦ 14" MIAMI RIVER GREENWAY 0 • EQ. EQ. 0 Front Elevation Rear Elevation Perimeter Pedestrian Directional Sign - Overall Dimensions Sign Type: W-PRM Scale: 1"= 1'-0" MIAMI RIVER GRE1 NWAY 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, matte/semi gloss finish. 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. n 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 sign footer so that base is flush with payment. Footer as req'd to meet all local and national codes. Rear Elevation Perimeter Pedestrian Directional Sign - Materials & Colors Sign Type: W-PRM Scale: 1"= 1'-0" E 3 5/8" EQ. -♦ MIAMI RIVEI( GREENWAY ♦ **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 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") paint to match Matthews Acrylic Polyurethane #24100 Medium Blue, matte/semi gloss finish. 4 Perimeter Pedestrian Directional Sign - Sign Panel Dimensions Sign Type: W-PRM W-PRM Scale: 3"= 1'-0" MIAMI RIVER GREENWAY Layout A MIAMI RIVER GREENWAY Layout D MIAMI RIVER GREENWAY V MIAMI RIVER GREENWAY Layout B MIAMI RIVER GREENWAY 71 MIAMI RIVER GREENWAY T Layout C MIAMI RIVER GREENWAY ` I' Layout E Layout F MIAMI RIVER GREENWAY SI Layout G Layout H **Note: See Sheet 4/W-PRM for all dimensions and details. Perimeter Pedestrian Directional Sign - Sign Panel Layouts Sign Type: W-PRM Scale: 1 1/2"= 1'-0" 14" x 20" x 3/16" Thk. Aluminum orSteel 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 orSteel heavy -wall post (below). 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. Flush, Tamper -proof screws in quantities as required. Heads painted to match "L" bracket. (Typ.) 6 Perimeter Pedestrian Directional Sign - Horizontal Section A -A Sign Type: W-PRM W-PRM Scale: Half Actual Size 14" x 20" x 3/16" Thk. Aluminum orSteel 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 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. Perimeter Pedestrian Directional Sign - Partial Vertical Section B-B Sign Type: W-PRM Scale: Half Actual Size MIAMI RIVER GREENWAY T • 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 l v D Sign Location W-PRM-01 G-PRM8 Pedestrian Perimeter Directional - Sign Messages & Locations Sign Type: W-PRM W-PRM No Scale **Note: See "Signing and Marking" plans for site sign locations. Diagram here is for install dimensions and orientation. nway Segment F) Sign W-PRM-04 See sheet 12/VV-PRM for more details. In\ **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. Sign W-PRM-02 See sheet 10/W-PRM for more details. JOSE MARTI PARK Sign Locations W-PRM-02, W-PRM-03, W-PRM-04 Pedestrian Perimeter Directional - Sign Locations in Jose Marti Park Sign Type: W-PRM No Scale MIAMI RIVER GREENWAY 71 Layout E Sign Message W-PRM-02 1-0„+/ **Note: S Sign to be positioned A adjacent to new path, just before bend. Coordinate/verify exact location on -site with City. Sign Location W-PRM-02 (Intent only, verify all conditions on -site) **Note: Fabricator must submit camera- ready layouts of all sign panels to the City of Miami for approval prior to fabrication. New Greenway path within Jose Marti Park 10 Pedestrian Perimeter Directional - Sign Messages & Locations Sign Type: W-PRM W-PRM No Scale *"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. MIAMI RIVER GREENWAY * *Note: Fabricator must submit camera- ready layouts of all sign panels to the City of Miami for approval prior to fabrication. Layout B Sign Message W-PRM-03 1'-0"+/- Sign Location W-PRM-03 (Intent only, verify all conditions on -site) Existing Greenway path and stairway within Jose Marti Park Pedestrian Perimeter Directional - Sign Messages & Locations Sign Type: W-PRM No Scale SW 4th Avenue MIAMI RIVER GREENWAY **Note: T Fabricator must submit camera- ready layouts of all sign panels to rr the City of Miami for approval prior to fabrication. Layout C Sign Message W-PRM-04 (Greenway Segment F) 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) Pedestrian Perimeter Directional - Sign Messages & Locations Sign Type: W-PRM No Scale Part Three: Symbol Application MIAMI RIVER GREENWAY OO DOWNTOWN MIAMI O MIAMI RIVER JOSE MARTI PARK MIAMI RWEP CPUENWAY WRY 3 5/8" Dia. x 1/4" thick water -jet cut aluminum Greenway Logo. Sets into circle routed in wood. Paint all surfaces to match Matthews Acrylic Polyurethane #30132 Black, matte/ emi gloss finish.(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 Miami River Greenway Symbol - Applied to Typical Trash Receptacle Scale: Full Size WED ROUTE WOOD FOR PLAQUE 37. 29.3316 ORIENTATION 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 Miami River Greenway Symbol - Typical Trash location 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. 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 Miami River Greenway Symbol - Typical Trash Receptacle: Section & Location Scale: As Noted 3 3/4" Diameter (Circle routed in wood slats - 1/4" deep +/-) (Painted aluminum logo - 1/4" thick) 3 5/8" Diameter 3 5/8" Dia. x 1/4" thick water -jet cut aluminum Greenway Logo. Sets into circle routed in wood. Paint all surfaces to match Matthews Acrylic Polyurethane #30132 Black, matte/semi gloss finish.(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 Miami River Greenway Symbol - Applied to Typical Bench Scale: Full Size 21/2 - Bench Spec. (by others- for ref. only): "Plainwell" 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 731/4 32 7/8 32 7/8 21/2 WOOD SEAT AND BACK WOOD ROUTED TO RECEIVE PLAQUE. 70 72 21/2 Miami River Greenway Symbol - Typical Bench location 3 3/4" Dia. x 1/4" deep routed circle in wood slats. 3 5/8" Dia. x 1/4" thick water jet cut aluminum Greenway Logo. Sets into circle routed in wood. Attaches securely to wood slats with tamper -proof screws through back. No visible fasteners! No Scale — Tamper -proof - 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. Vertical Section B-B Through Symbol Scale: Full Size Miami River Greenway Symbol - Typical Bench: Section & Location Scale: As Noted