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373 Highland Ave Materials Page 1 of 2 Design Review Board Recommendation 373 Highland Avenue Design Review of Entrance Corridor Project Meeting Date: September 22, 2021 Members Present: David Jaquith, Glenn Kennedy, Catherine Miller, Helen Sides, J. Michael Sullivan Members Absent: Paul Durand, Marc Perras At a regular meeting of the Design Review Board (DRB), upon a motion duly made and seconded, it was unanimously voted to recommend design approval to the Planning Board of the proposed construction of the Tropical Products facility and associated site improvements as designed with the recommendations herein. Referenced Plans and Documents 1. Set of plans titled ‘Highland Avenue at Cedar Road’, prepared by Beals and Thomas, Inc., Reservoir Corporate Center, 144 Turnpike Road, Southborough, MA 01772 and Connolly Brothers, Inc., 152 Conant Street, Beverly, MA 01915, revised to 9/14/21. 2. Elevation drawings prepared by Connolly Brothers, Inc., 152 Conant Street, Beverly, MA 01915. 3. Project Narrative prepared by Beals and Thomas, Inc., Reservoir Corporate Center, 144 Turnpike Road, Southborough, MA 01772, dated 8/17/21. 4. Specification Sheet for Building-Mounted Lighting, Cree Lighting, XSP Series, LED Wall Mount Luminaire. 5. Specification Sheet for Parking Lot Lighting, Cree Lighting, OSQ Series, LED Area/Flood Luminaire. 6. Staff Comments dated 9/17/21. Design Recommendations Overall, the DRB found that the project will be an asset to the community and the construction of a manufacturing facility is a preferred use in this location. The Board recognizes the value of this project with the retention of a local manufacturing company, the expansion of the company that will bring over 100 new jobs to Salem, and the construction of the building that will house a significantly sized solar array and is pleased to unanimously support the project with the following recommendations for the Planning Board’s consideration: • Compliance with the ECOD Regulations: The Board would like to reinforce the importance of complying with the ECOD design-focused regulations as follows: o Landscaping: All of the trees planted should have a minimum caliper of 3.5” to meet the ECOD minimum standards. o Granite Curbing: All of the curbing around the site should be vertical granite at least 6” in height. This includes all curbing around landscaped areas. • Façade Colors: The pale gray proposed for the bulk of the building should be replaced with a darker color, more like the dark gray proposed for the entrance feature at the northwest corner of the building. Please see the sample rendering illustrating the board’s vision. • Window Trim Color: The window trim color may need to be darkened as the colors on the façade are darkened. The architect should evaluate how the lighter window trim pairs with the darker façade color and adjust it as appropriate. Page 2 of 2 • Screening of Mechanicals and Dumpster: The screening of these items, whether on the roof or at grade, should be a dark color – dark, slate gray, or black. The darker colors will help the screening visually fade into the background of the building, whereas a lighter color would be more prominent. • Entry Area Landscaping: To reinforce the entry at the northwest corner of the building, the applicant can increase the landscaping to create a welcoming space for workers and visitors to the facility. • Site Lighting: The Board encourages the use of lower Kalvin LED lights to further reduce light pollution beyond the property’s borders. Signature of the DRB By the signature below, I certify that this recommendation accurately reflects the actions of the Design Review Board. Helen Sides __________________________________ _____9/23,2021_______ Helen Sides Date Vice Chair 9/10/21, 10:55 AM OpenGov https://salemma.viewpointcloud.io/#/explore/records/293091/printable?act=false&app=true&att=false&emp=false&int=false&loc=true&sec=1011753%2…1/6 09/10/2021 City of Salem, MA PB-21-9 Planning Board Application Applicant Information Project Address(s) and Owner Information Status: Active Date Created: Aug 18, 2021 Applicant Joseph Correnti jcorrenti@cdlawyers.com 63 Federal Street Salem, MA 01970 9787440212 Location 373 HIGHLAND AVENUE SALEM, MA 01970 Owner: K.R. STARR REALTY HOLDING LLC 970 16TH PLACE VERO BEACH, FL 32960 Applicant Type Attorney Project Address Street Number 3 Project Address Street Name CEDAR ROAD City SALEM Zip Code 01970 Full Address 3 CEDAR ROAD , , SALEM MA 01970 Parcel ID 07-0047-0 Zoning District (from Assessor) B Owner Name K.R. STARR REALTY HOLDINGS,LLC Owner Street Name 970 16TH PLACE Owner City VERO BEACH Owner State FL Owner Zip Code 32960 Project Address Street Number 5 Project Address Street Name CEDAR ROAD City SALEM Zip Code 01970 Full Address 5 CEDAR ROAD , , SALEM MA 01970 Parcel ID 07-0048-0 Zoning District (from Assessor) R1 Owner Name K.R. STARR REALTY HOLDING, LLC Owner Street Name 970 16TH PLACE Owner City VERO BEACH Owner State FL Owner Zip Code 32960 Project Address Street Number 2 Project Address Street Name CEDAR ROAD 9/10/21, 10:55 AM OpenGov https://salemma.viewpointcloud.io/#/explore/records/293091/printable?act=false&app=true&att=false&emp=false&int=false&loc=true&sec=1011753%2…2/6 City SALEM Zip Code 01970 Full Address 2 CEDAR ROAD , , SALEM MA 01970 Parcel ID 07-0057-0 Zoning District (from Assessor) B2 Owner Name K.R. STARR REALTY HOLDING, LLC Owner Street Name 970 16TH PLACE Owner City VERO BEACH Owner State FL Owner Zip Code 32960 Project Address Street Number 6 Project Address Street Name CEDAR ROAD City SALEM Zip Code 01970 Full Address 6 CEDAR ROAD , , SALEM MA 01970 Parcel ID 07-0056-0 Zoning District (from Assessor) B2 Owner Name K.R. STARR REALTY HOLDING LLC Owner Street Name 970 16TH PLACE Owner City VERO BEACH Owner State FL Owner Zip Code 32960 Project Address Street Number 10 Project Address Street Name CEDAR ROAD City SALEM Zip Code 01970 Full Address 10 CEDAR ROAD , , SALEM MA 01970 Parcel ID 07-0055-0 Zoning District (from Assessor) B Owner Name K.R. STARR REALTY HOLDING LLC Owner Street Name 970 16TH PLACE Owner City VERO BEACH Owner State FL Owner Zip Code 32960 Project Address Street Number 355 Project Address Street Name HIGHLAND AVENUE City SALEM Zip Code 01970 Full Address 355 HIGHLAND AVENUE , , SALEM MA 01970 Parcel ID 07-0046-0 Zoning District (from Assessor) B2 Owner Name K.R. STARR REALTY HOLDINGS,LLC Owner Street Name 970 16TH PLACE Owner City VERO BEACH Owner State FL Owner Zip Code 32960 9/10/21, 10:55 AM OpenGov https://salemma.viewpointcloud.io/#/explore/records/293091/printable?act=false&app=true&att=false&emp=false&int=false&loc=true&sec=1011753%2…3/6 Planning Board Guides for Applicants Brief Project Description Project Information Project Address Street Number 373 Project Address Street Name HIGHLAND AVENUE City SALEM Zip Code 01970 Full Address 373 HIGHLAND AVENUE , , SALEM MA 01970 Parcel ID 07-0058-0 Zoning District (from Assessor) B2 Owner Name K.R. STARR REALTY HOLDING LLC Owner Street Name 970 16TH PLACE Owner City VERO BEACH Owner State FL Owner Zip Code 32960 Have you reviewed the listed guideline and reference documents? Yes Brief Project Description The Project includes the construction of a single slab-on-grade steel frame warehouse building comprising an approximately 70,000 square foot footprint. The gross square foot building area, including internal mezzanine level, is approximately 100,000 square feet, with internal office, storage and administration space. There are also loading docks and associated visitor and employee parking shown on the plan. Proposed Use Commercial Existing Use Commercial Business Highway (B2)  Business Park Development (BPD)  Entrance Corridor Overlay District (ECOD)  Total Parcel Square Footage 194,770 Number of Existing Dwelling Units 0 Number of Existing Affordable Dwelling Units 0 Number of Existing Parking Spaces 0 Proposed Building(s) Gross Square Footage 100,000 Proposed Building(s) Footprint Square Footage 70,000 Proposed Nonresidential Gross Square Footage (if any) 100,000 Proposed Total Number of Parking Spaces 80 Check box if there is a new curb cut proposed  Are you also applying for a Planned Unit Development special permit? No 9/10/21, 10:55 AM OpenGov https://salemma.viewpointcloud.io/#/explore/records/293091/printable?act=false&app=true&att=false&emp=false&int=false&loc=true&sec=1011753%2…4/6 Project Information Continued (Stormwater Management) Required Narrative Any modifications to existing drainage on the site, regardless of size.  Any activity that results in a land disturbance equal to or greater than one acre of land within the City of Salem.  Building Narrative The Project includes the construction of a single slab-on-grade steel frame warehouse building comprising an approximately 70,000 square foot footprint. With an internal mezzanine level, the gross square foot building area is approximately 100,000 square feet. The Project has been designed to complement and take advantage of the existing topography such that the building will be “heeled into” the slope. From Highland Avenue and the northern entrance, the building will appear unobtrusive and as a single story, as only the mezzanine or “upper” level of the building is visible. As one continues to follow the topography down the slope to the rear of the building, away from public view, the slab level emerges, allowing for the necessary ceiling height for loading/unloading, manufacturing, and warehousing activities. The proposed building will meet, or exceed, all energy conservation, interior environmental, accessibility and life safety requirements. Building aesthetics are addressed in Section 2.9 - Architectural Compatibility with Surrounding Area. Parking and Loading Narrative The Project proposes the construction of eighty (80) parking spaces, calculated as outlined in the Zoning Ordinance, based upon the employee count and square footage associated with the various internal mixed uses of office, warehousing, and industrial. The parking is distributed appropriately to provide visitor and office staff parking spaces at the main building entrance along the north side of the building. The remaining bulk of the spaces for warehouse and manufacturing employees is provided along the south and east sides of the building, proximate to the loading docks. Four (4) loading docks are provided along the rear (east) of the building to accommodate tractor trailers. An additional overhead door is located just north of the loading docks to provide access for smaller trucks and service vehicles. All parking and loading areas have been designed in accordance with Section 5.1 of the Zoning Ordinance. Traffic Flow, Circulation, and Traffic Impact within the Site The Project proposes relocation of the existing curb cuts along Highland Avenue to provide two new curb cuts, one at the south side of the property and one at the north side of the property. Both north and south access points will provide access and egress to the Subject Property, however the truck circulation will be a one-way circulation only, entering from the south, traveling around the east side of the building at the loading docks, and exiting to Highland Avenue at the north. A comprehensive Transportation Impact Assessment (TIA) has been prepared by the Applicant’s traffic engineering consultant, Vanasse and Associates, Inc. (VAI) and has been provided with this application. The TIA evaluated access requirements, potential off-site improvements, and safety considerations under existing and future conditions, both with and without the Project. In summary VIA’s findings concluded that the Project can be accommodated within the confines of the existing transportation infrastructure in a safe and efficient manner with the implementation of minor recommendations that were provided within the TIA. External Lighting Narrative Site lighting has been proposed to provide appropriate illumination of the Subject Property for pedestrian and vehicular circulation. The lighting plan incorporates pole top LED light fixtures with twenty foot (20’) mounting height, as well as wall-mounted fixtures along the building façade at entrances and loading docks. All light fixtures are certified “Dark Sky Friendly” by the International Dark-Sky Association. Please refer to the Landscape and Lighting Plan (Sheet C6.1) and the Photometric Plan (Sheet C7.1) for specific locations, fixtures, and light distribution. Please note that the pole-top light fixtures can be remotely and automatically dimmed. This option allows for reduction in light levels after business hours when full lighting may not be necessary. Landscaping and Screening The Project proposes landscaping and screening along the Subject Property boundary and internally to the greatest extent practicable. A fifteen-foot (15’) wide landscape buffer along the southern property line allows for a densely planted evergreen screen, with specific consideration for the southerly residential abutter. A row of deciduous shade trees is proposed between the southerly access driveway and the employee parking lot, which will provide a second layer of screening from the southerly abutter. Proposed deciduous shade trees provide a vegetative screen along the entire northerly property line between the Project and animal shelter to the north. Similar to the south side of the building, a row of shade trees is proposed between the northerly access driveway and the upper parking lot which will provide a second layer of screening from the animal shelter. A 30-50’ front yard setback from Highland Avenue provides a wide tree lawn where groupings of shade and ornamental trees are proposed to visually “break up” the length of the building and provide visual interest to those traveling along Highland Avenue. A mix of evergreen and deciduous plantings are proposed along the eastern side of the building to provide as much screening as feasible for any future development to the rear of the Project. Please refer to the Landscape and Lighting Plan (Sheet C6.1) for specific plant placement, species, and quantities proposed. Snow Removal Snow storage areas are indicated throughout the Project site. Please refer to the Layout and Materials Plan (Sheet C3.1) for specific locations. Any snow in excess of the areas available for storage will be coordinated by the Owner to be removed and properly disposed of off-site. Utilities 9/10/21, 10:55 AM OpenGov https://salemma.viewpointcloud.io/#/explore/records/293091/printable?act=false&app=true&att=false&emp=false&int=false&loc=true&sec=1011753%2…5/6 Business Park Development Special Permit Signatures Review responses Conditions - Distinct Drainage: Subsurface drainage infrastructure includes treatment and detention basins to manage stormwater flows in compliance with the Standards of the Stormwater Handbook and City of Salem Ordinances. Separate subsurface basins are provided for roof and paved areas, these systems combine to provide a single outlet point in Cedar Road. Water: Domestic and production water and water for the fire suppression system will be required and served from the municipal system in Highland Avenue. Sewer: Domestic sewer will be tied to the municipal system in Highland Avenue. Production wastewater will be stored in a holding tank, tested monthly by the SESD, and discharged to the municipal system. Although the existing sewer invert is approximately 17 feet below the surface of Highland Avenue, we anticipate that a pump will be required for the lower-level sanitary line. Gas: Natural gas will be required for the building’s mechanical systems. The service in Highland Avenue will need to be extended from Barnes Road in the north bound lane of Highland Avenue. Electric: A new electric service will be required for general building power and lighting and production related equipment. A standby generator will be installed, and a rooftop solar array is planned. Note: The specific building systems for this project have not yet been fully engineered. Natural Features and their Protection and Enhancement The existing subject property has had a long history of development and then neglect, leaving the site overgrown and comprised of fill soils, with very little remaining of valuable natural areas. This redevelopment project will have a positive impact on the site, as it will result in the removal of unsuitable soils and the installation of new landscaping with native species. Furthermore, the stormwater has been thoughtfully designed to address water quality, infiltrate where possible and control the discharge points to reduce velocity, thus protecting the offsite wetland resource areas. Topography and its Maintenance The Project has been designed to complement and take advantage of the existing topography such that the building will be “heeled into” the slope. Compatibility of Architecture with Surrounding Area The proposed building is located within an area that is composed of both commercial and residential buildings. Most of the residences are either single story or two stories in height, with gabled roofs. Exteriors are constructed of brick or clapboard siding. The commercial developments, including Traders Way, Walmart Plaza, and 400 Highland Plaza (Olde Village Drive) consist of buildings approximately 20-30 feet in height, with a combination of masonry and smooth/EIFS exteriors, and either flat or sloped mansard metal roofs. Other smaller buildings, such as Puleo’s Dairy, St Jean’s Credit Union, and North Shore Bank, employ more traditional structures of brick and clapboard siding, with gabled roofs. Adjacent to the site is the Northeast Animal shelter, which is approximately 16 feet in height, with a combination of clapboard siding and masonry walls. The former Hutchinson Medical building is a vertical metal siding building with standing seam metal roof, similar in height. To the rear of the site at Technology Way, Thermal Circuits, Diagnostics For All, and Salem Glass all employ the same materials and overall heights as The existing Tropical Products building is nearby (less than 1 mile), which consists of similar metal siding to our proposed building, and similar heights. The proposed building utilizes the site conditions to provide a 16- to 18-foot-high building at the street, which complements the surrounding area buildings. By utilizing similar materials, such as masonry walls, smooth metal panels, and flat roofs, the building will maintain the character of the other commercial developments in the surrounding area. Does your application propose development in excess of ten thousand (10,000) square feet of gross building area within the Business Park Development Zoning District? Yes Describe how your application meets the objectives of the Business Park Development special permit as outlined in Section 8.3 of the Salem Zoning Ordinance. The proposed Project allows a current Salem business to grow and remain within the City, which will have a positive impact on the City's employment base and tax revenue. The site features landscape buffers from residential uses and abutting properties. Applicant Signature Joseph C. Correnti, Esquire 08/18/2021 9/10/21, 10:55 AM OpenGov https://salemma.viewpointcloud.io/#/explore/records/293091/printable?act=false&app=true&att=false&emp=false&int=false&loc=true&sec=1011753%2…6/6 Request of New Street Timeline Label Status Activated Completed Application Stamped by City Clerk Complete Aug 18, 2021 at 2:36 pm Aug 19, 2021 at 8:05 am Planner Review for Completeness Complete Aug 18, 2021 at 2:36 pm Aug 23, 2021 at 11:06 am Permit Fee Waived Aug 18, 2021 at 2:36 pm Aug 26, 2021 at 9:56 am Legal Notice Complete Aug 26, 2021 at 9:56 am Aug 26, 2021 at 9:56 am Remainder Fee Paid Aug 26, 2021 at 2:17 pm Aug 26, 2021 at 2:18 pm Health Department Comment Complete Aug 26, 2021 at 9:56 am Aug 26, 2021 at 2:23 pm Tree Warden Comment Complete Aug 26, 2021 at 9:56 am Aug 26, 2021 at 3:44 pm Building Department Comment Complete Aug 26, 2021 at 9:56 am Sep 3, 2021 at 8:40 am Planning Board Review Active Aug 26, 2021 at 9:56 am - Planning Board holds public hearing within 65 days of the application filing for special permits Active Aug 26, 2021 at 9:56 am - Engineering Department Comment Active Aug 26, 2021 at 9:56 am - Fire Prevention Comment Active Aug 26, 2021 at 9:56 am - Traffic and Parking Department Comment Active Aug 26, 2021 at 9:56 am - Conservation Committee Comment Active Aug 26, 2021 at 9:56 am - Police Department Comment Active Aug 26, 2021 at 9:56 am - School District Comment Active Aug 26, 2021 at 9:56 am - DRB Notification Active Aug 26, 2021 at 9:56 am - Zoning Board Notification Active Aug 26, 2021 at 9:56 am - Engineering Stormwater Review Active Aug 26, 2021 at 9:56 am - Decision Filed with City Clerk Pending -- Project File Closed Pending -- SALEM, MASSACHUSETTS ( Essex County) IN ARCHITECT APPLICANT Scale: 1" = 1000' Locus Map SHEET INDEX Connolly Brothers, Inc. 152 Conant Street Beverly, Massachusetts 01915 Beals and Thomas, Inc. Reservoir Corporate Center 144 Turnpike Road Southborough, Massachusetts 01772 Berman Properties, LLC 220 Highland Avenue Salem, Massachusetts 01970 Job No.:3065.04 Plan No.: 306504P014B-001 Sheet 1 of 14 Cover Sheet Notes and Legend Boundary and Topographic Plan Boundary and Topographic Plan Site Preparation Plan Layout and Materials Plan Grading and Drainage Plan Utilities Plan Landscape and Lighting Plan Photometric Plan Site Details #1 Site Details #2 Exterior Elevations Building Rendering C1.1 TP-1 TP-2 C2.1 C3.1 C4.1 C5.1 C6.1 C7.1 C8.1 C8.2 A-2.01 LANDSCAPE ARCHITECT CIVIL ENGINEER/SURVEYOR/ LOCUS HIGHLAND AVENUE AT CEDAR ROAD Permit Plan Set - August 17, 2021 Revised - September 14, 2021 BEALS AND THOMAS, INC. Reservoir Corporate Center 144 Turnpike Road Southborough, Massachusetts 01772-2104 T 508.366.0560 | www.bealsandthomas.com B E A L S + T H O M A S BASIN-1 R=117.00 I=112.50 14 HDPE TO DMH-02 BASIN-2 R=121.00 I=115.00 12 HDPE TO DMH-09 BASIN-3 R=123.00 I=115.00 12 HDPE TO DMH-09 BASIN-4 R=125.00 I=114.20 14 HDPE TO DMH-04 BASIN-5 R=130.00 I=115.50 14 HDPE TO DMH-05 CB-20A R=129.00 I=117.20 12 HDPE TO WQU-20 CB-20B R=129.00 I=117.45 12 HDPE TO WQU-20 CB-22A R=118.50 I=115.54 12 DI TO DMH-22 CB-22B R=119.50 I=115.54 12 HDPE TO DMH-22 CB-23A R=119.00 I=116.00 12 HDPE TO DMH-23 CB-23B R=119.00 I=116.00 12 HDPE TO DMH-23 CB-40 R=125.00 I=114.36 12 HDPE TO WQU-40 CB-41 R=125.00 I=121.00 12 HDPE TO DMH-41 CB-42 R=129.50 I=126.00 12 HDPE TO DMH-42 CB-43 R=118.00 I=115.00 12 HDPE TO DMH-43 CB-ROOF1 R=134.00 I=116.95 14 HDPE TO O-BASIN5 CB-ROOF2 R=129.00 I=121.93 14 HDPE TO DMH-31 DMH-01 R=116.00 I=112.12 18 HDPE FROM DMH-02 I=112.12 18 DI FROM DMH-06 I=112.12 24 DI TO FE-01 DMH-02 R=117.00 I=112.28 14 HDPE FROM BASIN-1 I=112.28 18 HDPE TO DMH-01 I=112.28 18 HDPE FROM DMH-03 DMH-03 R=121.00 I=113.61 18 HDPE TO DMH-02 I=113.61 18 HDPE FROM DMH-04 DMH-04 R=125.00 I=114.10 14 HDPE FROM BASIN-4 I=114.10 18 HDPE TO DMH-03 I=114.10 14 HDPE FROM DMH-05 DMH-05 R=129.00 I=114.80 14 HDPE FROM BASIN-5 I=114.80 14 HDPE TO DMH-04 DMH-06 R=115.20 I=112.40 18 DI TO DMH-01 I=112.40 18 DI FROM DMH-07 I=112.40 10 DI FROM WQI-06A DMH-07 R=115.80 I=112.52 18 DI TO DMH-06 I=112.52 14 DI FROM DMH-08 I=112.52 10 HDPE FROM WQU-07A DMH-07B R=114.00 I=112.79 10 DI TO WQU-07A DMH-08 R=115.00 I=112.75 14 DI TO DMH-07 I=112.75 14 DI FROM DMH-09 DMH-09 R=120.00 I=114.94 12 HDPE FROM BASIN-2 I=114.90 12 HDPE FROM BASIN-3 I=113.17 14 DI TO DMH-08 DMH-22 R=119.00 I=115.40 12 DI FROM CB-22A I=115.40 12 HDPE FROM CB-22B I=115.40 12 HDPE FROM DMH-23 I=115.40 14 HDPE TO WQU-21 DMH-23 R=119.50 I=115.63 12 HDPE FROM CB-23A I=115.63 12 HDPE FROM CB-23B I=115.63 12 HDPE TO DMH-22 DMH-30 R=128.31 I=121.45 14 HDPE FROM DMH-31 I=117.10 14 HDPE TO O-BASIN3 DMH-31 R=129.50 I=121.57 14 HDPE FROM CB-ROOF2 I=121.57 14 HDPE TO DMH-30 DMH-41 R=125.00 I=120.90 12 HDPE FROM CB-41 I=120.90 12 HDPE FROM DMH-42 I=114.35 12 HDPE FROM DMH-43 I=114.35 12 HDPE TO WQU-40 DMH-42 R=130.00 I=125.00 12 HDPE FROM CB-42 I=121.40 12 HDPE TO DMH-41 DMH-43 R=123.00 I=114.60 12 HDPE FROM CB-43 I=114.60 12 HDPE TO DMH-41 FE-01 I=112.00 24 DI FROM DMH-01 O-BASIN1 R=117.00 I=112.40 12 HDPE FROM WQI-10 O-BASIN2-A R=126.50 I=116.80 12 HDPE FROM WQU-20 O-BASIN2-B R=121.50 I=115.00 14 HDPE FROM WQU-21 O-BASIN3 R=128.00 I=117.00 14 HDPE FROM DMH-30 O-BASIN4 R=125.00 I=114.20 14 HDPE FROM WQU-40 O-BASIN5 R=133.00 I=116.80 14 HDPE FROM CB-ROOF1 WQI-06A R=114.50 I=112.58 10 DI TO DMH-06 WQI-10 R=116.00 I=112.62 12 HDPE TO O-BASIN1 WQU-07A R=115.50 I=112.59 10 HDPE TO DMH-07 I=112.59 10 DI FROM DMH-07B WQU-20 R=128.50 I=116.95 12 HDPE FROM CB-20A I=116.95 12 HDPE FROM CB-20B I=116.95 12 HDPE TO O-BASIN2-A WQU-21 R=120.00 I=115.14 14 HDPE FROM DMH-22 I=115.14 14 HDPE TO O-BASIN2-B WQU-40 R=125.00 I=114.26 12 HDPE FROM CB-40 I=114.26 12 HDPE FROM DMH-41 I=114.26 14 HDPE TO O-BASIN4 PARKING AND LOADING TABLE USE REQUIREMENT EMPLOYEE COUNT REQ'D/ PROVIDED BUSINESS OFFICES One (1) space for each employee 10 10 / 10 WAREHOUSING AND INDUSTRIAL one (1) space for each two (2) employees, plus one (1) space for each thousand (1,000) square feet of gross floor area of the building, excluding storage area 60 WAREHOUSING/ MANUFACTURING EMPLOYEES. 40,000 SF INDUSTRIAL 70 / 70 TOTAL PARKING 80 / 80 LOADING REQUIREMENT PER GROSS FLOOR AREA REQ'D/ PROVIDED INDUSTRY 50-100KSF 3 / 5 ZONING TABLE ZONING DISTRICT B2 REQ'D/PROPOSED BPD REQ'D/PROPOSED RELIEF NEEDED MINI. LOT AREA (SQUARE FEET)12,000 / ±90,240 40,000 / ±81,130 NO MIN. LOT FRONTAGE (FEET)100' / >100'150' / >150'NO MIN. LOT WIDTH (FEET)100' / >100'150' / >150'NO MAX. LOT COVERAGE ALL BUILDINGS (%25% / ±60%45% / ±11%YES MIN. OPEN SPACE (%)-10% / ±30%NO MIN. DEPTH OF FRONT YARD (FEET)30' / 30.4'50' / 52.6'NO MIN. WIDTH OF SIDE YARD (FEET)10' / >10'30' / >30'NO MIN. DEPTH OF REAR YARD (FEET)30' / no rear yard 50' / no rear yard NO MAX. HEIGHT OF BUILDINGS (FEET) 30' / ±18.5' avg. along front line 50' / ±18.5' avg. along front line NO MAX. HEIGHT OF BUILDINGS (STORIES)--NO BUFFER FROM RESIDENTIAL USE (FT)-75' / 15'YES MAX. HEIGHT OF RETAINING WALLS AND/OR FENCES (FT)10' / <10'10' / <10'NO BEALS AND THOMAS, INC. Reservoir Corporate Center 144 Turnpike Road Southborough, Massachusetts 01772-2104 T 508.366.0560 | www.bealsandthomas.com B E A L S + T H O M A S BEALS AND THOMAS, INC. Reservoir Corporate Center 144 Turnpike Road Southborough, Massachusetts 01772-2104 T 508.366.0560 | www.bealsandthomas.com B E A L S + T H O M A S BEALS AND THOMAS, INC. Reservoir Corporate Center 144 Turnpike Road Southborough, Massachusetts 01772-2104 T 508.366.0560 | www.bealsandthomas.com B E A L S + T H O M A S BEALS AND THOMAS, INC. Reservoir Corporate Center 144 Turnpike Road Southborough, Massachusetts 01772-2104 T 508.366.0560 | www.bealsandthomas.com B E A L S + T H O M A S BEALS AND THOMAS, INC. Reservoir Corporate Center 144 Turnpike Road Southborough, Massachusetts 01772-2104 T 508.366.0560 | www.bealsandthomas.com B E A L S + T H O M A S BEALS AND THOMAS, INC. Reservoir Corporate Center 144 Turnpike Road Southborough, Massachusetts 01772-2104 T 508.366.0560 | www.bealsandthomas.com B E A L S + T H O M A S (22) TG (1) PS PG (1) (1) TG(1) PS(1) NS MS (1) (1) NS (1) QR (1) AF (1) MS (1) QR AF (1) (2) AF (5) TG (1) QR (1) AF (1) PG (2) AF (2) AF (2) AF (2) AF (2) AF (3) AF (2) CF (2) CF NS (1) (1) QR (1) NS (1) QR (1) NS (1) QR (1) QR (1) NS NS (1) AF (2) (3) IC (2) RC (3) IC (2) RC (3) IC RC (2) (3) IC (1) CV (2) PG (1) AF (1) CV (1) CV CV (1) (1) AF (1) MS (1) NS NS (1) AF (1)AF (1)AF (1) (3) IC (2) RC RC (2) (33) RA (1) CF (54) RA RA (89) (1) MS (1) PG MS (1) CF (2) QR (2) QR (2) NS (1) AF (2) CF (2) NS (1) NS (1) AF (2) TREES QTY BOTANICAL NAME COMMON NAME SIZE CONT. AF 28 Acer rubrum `Frank Jr.` TM Redpointe Red Maple 3-3 1/2" cal. B&B CV 4 Chionanthus virginicus White Fringetree 2-2 1/2" cal. B&B CF 9 Cornus florida `Cherokee Princess` Cherokee Princess Dogwood 2-2 1/2" cal. B&B MS 5 Malus x `Sugar Tyme` TM Sugar Tyme Crabapple 2 1/2-3" cal. B&B NS 12 Nyssa sylvatica Tupelo 3-3 1/2" cal. B&B PG 4 Picea glauca White Spruce 8-10` Ht. B&B PS 4 Pinus strobus White Pine 10-12` ht. B&B QR 12 Quercus rubra Red Oak 3-3 1/2" cal. B&B TG 28 Thuja x 'Green Giant'Green Giant Arborvitae 7-8` ht. B&B SHRUBS QTY BOTANICAL NAME COMMON NAME SIZE CONT. IC 15 Ilex crenata `Green Lustre`Green Luster Japanese Holly 3-4` ht. 7 gal. RC 11 Rhododendron x 'Cunningham's White' Cunningham's White Rhododendron 42-48" ht. 7 gal. GROUND COVERS QTY BOTANICAL NAME COMMON NAME CONT RA 176 Rhus aromatica `Gro-Low`Gro-Low Fragrant Sumac #3 CONT. PLANT SCHEDULE BEALS AND THOMAS, INC. Reservoir Corporate Center 144 Turnpike Road Southborough, Massachusetts 01772-2104 T 508.366.0560 | www.bealsandthomas.com B E A L S + T H O M A S 0.0 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.1 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.1 0.3 0.4 0.4 0.4 0.3 0.2 0.1 0.0 0.0 0.2 0.5 0.6 0.7 0.7 0.4 0.2 0.1 0.0 0.0 0.0 0.1 0.2 0.6 0.9 1.0 0.9 0.6 0.3 0.1 0.0 0.0 0.0 0.1 0.2 0.8 1.4 1.2 1.0 0.7 0.3 0.1 0.0 0.0 0.1 0.1 0.3 1.1 2.5 1.9 1.2 0.8 0.4 0.1 0.0 0.0 0.1 0.1 0.2 0.4 1.3 3.6 2.9 1.5 0.9 0.5 0.2 0.1 0.0 0.0 0.1 0.1 0.1 0.3 1.0 3.5 0.0 0.1 0.2 0.3 0.6 P1MH: 202.2 3.2 1.6 1.0 0.6 0.2 0.1 0.0 2.4 1.4 1.0 0.7 0.0 0.1 0.1 0.2 0.2 0.4 1.0 1.5 1.2 1.0 0.7 0.3 0.1 0.1 0.4 0.2 0.1 0.0 0.1 0.1 0.1 0.2 0.3 0.6 1.0 1.1 1.0 0.7 0.5 0.3 0.2 0.0 0.1 0.1 0.2 0.2 0.3 0.5 0.8 0.9 0.8 0.0 0.1 0.2 0.3 0.4 0.6 0.8 0.9 0.8 0.7 0.0 0.0 0.1 0.2 0.5 0.0 0.1 0.3 0.6 0.7 0.9 0.8 1.0 1.2 1.0 0.9 0.5 0.4 0.3 0.6 0.4 0.3 0.8 0.5 0.3 1.1 0.9 0.6 0.3 1.3 1.0 0.6 0.3 1.1 0.7 0.4 1.1 1.3 1.6 1.3 0.0 0.1 0.3 0.6 1.0 1.3 1.9 2.6 1.8 0.0 0.1 0.1 0.3 0.7 1.1 1.8 3.3 5.0 3.1 0.0 0.1 0.1 0.3 0.7 1.2 2.1 4.5 6.7 4.2 2.0 1.2 0.8 0.4 0.0 0.1 0.1 0.3 0.8 1.3 2.2 4.3 6.4 0.0 0.1 0.1 0.3 0.8 1.2 1.8 2.9 MH: 20 P3 4.1 2.1 1.3 0.9 0.4 4.3 3.0 1.9 1.3 0.9 0.5 0.0 0.1 0.1 0.3 0.8 1.2 1.6 2.1 2.7 0.0 0.1 0.1 0.4 0.8 1.3 1.7 1.9 2.4 2.3 2.3 1.8 1.5 1.1 0.6 0.2 0.1 2.0 1.8 1.2 0.7 0.3 0.1 0.0 0.1 0.1 0.3 0.6 1.1 1.5 1.9 2.3 2.5 2.1 1.7 1.3 0.8 0.3 0.1 0.0 0.1 0.1 0.2 0.5 0.9 0.0 0.1 0.1 0.2 0.4 0.8 1.3 1.2 1.7 2.5 3.6 2.7 1.9 1.3 1.8 3.3 5.7 4.4 2.3 0.0 0.1 0.1 0.1 0.3 0.6 1.1 1.8 3.6 6.5 5.4 2.6 1.4 0.0 0.1 0.1 0.2 0.5 1.0 1.6 3.0 5.3P3MH: 204.7 2.4 1.4 2.9 1.7 1.7 1.2 1.4 1.2 0.9 0.4 0.1 0.9 0.4 0.2 0.9 0.4 0.2 0.9 0.4 0.2 0.8 0.4 0.2 0.8 0.4 0.2 1.2 0.9 1.1 0.8 0.6 0.4 0.2 0.8 0.6 0.5 0.4 0.3 0.2 0.5 0.3 0.3 0.2 0.2 0.2 0.4 0.3 0.2 0.2 0.2 0.1 0.4 0.3 0.2 0.3 0.3 0.5 0.8 1.2 1.3 0.6 0.9 0.5 0.8 0.3 0.3 0.4 0.6 0.4 0.4 0.4 0.4 0.6 0.7 W1MH: 200.8 1.0 0.8 0.8 1.0 1.3 1.3 0.8 0.7 0.7 0.8 0.9 MH: 20 W1 1.0 0.7 0.6 0.6 0.5 0.5 W1MH: 20 1.2 1.4 0.2 1.0 1.1 1.4 0.0 0.2 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.0 0.1 0.1 0.0 0.0 0.1 0.1 0.2 0.2 0.2 0.2 0.1 0.1 0.0 0.0 0.1 0.2 0.3 0.3 0.3 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.4 0.6 0.6 0.5 0.4 0.2 0.1 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.3 0.6 0.8 1.0 0.9 0.6 0.3 0.1 0.1 0.0 0.1 0.1 0.1 0.1 0.2 0.4 0.8 1.0 1.2 1.2 0.8 0.3 0.1 0.1 0.0 0.0 0.1 0.1 0.2 0.2 0.3 0.6 1.0 1.3 1.7 2.1 1.1 0.4 0.2 0.1 0.0 0.0 0.1 0.2 0.3 0.4 0.5 0.9 1.4 0.0 0.1 0.2 0.4 0.6 0.8 1.3 1.8 2.9 3.6 1.5 0.5 0.3 0.1 0.1 0.0 1.8 2.3 3.9 4.2 0.0 0.1 0.3 0.5 0.9 1.7 1.2 2.3 2.6 3.7 3.5 0.0 0.1 0.2 0.3 0.7 1.0 1.5 2.1 3.0 2.8 2.9 1.5 MH: 20 P1 1.3 0.6 0.6 0.3 0.1 0.1 0.0 0.2 0.1 0.0 0.0 2.2 1.0 0.5 0.2 0.1 0.1 0.0 0.0 0.1 0.3 0.5 0.8 1.2 1.9 3.0 4.8 3.7 2.6 1.6 0.9 0.4 0.2 0.1 0.1 0.0 0.6 0.7 1.0 1.4 2.2 4.3 6.8 4.9 2.8 1.5 0.9 0.3 0.1 0.1 0.0 0.9 0.8 1.1 1.4 2.2 4.4 7.0 1.7 1.0 1.1 1.4 1.9 3.3 MH: 20 P3 5.3 5.0 2.5 1.4 0.8 0.3 0.1 0.1 0.0 3.8 2.1 1.3 0.8 0.3 0.2 0.1 0.0 2.1 1.2 1.2 1.3 1.5 2.1 3.0 2.3 1.6 1.2 0.8 0.4 0.2 0.1 0.0 W1MH: 151.5 1.1 1.2 1.3 1.5 1.7 2.1 1.8 1.5 1.2 0.8 0.4 0.2 0.1 0.0 0.5 0.2 0.1 0.0 0.5 0.2 0.1 0.4 0.2 0.1 0.0 0.4 0.2 0.1 0.1 0.0 0.4 0.2 0.1 0.1 0.0 0.5 0.2 0.1 0.1 0.0 0.5 0.2 0.1 0.1 0.0 0.6 0.6 0.3 0.3 0.1 0.1 0.0 0.1 0.1 0.0 0.7 0.3 0.1 0.1 0.0 0.7 0.3 0.1 0.1 0.0 0.6 0.3 0.1 0.1 0.0 0.6 0.2 0.1 0.1 0.0 0.5 0.2 0.1 0.1 0.0 0.5 0.2 0.1 0.1 0.0 0.5 0.2 0.1 0.1 0.0 0.4 0.2 0.1 0.1 0.1 0.0 0.4 0.2 0.1 0.1 0.1 0.0 0.5 0.3 0.2 0.1 0.1 0.0 0.6 0.4 0.3 0.1 0.1 0.0 0.8 0.6 0.3 0.2 0.1 0.0 1.0 0.7 0.4 0.2 0.1 0.1 0.0 1.0 0.7 0.4 0.2 0.1 0.1 0.0 1.0 0.6 0.3 0.2 0.1 0.0 0.0 0.5 0.3 0.1 0.1 0.0 0.2 0.1 0.1 0.0 0.1 0.1 0.0 0.0 0.1 0.0 0.0 0.9 0.7 1.0 0.9 1.2 1.3 1.5 1.6 1.1 1.3 1.5 1.6 0.6 0.8 1.0 1.2 1.4 1.7 0.8 0.9 1.0 1.2 0.9 1.0 1.9 1.0 1.0 W1MH: 151.9 1.0 1.0 1.1 0.9 0.9 0.7 0.8 1.2 1.5 2.3 1.2 1.7 3.2 1.2 1.6 3.2 1.2 1.6 2.6 1.2 1.4 0.9 1.2 1.5 1.6 0.5 0.7 0.9 1.2 1.6 1.8 1.7 2.0 1.7 2.0 1.7 1.5 2.4 2.0 1.5 3.8 3.2 1.9 5.8 5.1 2.6 6.2 5.7 4.7 MH: 20 P3 4.5 1.3 0.9 1.3 0.9 1.2 1.3 0.9 0.9 1.4 1.0 1.5 1.0 2.4 1.4 1.0 2.8 2.8 1.8 1.3 1.0 2.0 2.1 1.6 1.4 1.1 2.0 2.1 1.6 1.4 1.1 0.5 0.7 0.9 1.2 1.5 1.7 1.9 2.1 1.6 1.4 1.1 0.7 0.8 0.9 1.1 1.4 1.7 2.4 2.7 1.8 1.3 1.0 1.1 0.8 0.9 1.1 1.4 2.3 4.0 1.9 1.0 0.9 1.1 1.4 2.7 5.6 4.5 6.2 2.5 1.5 1.0 3.2 1.6 1.0 W1MH: 151.9 1.1 0.9 1.1 1.5 2.7 5.4 5.9 1.1 0.8 0.8 1.0 1.3 2.0 3.6 MH: 20 P3 3.1 1.6 1.0 3.8 2.2 1.3 0.9 0.6 0.7 0.8 0.9 1.1 1.4 2.0 2.1 1.4 1.1 0.8 0.6 0.7 0.7 0.9 0.2 W1MH: 20 1.4 1.2 0.8 0.7 1.0 1.4 1.4 0.9 0.9 0.8 0.8 0.9 0.9 0.9 0.9 1.0 1.1W1MH: 20 1.0 0.8 0.8 0.8 1.0 1.1 1.4 1.4 1.1 1.0 0.7 0.8 0.8 1.0 1.0 0.8 0.8 0.6 1.0 0.8 0.7 0.7 0.6 0.6 0.6 0.7 0.7 0.6 0.7 0.7 0.7 0.7 0.6 0.7 0.7 0.7 0.9 1.1 1.2 1.2 1.1 0.9 0.7 0.7 0.6 0.6 0.6 0.7 0.8 0.9 0.9 0.9 1.1 1.3 1.5 1.9 2.2 2.3 1.6 1.3 0.9 0.6 0.5 0.6 0.7 1.0 1.2 1.3 1.3 1.2 0.9 0.7 0.6 0.7 0.8 0.9 1.0 1.1 1.1 1.1 1.1 0.4 0.5 0.5 0.6 0.6 0.7 0.7 0.8 1.1 1.6 1.8 2.3 2.9 2.9 1.1 1.1 1.0 0.8 0.5 0.4 0.4 0.4 0.4 0.5 0.5 0.6 0.6 0.8 1.2 1.8 2.2 2.4 3.0 MH: 20 P2 2.9 2.0 1.7 1.3 0.8 0.5 0.6 0.8 1.1 1.3 1.5 1.4 1.2 0.8 0.5 0.6 0.8 1.0 1.1 1.3 1.6 1.8 1.6 1.2 2.1 2.0 1.4 0.8 0.6 0.7 1.0 1.3 1.8 2.4 2.3 1.2 0.5 0.4 0.5 0.7 1.0 1.2 1.9 3.0 3.5 2.7 1.6 1.7 1.6 1.3 1.1 0.9 0.7 0.6 0.5 0.5 0.5 0.6 0.6 0.7 0.9 1.1 1.6 2.4 2.7 2.7 2.7 2.5 1.9 1.2 0.8 0.7 0.9 1.1 1.6 2.8 3.9 2.8 0.8 0.3 0.3 0.4 0.6 0.9 1.3 2.2 3.3 3.2 0.0 0.0 0.1 0.2 0.4 0.9 1.3 1.9 2.9 0.0 0.0 0.1 0.1 0.4 0.7 1.0 1.3 1.7 0.0 0.1 0.1 0.3 0.6 0.9 1.0 1.1 0.0 0.1 0.1 0.3 0.4 0.6 0.7 0.7 0.0 0.1 0.1 0.2 0.3 0.4 0.4 0.5 0.0 0.1 0.1 0.2 0.2 0.3 0.3 0.4 0.0 0.1 0.1 0.1 0.2 0.3 0.4 0.0 0.1 0.1 0.2 0.3 0.5 0.4 0.6 0.0 0.1 0.1 0.3 0.4 0.7 0.9 0.0 0.1 0.2 0.5 0.8 1.1 0.0 0.1 0.1 0.4 0.9 1.4 0.0 0.1 0.2 0.6 1.8 3.1 2.9 1.8 1.3 1.1 1.0 1.0 0.9 0.9 0.9 1.0 0.9 1.0 1.0 1.1 1.0 1.0 1.2 1.4 1.3 1.0 0.7 0.6 0.6 0.7 1.0 1.1 1.7 3.2 3.3 0.0 0.1 0.1 0.3 1.0 3.1 4.1 2.6 1.6 1.3 1.4 1.4 1.2 1.2 1.3 1.3 1.2 1.2 1.3 1.2 1.0 0.7 0.5 0.3 0.3 0.2 0.2 0.3 0.4 0.7 0.9 1.1 1.5 2.0 P1MH: 20 1.2 1.4 0.6 0.3 0.2 0.3 0.4 0.6 0.7 0.8 1.1 P1MH: 200.9 2.2 1.0 0.6 0.3 0.6 0.3 0.2 0.2 0.1 0.2 0.2 0.2 0.2 0.4 0.3 0.3 0.2 0.0 0.1 0.1 0.3 0.5 1.1 2.5 0.0 0.1 0.1 0.2 0.2 0.5 MH: 20 P1 2.4 1.6 1.4 1.5 1.5 1.4 1.8 2.3 2.3 1.9 1.5 1.4 1.4 1.2 1.0 0.8 0.6 0.4 0.2 0.2 0.2 0.3 0.5 0.7 0.9 0.9 0.6 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.1 0.1 0.1 0.6 1.0 1.2 1.2 1.2 1.3 1.6 2.6 3.8 4.0 2.9 1.8 1.5 1.5 1.4 1.2 1.1 1.0 0.7 0.5 0.3 0.2 0.3 0.3 0.4 0.5 0.4 0.2 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.0 0.1 0.1 0.2 0.2 0.2 0.0 0.1 0.1 0.1 0.1 0.3 0.6 0.8 0.8 0.8 1.0 1.6 2.3 2.3 0.1 0.2 0.3 0.3 0.3 0.3 0.4 0.6 P1MH: 200.6 1.7 1.1 1.1 1.3 1.5 1.7 1.6 1.3 1.0 0.8 0.6 0.4 0.3 0.3 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.5 0.4 0.4 0.8 1.8 3.0 3.0 2.1 1.3 1.0 0.8 0.6 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.2 0.3 0.2 0.2 0.3 0.9 2.7 4.0 3.1 1.7 1.1 0.9 0.6 0.4 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.4 0.8 1.7 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 P1MH: 20 2.2 1.6 1.0 0.8 0.5 0.3 0.2 0.1 0.1 0.0 0.5 0.5 0.7 0.7 0.6 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.3 0.3 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 Luminaire Schedule Symbol Qty 7 1 5 8 Label P1 P2 P3 Arrangement LLF SINGLE SINGLE W1 Description 0.900 OSQM-B-9L-30K7-3M-U 0.900 OSQM-B-9L-30K7-2M-U BACK-BACK 0.900 OSQM-B-9L-30K7-3M-U SINGLE 0.900 XSPW-B-WM-3ME-2L-30K-UL-WH Lum. Watts Lum. Lumens 60 60 60 19.34 8875 8874 8875 2508 Calculation Summary Label Object_2_Planar CalcType Units Illuminance Fc Avg Max 0.71 7.0 Min 0.0 Avg/Min Max/Min N.A. N.A. **PHOTOMETRIC STUDY PREPARED BY OMNILITE-ILLUMINATE BASED ON ASSUMPTIONS PROVIDED BY DESIGN TEAM BEALS AND THOMAS, INC. Reservoir Corporate Center 144 Turnpike Road Southborough, Massachusetts 01772-2104 T 508.366.0560 | www.bealsandthomas.com B E A L S + T H O M A S BEALS AND THOMAS, INC. Reservoir Corporate Center 144 Turnpike Road Southborough, Massachusetts 01772-2104 T 508.366.0560 | www.bealsandthomas.com B E A L S + T H O M A S BEALS AND THOMAS, INC. Reservoir Corporate Center 144 Turnpike Road Southborough, Massachusetts 01772-2104 T 508.366.0560 | www.bealsandthomas.com B E A L S + T H O M A S A-A SECTION VIEW NOT TO SCALE A B 12" LIMITS OF REQUIRED BACKFILL SEE TABLE FOR DIMENSIONS A & B. RISER CDS1515-3-C ONLINE CDS STANDARD DETAILTHIS PRODUCT MAY BE PROTECTED BY ONE OR MORE OF THE FOLLOWING U.S. PATENTS: 5,788,848; 6,641,720; 6,511,595; 6,581,783; RELATED FOREIGN PATENTS, OR OTHER PATENTS PENDING. STRUCTURE ID WATER QUALITY FLOW RATE (CFS OR L/s) PEAK FLOW RATE (CFS OR L/s) RETURN PERIOD OF PEAK FLOW (YRS) SCREEN APERTURE (2400 OR 4700) PIPE DATA: I.E. MATERIAL DIAMETER INLET PIPE 1 INLET PIPE 2 OUTLET PIPE SITE SPECIFIC DATA REQUIREMENTS WIDTH HEIGHTANTI-FLOTATION BALLAST NOTES/SPECIAL REQUIREMENTS: RIM ELEVATION * PER ENGINEER OF RECORD GENERAL NOTES 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. 2. FOR SITE SPECIFIC DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS AND WEIGHT, PLEASE CONTACT YOUR CONTECH ENGINEERED SOLUTIONS LLC REPRESENTATIVE. www.ContechES.com 3. CDS WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS DRAWING. CONTRACTOR TO CONFIRM STRUCTURE MEETS REQUIREMENTS OF PROJECT. 4. STRUCTURE SHALL MEET AASHTO HS20 LOAD RATING, ASSUMING EARTH COVER OF 0' - 2', AND GROUNDWATER ELEVATION AT, OR BELOW, THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION. CASTINGS SHALL MEET AASHTO M306 AND BE CAST WITH THE CONTECH LOGO.. 5. IF REQUIRED, PVC HYDRAULIC SHEAR PLATE IS PLACED ON SHELF AT BOTTOM OF SCREEN CYLINDER. REMOVE AND REPLACE AS NECESSARY DURING MAINTENANCE CLEANING. 6. CDS STRUCTURE SHALL BE PRECAST CONCRETE CONFORMING TO ASTM C-478 AND AASHTO LOAD FACTOR DESIGN METHOD. INSTALLATION NOTES A. ANY SUB-BASE, BACKFILL DEPTH, AND/OR ANTI-FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE SPECIFIED BY ENGINEER OF RECORD. B. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE CDS MANHOLE STRUCTURE. C. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS AND ASSEMBLE STRUCTURE. D. CONTRACTOR TO PROVIDE, INSTALL, AND GROUT INLET AND OUTLET PIPE(S). MATCH PIPE INVERTS WITH ELEVATIONS SHOWN. ALL PIPE CENTERLINES TO MATCH PIPE OPENING CENTERLINES. E. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO ASSURE UNIT IS WATER TIGHT, HOLDING WATER TO FLOWLINE INVERT MINIMUM. IT IS SUGGESTED THAT ALL JOINTS BELOW PIPE INVERTS ARE GROUTED. PLAN VIEW B-B N.T.S. FIBERGLASS SEPARATION CYLINDER AND INLET CENTER OF CDS STRUCTURE, SCREEN AND SUMP OPENING PVC HYDRAULIC SHEAR PLATE 1' - 8 " 2' - 0 " 1'-4" 4' - 2 " ELEVATION A-A N.T.S. FIBERGLASS SEPARATION CYLINDER AND INLET SOLIDS STORAGE SUMP SEPARATION SCREEN INLET PIPE (MULTIPLE INLET PIPES MAY BE ACCOMMODATED)OUTLET PIPE PVC HYDRAULIC SHEAR PLATE 4' - 0 " OIL BAFFLE SKIRT CONTRACTOR TO GROUT TO FINISHED GRADE GRADE RINGS/RISERS 36" [914] I.D. MANHOLE STRUCTURE TOP SLAB ACCESS (SEE FRAME AND COVER DETAIL) VA R I E S FRAME AND COVER (DIAMETER VARIES) N.T.S. + / - 1 3 5 ° M A X . +/-65° MAX. BB F O R M A I N TEN A N C E C A L L 1 . 8 00 . 3 3 8 . 1 1 2 2 www.contechES.com C l e a n w a t e r s t ar ts here PERMANENT POOL ELEV. CDS1515-3-C DESIGN NOTES CDS1515-3-C RATED TREATMENT CAPACITY IS 1.0 CFS, OR PER LOCAL REGULATIONS. THE STANDARD CDS1515-3-C CONFIGURATION IS SHOWN. HEIGHTWIDTH RIM DIAMMATERIALELEV DIAMMATERIALELEV DIAMMATERIALELEV MICRON RETURN PEAK WQFLOW ID SEE TABLE FOR DIMENSIONS X & Y. ROOF 150' -0" 1ST FLR 118' -0" 112' - 3"147' - 0"20' - 9" 32 ' - 0 " 4' - 0 " 32 ' - 0 " 36 ' - 0 " 11 ' - 0 " 2ND FLR 134' -0" HI ROOF 151' -6" 143' - 3"126' - 3" 16 ' - 0 " 17 ' - 0 " 17 ' - 6 " ROOF 150' -0" 2ND FLR 134' -0" 2ND FLR 134' -0" HI ROOF 151' -6" 17 ' - 6 " 17 ' - 0 " 16 ' - 0 " 16 ' - 0 " 241' - 6"38' - 6" ROOF 150' -0" ROOF 150' -0" 1ST FLR 118' -0" 2ND FLR 134' -0" 16 ' - 0 " 32 ' - 0 " 21' - 0"227' - 9"20' - 9" 12'4'0'2'8' SCALE: 1/8" = 1'-0" CALLED NORTH 152 Conant Street, Beverly, MA 01915 Phone (978) 927-0053 connollybrothers.com SCALE: JOB NO.: CHECKED: DRAWN: Connolly Brothers, Inc. Construction Management Planning & Design Development As Shown NOT FOR CONSTRUCTION A-2.01 TROPICAL PRODUCTS 220 Highland Avenue Salem, MA 01970 800-643-7387 EXTERIOR ELEVATIONS - - 21-044D Issue Date Is s u e D a t e 08/18/2021 1/8" = 1'-0"4 EAST ELEVATION - LOADING DOCKS 1/8" = 1'-0"1 NORTH ELEVATION - NEW CEDAR ROAD 1/8" = 1'-0"2 WEST ELEVATION - HIGHLAND AVE 1/8" = 1'-0"3 SOUTH ELEVATION - PARKING INSULATED METAL PANEL, COLOR 02 INSULATED METAL PANEL, COLOR 01, TYPICALPAINTED SPLIT FACE CONCRETE MASONRY UNIT ACM METAL PANEL, COLOR 03 INSULATED METAL PANEL, COLOR 01, TYPICAL INSULATED METAL PANEL, COLOR 01, TYPICAL INSULATED METAL PANEL, COLOR 01, TYPICAL INSULATED METAL PANEL, COLOR 02 PAINTED SPLIT FACE CONCRETE MASONRY UNIT ACM METAL PANEL, COLOR 03 TROPICAL PRODUCTS - NEW PRODUCTION FACILITY HIGHLAND AVENUE, SALEM, MASSACHUSETTS NARRATIVE Site Plan Review, Business Park Development Special Permit, & Stormwater Management Permit TROPICAL PRODUCTS Highland Avenue at Cedar Road Salem, Massachusetts Prepared for: Salem Planning Board Dept. of Planning & Community Development 98 Washington Street 2nd Floor Salem, MA 01970 Prepared by: August 17, 2021 306504PT001 Civil Engineering ▪ Land Surveying ▪ Landscape Architecture ▪ Land Use Permitting ▪ Environmental Planning ▪ Wetland Science Corporate Office Regional Office 144 Turnpike Road 32 Court Street Southborough, MA 01772 T 508.366.0560 | www.bealsandthomas.com | F 508.366.4391 Plymouth, MA 02360 August 17, 2021 City of Salem Planning Board c/o Cassie Moskos, City of Salem Planner, Dept. of Planning and Community Development 98 Washington Street, 2nd Floor Salem, MA 01970 Via: Electronic Submission to Salem Viewpoint Cloud Reference: Site Plan Review, Business Park Development Special Permit, and Stormwater Management Permit Application Tropical Products - Highland Ave at Cedar Road Redevelopment Salem, Massachusetts Project No. 3065.04 Dear Chair Griset and Members of the Planning Board On behalf of the Applicant, Berman Properties, LLC, Beals and Thomas, Inc. (B+T) is pleased to submit this Site Plan Review and Special Permit application for the redevelopment of the land known as Highland Avenue at Cedar Road (the Subject Property) in Salem, Massachusetts. The Project entails the proposed development of the relocated and expanded Tropical Products facility from its existing location along Highland Avenue to the Subject Property (the Project). The subject property is zoned Business Highway (B2) and Business Park Development (BPD) and is also located in the Entrance Corridor Overlay District (ECOD). We understand that new construction of non-residential uses over two thousand (2,000) square feet in the ECOD is required to be reviewed and approved under the provisions of Site Plan Review by the Planning Board. Additionally, within the Business Park Development (BPD) zoning district, no development in excess of ten thousand (10,000) square feet of gros s building area shall be allowed without a BPD Special Permit from the Planning Board. Accordingly, the enclosed narrative and site plans address the requirements and review criteria as outlined in the Salem Zoning Ordinance. Very truly yours, BEALS AND THOMAS, INC. Regan E. Andreola, RLA Associate REA/dmg/cmv/306504PT001 Tropical Products - Highland Avenue at Cedar Road Site Plan Review, Special Permit & Stormwater Management Application Salem, Massachusetts 306504PT001 Table of Contents i Table of Contents TABLE OF CONTENTS ............................................................................................................................................... I 1.0 INTRODUCTION ......................................................................................................................................... 1-1 1.1 SITE CONTEXT ........................................................................................................................................... 1-1 1.2 PERMITTING HISTORY ................................................................................................................................. 1-1 1.3 PROPOSED DEVELOPMENT ........................................................................................................................... 1-2 2.0 PROJECT DETAILS ....................................................................................................................................... 2-1 2.1 BUILDINGS ............................................................................................................................................... 2-1 2.2 PARKING AND LOADING .............................................................................................................................. 2-1 2.3 TRAFFIC FLOW AND CIRCULATION .................................................................................................................. 2-2 2.4 EXTERNAL LIGHTING ................................................................................................................................... 2-2 2.5 LANDSCAPING AND SCREENING...................................................................................................................... 2-2 2.6 UTILITIES.................................................................................................................................................. 2-3 2.7 SNOW REMOVAL ....................................................................................................................................... 2-3 2.8 NATURAL AREA PROTECTION AND ENHANCEMENT ............................................................................................. 2-4 2.9 ARCHITECTURAL COMPATIBILITY WITH SURROUNDING AREA ................................................................................. 2-4 3.0 PROJECT BENEFITS ..................................................................................................................................... 3-1 4.0 RELIEF REQUESTED .................................................................................................................................... 4-1 4.1 SPECIAL PERMIT ........................................................................................................................................ 4-1 4.2 STORMWATER MANAGEMENT PERMIT ........................................................................................................... 4-1 4.3 ADDITIONAL RELIEF REQUESTED .................................................................................................................... 4-1 Appendices (Under separate cover)  Site Plans, “Highland Avenue at Cedar Road”, prepared by Beals and Thomas, Inc. dated August 17, 2021  Stormwater Report, prepared by Beals and Thomas, Inc. dated August 17, 2021  Environmental Impact Statement, prepared by Beals and Thomas, Inc. dated August 17, 2021  Transportation Impact Assessment, prepared by Vanasse and Associates, Inc. dated August 2021 Tropical Products - Highland Avenue at Cedar Road Site Plan Review, Special Permit & Stormwater Management Application Salem, Massachusetts 306504PT001 Introduction 1-1 1.0 INTRODUCTION 1.1 Site Context The Project site is comprised of seven (7) parcels, either in their entirety or partially , located off Highland Avenue (the Subject Property). These multiple parcels are bisected by a private right-of-way and “paper road” known as Cedar Road. The Project site is located south and east of Route 107, also known as Highland Avenue, a divided state highway. The site is bounded to the north by an animal shelter, to the east by undeveloped land, to the south by the Barnes Road residential neighborhood, and to the west, across Highland Avenue, by commercial development (a bank and a restaurant). Highland Avenue is one of the main thoroughfares in Salem and supports significant commercial development. The surrounding zoning districts and land uses include Business Highway, Business Park Development, Residential Multi-Family, and Residential One-Family (not technically abutting, however proximate to the Project Site). Based on the City of Salem’s revised Zoning Map (published in July of 2018), the subject parcels fall within two (2) zoning districts. These districts include ‘Business Highway’ and ‘Business Park Development’ as tabulated below. Address Map/Lot Zone 355 Highland Avenue 07/46 Business Highway 3 Cedar Road 07/47 Business Highway 5 Cedar Road 07/48 Business Park Development 2 Cedar Road 07/57 Business Highway 6 Cedar Road 07/56 Business Highway 10 Cedar Road 07/55 Business Park Development 373 Highland Avenue 07/58 Business Park Development The Subject Property also falls partially within the Entrance Corridor Overlay District. 1.2 Permitting History The Subject Property has a history of various proposed developments, including most recently a proposal for rezoning to allow multi-family residential. The re-zoning petition was unsuccessful, and as such the land has remained undeveloped. Additionally, in April of 2021, the Salem City Council determined that Cedar Road is a private way and directed the City Clerk to correct the Salem Street Directory to identify Cedar Road as a street not accepted by the City. Tropical Products - Highland Avenue at Cedar Road Site Plan Review, Special Permit & Stormwater Management Application Salem, Massachusetts 306504PT001 Introduction 1-2 1.3 Proposed Development The goal of the Project is to keep Tropical Products within Salem by relocating and expanding the existing facility currently located at 220 Highland Avenue to the Subject Property, to support the company’s growing needs. The Project proposes the commercial development of a new Tropical Products facility at Highland Avenue and Cedar Road through the process of combining existing parcels and moving to the Cedar Road right of way, along the northern property line. This consolidation of land and relocation of access provides the contiguous land necessary for the proposed building footprint while maintaining all legal access rights for abutting properties. The Project program includes the construction of an approximately 100,000 gross square foot (70,000 square foot footprint), slab-on-grade steel frame warehouse building, with internal office, storage and administration space, loading docks and associated visitor and employee parking. The Project was presented to neighbors and Ward 3 City Councillor, Patricia Morsillo, at the Salem High School on May 18, 2021. The meeting was well attended, and the Project was well received by neighbors. Tropical Products - Highland Avenue at Cedar Road Site Plan Review, Special Permit & Stormwater Management Application Salem, Massachusetts 306504PT001 Project Details 2-1 2.0 PROJECT DETAILS 2.1 Buildings The Project includes the construction of a single slab-on-grade steel frame warehouse building comprising an approximately 70,000 square foot footprint. With an internal mezzanine level, the gross square foot building area is approximately 100,000 square feet. The Project has been designed to complement and take advantage of the existing topography such that the building will be “heeled into” the slope. From Highland Avenue and the northern entrance, the building will appear unobtrusive and as a single story, as only the mezzanine or “upper” level of the building is visible. As one continues to follow the topography down the slope to the rear of the building, away from public view, the slab level emerges, allowing for the necessary ceiling height for loading/unloading, manufacturing, and warehousing activities. The proposed building will meet, or exceed, all energy conservation, interior environmental, accessibility and life safety requirements. Building aesthetics are addressed in Section 2.9 - Architectural Compatibility with Surrounding Area. 2.2 Parking and Loading The Project proposes the construction of eighty (80) parking spaces, calculated as outlined in the Zoning Ordinance, based upon the employee count and square footage associated with the various internal mixed uses of office, warehousing, and industrial. The parking is distributed appropriately to provide visitor and office staff parking spaces at the main building entrance along the north side of the building. The remaining bulk of the spaces for warehouse and manufacturing employees is provided along the south and east sides of the building, proximate to the loading docks. Four (4) loading docks are provided along the rear (east) of the building to accommodate tractor trailers. An additional overhead door is located just north of the loading docks to provide access for smaller trucks and service vehicles. All parking and loading areas have been designed in accordance with Section 5.1 of the Zoning Ordinance. Tropical Products - Highland Avenue at Cedar Road Site Plan Review, Special Permit & Stormwater Management Application Salem, Massachusetts 306504PT001 Project Details 2-2 2.3 Traffic flow and Circulation The Project proposes relocation of the existing curb cuts along Highland Avenue to provide two new curb cuts, one at the south side of the property and one at the north side of the property. Both north and south access points will provide access and egress to the Subject Property, however the truck circulation will be a one-way circulation only, entering from the south, traveling around the east side of the building at the loading docks, and exiting to Highland Avenue at the north. A comprehensive Transportation Impact Assessment (TIA) has been prepared by the Applicant’s traffic engineering consultant, Vanasse and Associates, Inc. (VAI) and has been provided with this application. The TIA evaluated access requirements, potential off-site improvements, and safety considerations under existing and future conditions, both with and without the Project. In summary VIA’s findings concluded that the Project can be accommodated within the confines of the existing transportation infrastructure in a safe and efficient manner with the implementation of minor recommendations that were provided within the TIA. 2.4 External Lighting Site lighting has been proposed to provide appropriate illumination of the Subject Property for pedestrian and vehicular circulation. The lighting plan incorporates pole top LED light fixtures with twenty foot (20’) mounting height, as well as wall-mounted fixtures along the building façade at entrances and loading docks. All light fixtures are certified “Dark Sky Friendly” by the International Dark-Sky Association. Please refer to the Landscape and Lighting Plan (Sheet C6.1) and the Photometric Plan (Sheet C7.1) for specific locations, fixtures, and light distribution. Please note that the pole-top light fixtures can be remotely and automatically dimmed. This option allows for reduction in light levels after business hours when full lighting may not be necessary. 2.5 Landscaping and screening The Project proposes landscaping and screening along the Subject Property boundary and internally to the greatest extent practicable. A fifteen-foot (15’) wide landscape buffer along the southern property line allows for a densely planted evergreen screen , with specific consideration for the southerly residential abutter. A row of deciduous shade trees is proposed between the southerly access driveway and the employee parking lot, which will provide a second layer of screening from the southerly abutter. Proposed deciduous shade trees provide a vegetative screen along the entire northerly property line between the Project and animal shelter to the north. Similar to the south side of the building, a row of shade trees is proposed between the northerly access driveway and the upper parking lot which will provide a second layer of screening from the animal shelter. Tropical Products - Highland Avenue at Cedar Road Site Plan Review, Special Permit & Stormwater Management Application Salem, Massachusetts 306504PT001 Project Details 2-3 A 30-50’ front yard setback from Highland Avenue provides a wide tree lawn where groupings of shade and ornamental trees are proposed to visually “break up” the length of the building and provide visual interest to those traveling along Highland Avenue. A mix of evergreen and deciduous plantings are proposed along the eastern side of the building to provide as much screening as feasible for any future development to the rear of the Project. Please refer to the Landscape and Lighting Plan (Sheet C6.1) for specific plant placement, species, and quantities proposed. 2.6 Utilities Drainage: Subsurface drainage infrastructure includes treatment and detention basins to manage stormwater flows in compliance with the Standards of the Stormwater Handbook and City of Salem Ordinances. Separate subsurface basins are provided for roof and paved areas, these systems combine to provide a single outlet point in Cedar Road. Water: Domestic and production water and water for the fire suppression system will be required and served from the municipal system in Highland Avenue. Sewer: Domestic sewer will be tied to the municipal system in Highland Avenue. Production wastewater will be stored in a holding tank, tested monthly by the SESD, and discharged to the municipal system. Although the existing sewer invert is approximately 17 feet below the surface of Highland Avenue, we anticipate that a pump will be required for the lower-level sanitary line. Gas: Natural gas will be required for the building’s mechanical systems. The service in Highland Avenue will need to be extended from Barnes Road in the north bound lane of Highland Avenue. Electric: A new electric service will be required for general building power and lighting and production related equipment. A standby generator will be installed, and a rooftop solar array is planned. Note: The specific building systems for this project have not yet been fully engineered. 2.7 Snow Removal Snow storage areas are indicated throughout the Project site. Please refer to the Layout and Materials Plan (Sheet C3.1) for specific locations. Any snow in excess of the areas available for storage will be coordinated by the Owner to be removed and properly disposed of off-site. Tropical Products - Highland Avenue at Cedar Road Site Plan Review, Special Permit & Stormwater Management Application Salem, Massachusetts 306504PT001 Project Details 2-4 2.8 Natural Area protection and enhancement The existing Subject Property has had a long history of development and then neglect, leaving the site overgrown and comprised of fill soils, with very little remaining of valuable natural areas. This redevelopment Project will have a positive impact on the site, as it will result in the removal of unsuitable soils and the installation of new landscaping which will provide both significant shade trees and evergreen trees to the property. Furthermore, the stormwater has been thoughtfully designed to address water quality and to control the discharge to reduce velocity, thus protecting the offsite wetland resource areas. 2.9 Architectural compatibility with surrounding area The proposed building is located within an area that is composed of both com mercial and residential buildings. Most of the residences are either single story or two stories in height, with gabled roofs. Exteriors are constructed of brick or clapboard siding. The commercial developments, including Traders Way, Walmart Plaza, and 400 Highland Plaza (Olde Village Drive) consist of buildings approximately 20-30 feet in height, with a combination of masonry and smooth/EIFS exteriors, and either flat or sloped mansard metal roofs. Other smaller buildings, such as Puleo’s Dairy, St Jean’s Credit Union, and North Shore Bank, employ more traditional structures of brick and clapboard siding, with gabled roofs. Adjacent to the site is the Northeast Animal shelter, which is approximately 16 feet in height, with a combination of clapboard siding and masonry walls. The former Hutchinson Medical building is a vertical metal siding building with standing seam metal roof, similar in height. To the rear of the site at Technology Way, Thermal Circuits, Diagnostics For All, and Salem Glass all employ the same materials and overall heights as The existing Tropical Products building is nearby (less than 1 mile), which consists of similar metal siding to our proposed building, and similar heights. The proposed building utilizes the site conditions to provide a 16- to 18-foot-high building at the street, which complements the surrounding area buildings. By utilizing similar materials, such as masonry walls, smooth metal panels, and flat roofs, the building will maintain the character of the other commercial developments in the surrounding area. Tropical Products - Highland Avenue at Cedar Road Site Plan Review, Special Permit & Stormwater Management Application Salem, Massachusetts 306504PT001 Project Benefits 3-1 3.0 PROJECT BENEFITS The proposed Project provides many benefits to the neighborhood and Salem community in general, from an environmental, social, and economic standpoint. These benefits include:  Development of neglected and underutilized land o Improves neighborhood aesthetic and increases surrounding land values o Provides proper clean up and engineering of land and water management on site  Land use comparable to and appropriate for the neighborhood  Commercial use is consistent with zoning  Minimal traffic generation or impacts compared to previously proposed uses  Maintains business in Salem  Provides additional jobs to Salem Tropical Products - Highland Avenue at Cedar Road Site Plan Review, Special Permit & Stormwater Management Application Salem, Massachusetts 306504PT001 Relief Requested 4-1 4.0 RELIEF REQUESTED 4.1 Special Permit In accordance with Section 8.0 of the Salem Zoning Ordinance, the Project is requesting a Special Permit for work within the Business Park Development (BPD) zoning district for a gross building area in excess of ten thousand (10,000) square feet. 4.2 Stormwater Management Permit In accordance with Code of Ordinances Chapter 37 “Stormwater Management”, the Project is requesting a Stormwater Management Permit. 4.3 Additional Relief Requested The Project will be requesting additional relief from the Zoning Board of Appeals for the following items:  Maximum Building coverage within the B2 zoning district  75’ landscape buffer to residential uses in the BPD zoning district ROOF 150' -0" 1ST FLR 118' -0" 112' - 3"147' - 0"20' - 9" 32 ' - 0 " 4' - 0 " 32 ' - 0 " 36 ' - 0 " 11 ' - 0 " 2ND FLR 134' -0" HI ROOF 151' -6" 143' - 3"126' - 3" 16 ' - 0 " 17 ' - 0 " 17 ' - 6 " ROOF 150' -0" 2ND FLR 134' -0" 2ND FLR 134' -0" HI ROOF 151' -6" 17 ' - 6 " 17 ' - 0 " 16 ' - 0 " 16 ' - 0 " 241' - 6"38' - 6" ROOF 150' -0" ROOF 150' -0" 1ST FLR 118' -0" 2ND FLR 134' -0" 16 ' - 0 " 32 ' - 0 " 21' - 0"227' - 9"20' - 9" 12'4'0'2'8' SCALE: 1/8" = 1'-0" CALLED NORTH 152 Conant Street, Beverly, MA 01915 Phone (978) 927-0053 connollybrothers.com SCALE: JOB NO.: CHECKED: DRAWN: Connolly Brothers, Inc. Construction Management Planning & Design Development As Shown NOT FOR CONSTRUCTION A-2.01 TROPICAL PRODUCTS 220 Highland Avenue Salem, MA 01970 800-643-7387 EXTERIOR ELEVATIONS - - 21-044D Issue Date Is s u e D a t e 09/16/2021 1/8" = 1'-0"4 EAST ELEVATION - LOADING DOCKS 1/8" = 1'-0"1 NORTH ELEVATION - NEW CEDAR ROAD 1/8" = 1'-0"2 WEST ELEVATION - HIGHLAND AVE 1/8" = 1'-0"3 SOUTH ELEVATION - PARKING INSULATED METAL PANEL, COLOR 02 INSULATED METAL PANEL, COLOR 01, TYPICALPAINTED SPLIT FACE CONCRETE MASONRY UNIT ACM METAL PANEL, COLOR 03 INSULATED METAL PANEL, COLOR 01, TYPICAL INSULATED METAL PANEL, COLOR 01, TYPICAL INSULATED METAL PANEL, COLOR 01, TYPICAL INSULATED METAL PANEL, COLOR 02 PAINTED SPLIT FACE CONCRETE MASONRY UNIT ACM METAL PANEL, COLOR 03 ENVIRONMENTAL IMPACT STATEMENT TROPICAL PRODUCTS Highland Avenue at Cedar Road Salem, Massachusetts Prepared for: Salem Planning Board Dept. of Planning & Community Development 98 Washington Street, 2nd Floor Salem. MA 01970 Prepared by: August 17, 2021 306504PT002 Tropical Products – Highland Avenue at Cedar Road Environmental Impact Statement Salem, Massachusetts 306504PT002 Civil Engineering ▪ Land Surveying ▪ Landscape Architecture ▪ Land Use Permitting ▪ Environmental Planning ▪ Wetland Science Corporate Office Regional Office 144 Turnpike Road 32 Court Street Southborough, MA 01772 T 508.366.0560 | www.bealsandthomas.com | F 508.366.4391 Plymouth, MA 02360 Table of Contents TABLE OF CONTENTS .......................................................................................... ERROR! BOOKMARK NOT DEFINED. 1.0 NATURAL ENVIRONMENT ............................................................................................................................. 1 1.1 AIR ............................................................................................................................................................ 1 1.2 LAND ......................................................................................................................................................... 1 1.3 WATER AND WETLANDS ................................................................................................................................. 3 1.4 ENERGY ...................................................................................................................................................... 4 1.5 NOISE ........................................................................................................................................................ 5 1.6 LOCAL FLORA AND FAUNA .............................................................................................................................. 6 2.0 MAN-MADE ENVIRONMENT ......................................................................................................................... 7 2.1 LAND USE .................................................................................................................................................... 7 2.2 DENSITY ..................................................................................................................................................... 8 2.3 ZONING ...................................................................................................................................................... 8 2.4 ARCHITECTURE ............................................................................................................................................. 8 2.5 HISTORIC BUILDINGS, HISTORICAL SITES AND ARCHEOLOGICAL SITES ........................................................................ 9 3.0 PUBLIC FACILITIES ....................................................................................................................................... 10 3.1 WATER SUPPLY, FLOW, PRESSURE, AND DISTRIBUTION. ........................................................................................ 10 3.2 SANITARY SEWERAGE CONNECTION, DISTRIBUTION, AND FACILITIES. ....................................................................... 10 3.3 STORM DRAINAGE FACILITIES ......................................................................................................................... 10 3.4 DISPOSITION OF STORMWATER ...................................................................................................................... 10 3.5 REFUSE DISPOSAL ........................................................................................................................................ 11 3.6 TRAFFIC FACILITIES ...................................................................................................................................... 11 3.7 ELECTRIC POWER......................................................................................................................................... 12 3.8 GAS ......................................................................................................................................................... 12 4.0 COMMUNITY SERVICES ............................................................................................................................... 13 4.1 SCHOOLS .................................................................................................................................................. 13 4.2 RECREATION .............................................................................................................................................. 13 4.3 POLICE ..................................................................................................................................................... 13 4.4 FIRE ......................................................................................................................................................... 13 5.0 HUMAN CONSIDERATIONS ......................................................................................................................... 15 5.1 AESTHETICS AND VISUAL IMPACT .................................................................................................................... 15 5.2 PARKS, FORESTS, AND RECREATIONAL AREAS ..................................................................................................... 15 5.3 PUBLIC HEALTH .......................................................................................................................................... 16 Tropical Products – Highland Avenue at Cedar Road Environmental Impact Statement Salem, Massachusetts 306504PT002 1 1.0 NATURAL ENVIRONMENT 1.1 Air a. Describe possible sources and duration of significant amounts of odors, smoke and dust. The Project proposes no significant amounts of odors, smoke, or dust. b. Describe precaution to be taken to eliminate or minimize the adverse environmental effects of the smoke, dust or odors generated. The Project proposes no significant amounts of odors, smoke, or dust. The Project will be subject to a NPDES Construction General Permit and the requirements for construction phase dust control. c. Describe the relationship of the location of the subdivision and prevailing wind patterns to nearby residences, businesses, recreation area, and other public areas. The Project site is situated north of a residential neighborhood, south of an animal shelter, east of Highland Avenue (State Route 107 a divided highway) and the commercial development on the opposite side of Highland Avenue, and west of undeveloped forested land. The Project site is generally lower in elevation than all abutting land, and slopes down significantly to the east. d. If incineration of refuse is proposed for the subdivision, describe the effects resultant emissions will have on air quality in the area. Include proof that the incinerator complies with the latest local and state standards. Not applicable. No incineration of refuse is proposed for the Project. 1.2 Land a. Describe the existing general physical conditions of the site, including existing use, general topography, unusual geologic formations and soils, and how the project will affect these features. The Project site is currently overgrown and neglected with no active use on the site. Remnant pavement and urban fill soils exist from prior residential and commercial use of the site. The Project site slopes down from west to east, dropping approximately twenty (20) feet in elevation. Large areas of ledge have been identified on the site. No other unusual geologic formations or resources identified on-site. The Project has been designed to complement and take advantage of the existing topography such that the building will be “heeled into” the slope. Blasting of ledge will likely be required in certain areas of the site to accommodate the Project. Tropical Products – Highland Avenue at Cedar Road Environmental Impact Statement Salem, Massachusetts 306504PT002 2 b. Describe any limitations on proposed project caused by subsurface soil and water conditions, and methods to be used to overcome them. The subsurface soil conditions at the Project site include ledge and urban fill, both unsuitable for significant subsurface infiltration. There are no issues with subsurface water conditions at this site. The Project has overcome these limitations by designing the subsurface drainage system as an underground detention system, with controlled discharge points. Additionally, it is anticipated that up to eighteen feet (18’) of rock excavation along the northwestern and western portions of the planned building will be required, and up to fifteen feet (15’) of fill will be required within most of the southern portion of the building. c. Describe procedures and findings of percolation tests conducted on the site. Percolation tests were not performed on the site, as an on-site soil absorption system is not proposed as part of this Project. Subsurface soil investigations for the purpose of identifying suitable locations for subsurface infiltration systems for stormwater management as required by the MA Stormwater Handbook were performed. Additionally, geotechnical borings were performed to inform the structural design of the building. d. Describe the types and amounts of land which will be permanently affected by construction of the subdivision. The Project will permanently redevelop approximately 4.5 acres of land, which is currently abandoned with no active use on it. e. Describe proposed rough grading plans. The Project has been designed to complement and take advantage of the existing topography such that the building will be “heeled into” the slope. From Highland Avenue and the northern entrance, the building will appear unobtrusive and as a single story, as only the mezzanine or “upper” level of the building is visible. As one continues to follow the topography down the slope to the rear of the building, away from public view, the slab level emerges, allowing for the necessary ceiling height for loading/unloading, manufacturing, and warehousing activities. At Highland Avenue the finished elevation is approximately 133, with a mezzanine finish floor elevation of 134. At the rear of the building the finish floor elevation is 118, with an outside elevation of 114 at the loading docks. Along the north and south property lines, the existing grades are easily met, as the proposed site grading closely mimics the existing topography. Tropical Products – Highland Avenue at Cedar Road Environmental Impact Statement Salem, Massachusetts 306504PT002 3 f. Describe location and extent of existing marshes, wetlands, or seasonal wet areas and any proposed alterations. There are no existing marshes, wetlands, or seasonal wet areas, or buffers thereto located on the Project site. There are bordering vegetated wetlands identified off-site to the east of the Project site, however these will not be impacted by this Project. 1.3 Water and wetlands a. Evaluate how and to what extent the project will affect the quality and quantity of any existing or potential public or private water supply, including watersheds, reservoirs and ground water. The Project will not affect the quality and/or quantity of any existing or potential public or private water supply. b. Describe the methods to be used during construction to control erosion and sedimentation and siltation including use of sediment basins and type of mulching, matting, or temporary vegetation; approximate size and location of land to be cleared at any given time and length of time to exposure; covering soil stockpiles; and other control methods used. Evaluate effectiveness of proposed methods on the site and on the surrounding areas. The Project will utilize sedimentation control barriers around the limit of work and temporary sediment basins during construction, as depicted on the Site Plans. The Project will also require the federal NPDES Construction General Permit, and therefore will provide a Stormwater Pollution Prevention Plan (SWPPP) for the contractor to follow and will be subject to regular site monitoring for compliance with the permit and SWPPP. c. Describe the permanent methods to be used to control erosion and sedimentation. Include description of:  Any areas subject to flooding or ponding; Not Applicable. There are no areas of floodplain on the Project site or off-site vicinity of the Project, and there is no anticipated areas of flooding or ponding.  Proposed surface drainage system; The surface drainage system includes a system of structures to capture stormwater runoff and to trap sediment before being discharged.  Proposed land grading and permanent vegetation cover; The Project proposes permanent vegetation cover over all exposed soils and maximum 3:1 grading to the greatest extent practicable.  Methods to be used to protect existing vegetation; The Project Site does not contain vegetation of significant value for protection. Tropical Products – Highland Avenue at Cedar Road Environmental Impact Statement Salem, Massachusetts 306504PT002 4  The relationship of the development to the topography; The Project has been designed to mimic as closely as possible, the existing topography.  Any proposed alterations of shorelines, marshes, or seasonal wet areas; Not applicable. There are no alterations proposed.  Any existing or proposed flood control or wetland easements; Not applicable. There is no existing flood control, wetland easements, or need for proposed flood control on the Project site.  Estimated increase of peak runoff caused by altered surface conditions, and methods to be used to return water to the soils. The Project proposes no estimated increase in peak runoff. A subsurface detention system is proposed to detain and control discharge of water. d. Discuss probability that project will increase pollution or turbidity levels within receiving waterway and the precautions to be taken to minimize the effects. The Project will not increase pollution or turbidity levels within receiving waterways. The proposed drainage system includes deep sump catch basins with water quality inlets to reduce TSS and remove pollutants prior to discharge. The proposed system will be an improvement over existing conditions which consists of overland flow with no removal of sediments prior to entering the adjacent wetlands. e. Discuss the project’s effect on the waterway’s aquatic biota and use as habitats. The Project will have no effect on receiving waterways. f. Discuss the project’s effects on groundwater quality and supply and efforts to recharge groundwater supplies. The Project will not affect groundwater quality, supply and recharge. g. Discuss what effect the project will have on increasing the incidence of flooding, including areas outside the subdivision. The Project will not increase the incidence of flooding on-site or off-site. h. Discuss the effect of the proposed sewage disposal methods on surface and groundwater supplies and quality. The Project does not propose on-site sewage disposal. 1.4 Energy a. Describe the types and increased quantity of energy required to serve the needs of the project residents. The Project proposes no residential components. Tropical Products – Highland Avenue at Cedar Road Environmental Impact Statement Salem, Massachusetts 306504PT002 5 b. Indicate what the sources of this energy will be. Electricity and natural gas will be required from the existing services provided in Highland Ave. 1.5 Noise a. Describe the time, duration and types of noises generated by the project, both during and after construction. The Project will generate general construction related noise levels during site excavation and construction, including during times of basting. The times of these noises will be dictated by the City’s permit approval, but typically would be expected to occur on weekdays between the hours of 7am and 5pm. Upon construction completion and subsequent occupation and operation of the building, noises will be minimal and related to general automobile traffic, rooftop packaged HVAC systems and truck traffic during hours of operation. All production related activities will occur within the building. Distance from property lines, vegetated screening and topography will also assist in minimizing any noise impacts to abutting properties. b. Discuss what effect these noises will have on both humans and wildlife. Project related nises are expected to have minimal effect from noise levels to both humans and wildlife. c. Describe the controls which will be used to eliminate or minimize the effects of these noises. Limiting activities to hours of operation and locating mechanical equipment on the roof will help to minimize any effects from Project related noises. It is not anticipated that the Project will need any large rooftop mechanical equipment such as cooling towers or chillers. Additionally, the building’s distance from the property line, vegetated screening, and topography will also assist in minimizing any noise impacts to abutting properties. Tropical Products – Highland Avenue at Cedar Road Environmental Impact Statement Salem, Massachusetts 306504PT002 6 1.6 Local Flora and Fauna a. Discuss the project’s effects on land-based ecosystems, such as the indigenous wildlife, stream bank cover, and vegetal or wooded growth. The Project is not expected to effect land-based ecosystems, as the existing site is previously developed, since neglected and overgrown, with little to no mature wooded growth, no stream banks or other wetland resource areas on-site, and minimal to no valuable habitat for wildlife. b. Describe proposed types and amounts of vegetal cover. The proposed vegetation includes primarily large evergreen and deciduous shade trees. All species proposed are native and or adapted species to the region. Where appropriate native shrubs and groundcovers are proposed. c. Discuss the existence of rare or endangered plant, wildlife or fish species in the project area. According to MassGIS information accessed on February 12, 2021, the Project site is not mapped within Natural Heritage and Endangered Species Program (NHESP)-designated Priority Habitat of Rare Species or Estimated Habitat of Rare Wildlife. The Project site does not contain winter hibernacula or maternity roost trees associated with the Northern Long-eared Bat (Myotis septentrionalis), although it is mapped by the Information for Planning and Consultation tool as being within the bat’s range. There are no mapped potential or certified vernal pools on the property. Tropical Products – Highland Avenue at Cedar Road Environmental Impact Statement Salem, Massachusetts 306504PT002 7 2.0 MAN-MADE ENVIRONMENT 2.1 Land use a. Describe how the proposed project conforms with the growth plans for the area and the City in general. The Project site is identified in the Highland Avenue Corridor Study Final report (March 31, 2021) as a redevelopment parcel, ideally for commercial use. The Project’s proposed use fits the high market strength land use category identified in the aforementioned study, of industrial/light manufacturing. Furthermore, the greatest “challenge” identified by community members, was traffic, something that will not be exacerbated by the proposed Project. b. Describe land uses adjacent to the project. The site is bounded to the north by an animal shelter, to the east by undeveloped land, to the south by the Barnes Road residential neighborhood, and to the west, across Highland Avenue, by commercial development (a bank and a restaurant). c. Describe any existing or proposed public or common recreational or open areas within the subdivision. The Project is a commercial development and as such there is no existing or proposed common recreational or open areas within the site. d. Discuss the site’s proximity to transportation, shopping, educational facilities, recreational facilities, etc. The Project is located along an MBTA bus route (route 450) which provides public transportation for employees and visitors to the Project. Shopping opportunities are located within a quarter mile to the south and less than a half mile to the north along Highland Avenue. As a commercial development, proximity to both educational and recreational facilities are not applicable to this Project. Tropical Products – Highland Avenue at Cedar Road Environmental Impact Statement Salem, Massachusetts 306504PT002 8 2.2 Density a. Provide a tabulation of proposed building by type, size (number of bedrooms, floor area), ground coverage, and a summary showing the percentage of the tract to be occupied by buildings, parking and other paved vehicular areas, and usable open space. Project Total Proposed Total Number of Buildings 1 Building Type/ Use Commercial: office, warehousing/industrial Gross Floor Area 100ksf± Building Footprint 70ksf± Total % of bldg. coverage 35%± B2 zoning district 65%± BPD zoning district 13%± Total impervious coverage 78,800 sf± 2.3 Zoning a. Indicate the zoning designations for the site and adjacent areas. The site is bounded to the north by an animal shelter, to the east by undeveloped land, to the south by the Barnes Road residential neighborhood, and to the west, across Highland Avenue, by commercial development (a bank and a restaurant). Highland Avenue is one of the main thoroughfares in Salem and supports significant commercial development. The surrounding zoning districts and land uses include Business Highway, Business Park Development, Residential Multi-Family, and Residential One-Family (not technically abutting, however proximate to the Project Site). 2.4 Architecture a. Describe the architectural and landscaping techniques which will be used to blend the structures with the surrounding area. The use of building materials that are similar to the existing area structures will keep the proposed building in harmony with the surrounding area. b. Discuss the heights of the structures in relation to the surrounding area. Whereas the proposed building will be set into the existing topography, the building height as seen from Highland Avenue and portions of the northerly and southerly access drives will be approximately seventeen feet (17’) which matches that of surrounding structures along the Highland Avenue Corridor. Tropical Products – Highland Avenue at Cedar Road Environmental Impact Statement Salem, Massachusetts 306504PT002 9 c. Discuss the project’s visual impact and possible interference with natural views. The low-rise appearance of the proposed building will not negatively impact natural views. d. Describe type of construction building materials used, location of common areas, location and type of service facilities (laundry, trash, garbage disposal). The exterior building envelope will be a combination of vertical insulated metal panel, masonry and glass and aluminum storefront. All of the industrial uses such as, the loading docks, at grade commercial openings, compactors & dumpsters will be on the easterly side of the facility facing away from Highland Avenue and the adjacent residential properties. 2.5 Historic Buildings, Historical Sites and Archeological Sites a. Indicate location and significance of any historic buildings or sites on or adjacent to the project. There are no historic buildings or sites on or adjacent to the Project. Tropical Products – Highland Avenue at Cedar Road Environmental Impact Statement Salem, Massachusetts 306504PT002 10 3.0 PUBLIC FACILITIES 3.1 Water supply, flow, pressure, and distribution. a. Describe the groundwater and/or surface water supply to be used. The Project proposes municipal water supply and no use of groundwater or surface water. b. Discuss the demands of the project for consumption and fire protection. Anticipated demand is anticipated to be similar to the current facility at 220 Highland Ave in Salem, MA. 2020 municipal water bills from this location indicate an average water use of ±4,000 GPD with a maximum estimated usage of ±4,900 GPD. 3.2 Sanitary sewerage connection, distribution, and facilities. a. Discuss the quantity and type of sewage which will be generated by the project. Anticipated sanitary waste is anticipated to be similar to the current facility at 220 Highland Ave in Salem, MA. 2020 municipal water bills from this location indicate an average water use of ±4,000 GPD with a maximum estimated usage of ±4,900 GPD. Water discharges to the municipal sewage system include both sanitary waste and discharge from a holding tank within the building which is tested regularly for PH. b. Describe the method of sewage which will be generated by the project. Domestic sewage and industrial wastewater which will be primarily generated from washing mixing vessels. The Project proposes to pump sanitary discharge to the existing sewer main which was installed for Cedar Road. 3.3 Storm drainage facilities a. Describe where connection to the City system is proposed. The Project proposes no connection to the City’s storm drainage facilities. 3.4 Disposition of stormwater a. Indicate the location of all proposed outfalls. As indicated in the permit plans, a single discharge point from the subsurface detention systems is proposed within Cedar Road. b. Describe the effect of the outfalls and their discharge on the receiving waters, i.e., increased flows, pollution, etc. The Project proposes treatment and detention of stormwater prior to discharge in compliance with the Standards of the Stormwater Handbook and City of Salem Ordinances. Tropical Products – Highland Avenue at Cedar Road Environmental Impact Statement Salem, Massachusetts 306504PT002 11 Stormwater will be treated to provide a minimum of 80% TSS removal and discharges flows will not exceed existing flows. The system is not anticipated to effect receiving waters. c. Discuss the quantity of stormwater to be discharged. The Project proposes to reduce the stormwater discharge rate towards the existing offsite wetland area during the 2, 10, and 100-year design storms from 2.6 to 2.5, 7.0 to 6.4, and 14.6 to 13.5 cubic feet per second respectively. 3.5 Refuse disposal a. Estimate the quantity and types of refuse that will be generated by the subdivision. All refuse from this manufacturing facility will be removed via private contract. b. Describe the proposed methods of refuse disposal. Refuse will be compacted and removed from the site on a regular schedule. Most of this material will be recycled. 3.6 Traffic facilities a. Discuss future vehicular circulation patterns including number and types of vehicles. The Project proposes relocation of the existing curb cuts along Highland Avenue to provide two new curb cuts, one at the south side of the property and one at the north side of the property. Both north and south access points will provide access and egress to the Project, however the truck circulation will be a one-way circulation only, entering from the south, traveling around the east side of the building at the loading docks, and exiting to Highland Avenue at the north. It is expected that passenger vehicles, small to mid-sized delivery trucks, and larger (WB- 67) tractor trailers will all circulate throughout the site. b. Describe the proposed pedestrian circulation patterns. Pedestrians will circulate from the designated parking areas to either of the two primary building entrances via sidewalk or walking within the parking lot. c. Discuss the location and number of parking spaces proposed. The Project proposes the construction of eighty (80) parking spaces, calculated as outlined in the Zoning Ordinance, based upon the employee count and square footage associated with the various internal mixed uses of office, warehousing, and industrial. Tropical Products – Highland Avenue at Cedar Road Environmental Impact Statement Salem, Massachusetts 306504PT002 12 The parking is distributed appropriately to provide visitor and office staff parking spaces at the main building entrance along the north side of the building. The remaining bulk of the spaces for warehouse and manufacturing employees is provided along the south and east sides of the building, proximate to the loading docks. Four (4) loading docks are provided along the rear (east) of the building to accommodate tractor trailers. An additional overhead door is located just north of the loading docks to provide access for smaller trucks and service vehicles. All parking and loading areas have been designed in accordance with Section 5.1 of the Zoning Ordinance. 3.7 Electric power a. Discuss the power demand of the subdivision. The engineering for the electrical systems has not yet been designed. b. Discuss the source of the electric power and the method of supplying the area. The electrical power for the proposed project will be sourced from the existing electrical service on Highland Avenue. 3.8 Gas a. Discuss the demands of the subdivision. The engineering of the gas fired equipment and appliances has not yet been designed. b. Describe what the gas will be used for in the area. The gas used for this Project will be primarily to power rooftop mechanical equipment. c. Describe the source of gas supply and the proposed method of supplying the area. The Project proposes to coordinate with Natural Grid to extend the existing main from approximately the intersection of Highland Avenue and Barnes Road to the Project Site. Tropical Products – Highland Avenue at Cedar Road Environmental Impact Statement Salem, Massachusetts 306504PT002 13 4.0 COMMUNITY SERVICES 4.1 Schools a. Discuss the effect of the subdivision on existing schools, including number and ages of children generated by the subdivision. The Project is a commercial development, and as such has no effect on existing schools. b. Describe the location of the nearest existing schools. The Project is a commercial development, and as such its location to a nearest school is not applicable. 4.2 Recreation a. Describe existing and proposed recreational facilities, including active and passive types; and age groups participating, and state whether recreational facilities and open space are available to all Salem residents. The Project is a commercial development, and as such proposes no public recreational facilities. b. Indicate location and width of existing and proposed pedestrian ways, bikeways or bridle paths. The Project is a commercial development, and as such proposes no pedestrian ways other than for safe access to the building from designated parking areas. No bikeways or bridal paths are proposed. 4.3 Police a. Estimate the total population projected for the subdivision. The estimated weekday employee and visitor count is approximately 100-125. b. Estimate the total number of automobiles for the area. Using trip rates derived from traffic counts conducted at the Applicant’s current manufacturing facility, the Project is expected to generate approximately 452 vehicle trips on an average weekday (two-way volume over the operational day of the Project), with 92 vehicle trips expected during the weekday morning peak hour and 98 vehicle trips expected during the weekday evening peak hour. 4.4 Fire a. Calculate the total linear feet of roadway to be publicly maintained and plowed. The Project proposes no public roadways. All private roads and driveways will be privately maintained and plowed. Tropical Products – Highland Avenue at Cedar Road Environmental Impact Statement Salem, Massachusetts 306504PT002 14 b. Calculate the linear feet of street drain, culverts, sanitary sewers, and waterlines to be publicly maintained. The Project proposes no drainage system to be publicly maintained. Existing water and sanitary sewer lines exist to limit of the Highland Avenue right of way and no new publicly maintained sanitary or waterlines are proposed. Tropical Products – Highland Avenue at Cedar Road Environmental Impact Statement Salem, Massachusetts 306504PT002 15 5.0 HUMAN CONSIDERATIONS 5.1 Aesthetics and visual impact a. Discuss the change in the present character of the area due to the project, i.e., land use, density of development, etc. The Project is not expected to change the present character of the area, other than to improve the look of the land, which is currently neglected and overgrown. The development is compatible with surrounding land uses along Highland Avenue and is considered a generally low-density land use. b. Discuss the measures to be taken to minimize the adverse effects of the project, i.e., architecture, buffers, etc. The Project has been designed to avoid adverse impacts to the surrounding neighborhood through its architectural design and landscape screening. The placement of the building in the center of the site minimizes the building’s visual impact by the large horizontal distance from the public right-of-way and property lines and the ability to utilize landscape buffers and parking islands to incorporate both large shade trees and evergreen trees. The use of the land’s natural topography also aids in the vertical visual impact of the building, as it only appears a modest height from Highland Avenue and abutters, while the maximum height of the building is screened by topography at the rear of the site. 5.2 Parks, forests, and recreational areas a. Discuss how the siting and construction of the project will affect existing and potential park and recreation areas, open spaces, natural areas, and scenic values. The Project will not affect existing and potential park and recreation areas, open spaces, natural areas, and scenic values. The proposed land use is allowed within the zoning district, is compatible with surrounding land uses, does not abut public open space or recreational land, and the construction does not impact any scenic vistas. b. Discuss how the project will affect recreational opportunities in the area due to removal of parks, forests, or open areas from public use. The Project will not affect recreational opportunities in the area. The land to be developed is privately owned and does not abut any recreational land. Tropical Products – Highland Avenue at Cedar Road Environmental Impact Statement Salem, Massachusetts 306504PT002 16 5.3 Public Health a. Discuss the project’s effects on residents’ public health due to changes in water quality, air quality, noise levels, etc. The Project will have no effect on public health, as there is no proposed change in water quality, air quality, or noise levels to the surrounding neighborhood. Lumen Package Weight 2L, 4L, 6L 11.0 lbs. (5.0kg) 8L 11.8 lbs. (5.4kg) US: creelighting.com (800) 236-6800 Canada: creelighting-canada.com (800) 473-1234 XSP Series XSPW™ LED Wall Mount Luminaire featuring Cree TrueWhite® Technology Ordering Information Example: XSPW-B-WM-2ME-2L-30K-UL-BK XSPW B WM Product Version Mounting Optic Lumen Package*CCT Voltage Color Options Options XSPW B WM Wall 2ME Type II Medium 3ME Type III Medium 4ME Type IV Medium 2L 2,490 lumens 4L 4,270 lumens 6L 6,100 lumens 8L 8,475 lumens 30K 3000K - 70 CRI 40K 4000K - 70 CRI 50K 5000K - 90 CRI 57K 5700K - 70 CRI UL Universal 120-277V UH Universal 347-480V 34 347V - For use with P option only BK Black BZ Bronze SV Silver WH White ML Multi-Level - Refer to ML spec sheet for details - Available with UL voltage only P Button Photocell - Not available with ML or PML options - Available with UL and 34 voltages only PML Programmable Multi-Level - Refer to PML spec sheet for details - Available with UL voltage only Product Description The XSPW™ LED wall mount luminaire has a slim, low profile design intended for outdoor wall mounted applications. The rugged lightweight aluminum housing and mounting box are designed for installation over standard single gang J-Boxes and mud ring single gang J-Boxes. The luminaire allows for through-wired or conduit entry from the top, bottom, sides and rear. The housing design is intended specifically for LED technology including a weathertight LED driver compartment and thermal management. Optic design features industry-leading NanoOptic® Precision Delivery Grid™ system in multiple distributions. Applications: General area and security lighting NanoOptic® Precision Delivery Grid™ optic Assembled in the U.S.A. of U.S. and imported parts CRI: Minimum 70 CRI (3000K, 4000K & 5700K); 90 CRI (5000K) CCT: 3000K, 4000K, 5000K, 5700K Limited Warranty†: 10 years on luminaire/10 years on Colorfast DeltaGuard® finish Performance Summary 9.3"(236mm) 12"(305mm) 4.8"(122mm)3.8"(97mm) Multi-Level Sensor location(ordered as an option) Accessories † See http://creelighting.com/warranty for warranty terms Field-Installed Beauty Plate WM-PLT12** - 12" (305mm) Square WM-PLT14** - 14" (356mm) Square - Covers holes left by incumbent wall packs Hand-Held Remote XA-SENSREM - For successful implementation of the programmable multi-level option, a minimum of one hand-held remote is required ** Must specify color * Lumen Package selection codes identify approximate light output only. Actual lumen output levels may vary depending on CCT and optic selection. Refer to Initial Delivered Lumen tables for specific lumen values Rev. Date: VersionB V4 02/25/2020 US: creelighting.com (800) 236-6800 Canada: creelighting-canada.com (800) 473-1234 Product Specifications CREE TRUEWHITE® TECHNOLOGY A revolutionary way to generate high-quality white light, Cree TrueWhite® Technology is a patented approach that delivers an exclusive combination of 90+ CRI, beautiful light characteristics and lifelong color consistency, all while maintaining high luminous efficacy – a true no compromise solution. CONSTRUCTION & MATERIALS • Slim, low profile design • Luminaire housing specifically designed for LED applications with advanced LED thermal management and driver • Luminaire mounting box designed for installation over standard single gang J-Boxes and mud ring single gang J-Boxes • Luminaire can also be direct mounted to a wall and surface wired • Secures to wall with four 3/16" (5mm) screws (by others) • Conduit entry from top, bottom, sides, and rear • Exclusive Colorfast DeltaGuard® finish features an E-coat epoxy primer with an ultra-durable powder topcoat, providing excellent resistance to corrosion, ultraviolet degradation and abrasion. Silver, black, white and bronze are available • Weight: 2L, 4L, 6L - 11.0 lbs. (5.0kg); 8L - 11.8 lbs. (5.4kg) ELECTRICAL SYSTEM • Input Voltage: 120-277V or 347-480V, 50/60Hz • Power Factor: > 0.9 at full load • Total Harmonic Distortion: < 20% at full load • Integral 10kV surge suppression protection standard • When code dictates fusing, a slow blow fuse or type C/D breaker should be used to address inrush current • Designed with 0-10V dimming capabilities. Controls by others • 10V Source Current: 0.15 mA • Refer to Dimming spec sheet for details • Operating Temperature Range: -40˚C - +50˚C (-40˚F - +122˚F) REGULATORY & VOLUNTARY QUALIFICATIONS • cULus Listed • Suitable for wet locations • Designed for downlight applications only • Enclosure rated IP66 per IEC 60598 • ANSI C136.2 10kV surge protection, tested in accordance with IEEE/ANSI C62.41.2 • Meets FCC Part 15, Subpart B, Class A limits for conducted and radiated emissions • Luminaire and finish endurance tested to withstand 5,000 hours of elevated ambient salt fog conditions as defined in ASTM Standard B 117 • Meets Buy American requirements within ARRA • RoHS compliant. Consult factory for additional details • Dark Sky Friendly, IDA Approved when ordered with 30K CCT. Please refer to https://www.darksky.org/our-work/lighting/lighting-for- industry/fsa/fsa-products/ for most current information • DLC and DLC Premium qualified versions available. Please refer to https://www.designlights.org/search/ for most current information • CA RESIDENTS WARNING: Cancer and Reproductive Harm – www.p65warnings.ca.gov XSPW™ LED Wall Mount Luminaire XSPW Series Ambient Adjusted Lumen Maintenance Factors1 Ambient Initial LMF 25K hr Reported2 LMF 50K hr Reported2 LMF 75K hr Estimated3 LMF 100K hr Estimated3 LMF 5˚C (41˚F) 1.03 0.98 0.96 0.94 0.92 10˚C (50˚F) 1.03 0.98 0.96 0.94 0.92 15˚C (59˚F) 1.02 0.97 0.95 0.93 0.92 20˚C (68˚F) 1.01 0.96 0.95 0.93 0.91 25˚C (77˚F) 1.00 0.96 0.94 0.92 0.90 30˚C (86˚F) 0.99 0.95 0.93 0.91 0.89 35˚C (95˚F) 0.98 0.94 0.92 0.90 0.88 40˚C (104˚F) 0.97 0.93 0.91 0.89 0.87 1 Lumen maintenance values at 25˚C (77˚F) are calculated per IES TM-21 based on IES LM-80 report data for the LED package and in-situ luminaire testing. Luminaire ambient temperature factors (LATF) have been applied to all lumen maintenance factors. Please refer to the Temperature Zone Reference Document for outdoor average nighttime ambient conditions. 2 In accordance with IES TM-21, Reported values represent interpolated values based on time durations that are up to 6x the tested duration in the IES LM-80 report for the LED. 3 Estimated values are calculated and represent time durations that exceed the 6x test duration of the LED. * Electrical data at 25˚C (77˚F). Actual wattage may differ by +/- 10% when operating between 120-277V or 347- 480V +/- 10% Electrical Data* Lumen Package CCT/CRI System Watts Efficacy Total Current (A) 120- 480V 120V 208V 240V 277V 347V 480V 2L 30K/70 CRI 20 125 0.17 0.10 0.08 0.07 0.06 0.05 40K/70 CRI 19 131 0.16 0.09 0.08 0.07 0.06 0.04 50K/90 CRI 24 104 0.20 0.11 0.10 0.08 0.07 0.05 57K/70 CRI 19 131 0.16 0.09 0.08 0.07 0.06 0.04 4L 30K/70 CRI 33 129 0.28 0.16 0.14 0.13 0.10 0.07 40K/70 CRI 31 138 0.27 0.15 0.13 0.12 0.09 0.07 50K/90 CRI 40 107 0.34 0.20 0.17 0.16 0.12 0.09 57K/70 CRI 31 138 0.26 0.15 0.13 0.12 0.09 0.07 6L 30K/70 CRI 51 120 0.43 0.25 0.22 0.19 0.14 0.11 40K/70 CRI 47 130 0.40 0.23 0.20 0.18 0.14 0.10 50K/90 CRI 60 102 0.51 0.29 0.25 0.23 0.17 0.13 57K/70 CRI 47 130 0.40 0.23 0.20 0.17 0.14 0.10 8L 30K/70 CRI 77 110 0.65 0.38 0.32 0.28 0.22 0.16 40K/70 CRI 72 118 0.61 0.35 0.31 0.27 0.21 0.15 50K/90 CRI 78 89 0.66 0.37 0.33 0.29 0.22 0.16 57K/70 CRI 71 119 0.60 0.35 0.30 0.26 0.20 0.15 US: creelighting.com (800) 236-6800 Canada: creelighting-canada.com (800) 473-1234 XSPW™ LED Wall Mount Luminaire Type II Medium Distribution Lumen Package 3000K 4000K 5000K 5700K Initial Delivered Lumens* BUG Ratings** Per TM-15-11 Initial Delivered Lumens* BUG Ratings** Per TM-15-11 Initial Delivered Lumens* BUG Ratings** Per TM-15-11 Initial Delivered Lumens* BUG Ratings** Per TM-15-11 2L 2,490 B1 U0 G1 2,490 B1 U0 G1 2,490 B1 U0 G1 2,490 B1 U0 G1 4L 4,270 B1 U0 G1 4,270 B1 U0 G1 4,270 B1 U0 G1 4,270 B1 U0 G1 6L 6,100 B1 U0 G2 6,100 B1 U0 G2 6,100 B1 U0 G2 6,100 B1 U0 G2 8L 8,475 B2 U0 G2 8,475 B2 U0 G2 6,925 B1 U0 G2 8,475 B2 U0 G2 Type III Medium Distribution Lumen Package 3000K 4000K 5000K 5700K Initial Delivered Lumens* BUG Ratings** Per TM-15-11 Initial Delivered Lumens* BUG Ratings** Per TM-15-11 Initial Delivered Lumens* BUG Ratings** Per TM-15-11 Initial Delivered Lumens* BUG Ratings** Per TM-15-11 2L 2,490 B1 U0 G1 2,490 B1 U0 G1 2,490 B1 U0 G1 2,490 B1 U0 G1 4L 4,270 B1 U0 G1 4,270 B1 U0 G1 4,270 B1 U0 G1 4,270 B1 U0 G1 6L 6,100 B1 U0 G2 6,100 B1 U0 G2 6,100 B1 U0 G2 6,100 B1 U0 G2 8L 8,475 B2 U0 G2 8,475 B2 U0 G2 6,925 B1 U0 G2 8,475 B2 U0 G2 Photometry All published luminaire photometric testing performed to IES LM-79-08 standards. To obtain an IES file specific to your project consult: http://creelighting.com/products/outdoor/wall-mount/xsp-series-wall 2ME CESTL Test Report #: PL12798-001A XSPW-B-**-2ME-8L-40K-UL Initial Delivered Lumens: 8,622 1856 5569 7425 3712 150˚ 120˚120˚ 60˚ 90˚90˚ 60˚ 30˚ 150˚ Candlepower Trace: Vertical plane through horizontal angle of maximum candlepower. XSPW-B-**-2ME-8L-40K-UL Mounting Height: 15' (4.6) A.F.G. Initial Delivered Lumens: 8,475 Initial FC at grade 20' 20' 20' 20' 40' 40'40' 6.1 0m 6.1 12.2 12.218.3 6.1 0m 6.1 12.2 18.324.4 24.4 24.4 0' 0' 40'12.2 18.3 18.360' 60'60' 80' 80'80' 60' Position of vertical plane of maximum candlepower. 67.5˚ 51 .1 .5 2 .2 CURB LINE 3ME CESTL Test Report #: PL12366-007A XSPW-B-**-3ME-8L-40K-UL Initial Delivered Lumens: 8,543 1411 4232 5643 2821 150˚ 120˚120˚ 60˚ 90˚90˚ 60˚ 30˚ 150˚ Candlepower Trace: Vertical plane through horizontal angle of maximum candlepower. XSPW-B-**-3ME-8L-40K-UL Mounting Height: 15' (4.6m) A.F.G. Initial Delivered Lumens: 8,475 Initial FC at grade 20' 20' 20' 20' 40' 40'40' 6.1 0m 6.1 12.2 12.218.3 6.1 0m 6.1 12.2 18.324.4 24.4 24.4 0' 0' 40'12.2 18.3 18.360' 60'60' 80' 80'80' 60' Position of vertical plane of maximum candlepower. 60˚ .2 51 .1 .5 2 CURB LINE * Initial delivered lumens at 25˚C (77˚F). Actual production yield may vary between -10 and +10% of initial delivered lumens ** For more information on the IES BUG (Backlight-Uplight-Glare) Rating visit: https://www.ies.org/wp-content/uploads/2017/03/TM-15-11BUGRatingsAddendum.pdf * Initial delivered lumens at 25˚C (77˚F). Actual production yield may vary between -10 and +10% of initial delivered lumens ** For more information on the IES BUG (Backlight-Uplight-Glare) Rating visit: https://www.ies.org/wp-content/uploads/2017/03/TM-15-11BUGRatingsAddendum.pdf US: creelighting.com (800) 236-6800 Canada: creelighting-canada.com (800) 473-1234 © 2020 Cree Lighting, A company of IDEAL INDUSTRIES. All rights reserved. For informational purposes only. Content is subject to change. Patent www.creelighting.com/patents. Cree®, TrueWhite ®, Cree TrueWhite ® , the Cree TrueWhite Technology logo and the Cree logo are registered trademarks of Cree, Inc. NanoOptic® and Colorfast DeltaGuard® are registered trademarks, and XSPW™ and Precision Delivery Grid™ are trademarks of Cree Lighting, A company of IDEAL INDUSTRIES. The UL logo is a registered trademark of UL LLC. The DLC QPL logo and the DLC QPL Premium logo are registered trademarks of Efficiency Forward, Inc. XSPW™ LED Wall Mount Luminaire Photometry All published luminaire photometric testing performed to IES LM-79-08 standards. To obtain an IES file specific to your project consult: http://creelighting.com/products/outdoor/wall-mount/xsp-series-wall 4ME RESTL Test Report #: PL14415-001A XSPW-B-**-4ME-8L-40K-UL Initial Delivered Lumens: 8,763 1936 5809 7745 3872 150˚ 120˚120˚ 60˚ 90˚90˚ 60˚ 30˚ 150˚ Candlepower Trace: Vertical plane through horizontal angle of maximum candlepower. XSPW-B-**-4ME-8L-40K-UL Mounting Height: 15' (4.6m) A.F.G. Initial Delivered Lumens: 8,475 Initial FC at grade 20' 20' 20' 20' 40' 40'40' 6.1 0m 6.1 12.2 12.218.3 6.1 0m 6.1 12.2 18.324.4 24.4 24.4 0' 0' 40'12.2 18.3 18.360' 60'60' 80' 80'80' 60' Position of vertical plane of maximum candlepower. 25˚ CURB LINE .1 .2 .5 1 2 5 Type IV Medium Distribution Lumen Package 3000K 4000K 5000K 5700K Initial Delivered Lumens* BUG Ratings** Per TM-15-11 Initial Delivered Lumens* BUG Ratings** Per TM-15-11 Initial Delivered Lumens* BUG Ratings** Per TM-15-11 Initial Delivered Lumens* BUG Ratings** Per TM-15-11 2L 2,490 B1 U0 G1 2,490 B1 U0 G1 2,490 B1 U0 G1 2,490 B1 U0 G1 4L 4,270 B1 U0 G1 4,270 B1 U0 G1 4,270 B1 U0 G1 4,270 B1 U0 G1 6L 6,100 B1 U0 G2 6,100 B1 U0 G2 6,100 B1 U0 G2 6,100 B1 U0 G2 8L 8,475 B1 U0 G2 8,475 B1 U0 G2 6,925 B1 U0 G2 8,475 B1 U0 G2 * Initial delivered lumens at 25˚C (77˚F). Actual production yield may vary between -10 and +10% of initial delivered lumens ** For more information on the IES BUG (Backlight-Uplight-Glare) Rating visit: https://www.ies.org/wp-content/uploads/2017/03/TM-15-11BUGRatingsAddendum.pdf US: creelighting.com (800) 236-6800 Canada: creelighting-canada.com (800) 473-1234 US: creelighting.com (800) 236-6800 Canada: creelighting-canada.com (800) 473-1234 Rev. Date: V4 04/14/2021 Ordering Information Fully assembled luminaire is composed of two components that must be ordered separately: Example: Mount: OSQ-ML-B-AA-BK + Luminaire: OSQM-B-4L-30K7-2M-UL-NM-BK Mount (Luminaire must be ordered separately)* OSQ- OSQ-ML-B-AA Adjustable Arm OSQ-ML-B-DA Direct Arm OSQ-ML-B-TSP Transportation Mount (stainless steel; do not specify color) OSQ-ML-B-TM Trunnion Mount Color Options: SV Silver BK Black BZ Bronze WH White OSQ Series OSQ™ LED Area/Flood Luminaire featuring Cree TrueWhite® Technology – Medium & Large Luminaire (Mount must be ordered separately) OSQ B Family Size Series Lumen Package CCT/CRI Optic Voltage Mount Color Options Controls**Options OSQ M Medium L Large B Medium 4L 4,000 Lumens 6L 6,000 Lumens 9L 9,000 Lumens 11L 11,000 Lumens 16L 16,000 Lumens Large 22L 22,000 Lumens 30L 30,000 Lumens 30K7 3000K, 70 CRI 40K7 4000K, 70 CRI 50K9 5000K, 90 CRI 57K7 5700K, 70 CRI Asymmetric 2M* Type II Medium 3M* Type III Medium 4M* Type IV Medium UL Universal 120-277V UH Universal 347-480V - Not available with 4L or 6L lumen packages NM No Mount - Must specify mount from table above - Mount ships separately Utility Mounts UA 45˚ Utility Arm w/8' 14/3 AWG Cord Side Exit - Includes N option UB 45˚ Utility Arm w/8' 14/3 AWG Cord End Exit - Includes N option UC Direct Arm Mount - Standard 2" (51mm) bolt spacing - Shipped separately - Field-installed - Includes N option UD Trunnion Mount - Adjustable from 0-45˚ in 15˚ increments - Includes N option BK Black BZ Bronze SV Silver WH White PML Programmable Multi-Level, up to 40' Mounting Height - Refer to PML spec sheet for details -Intended for downlight applications at 0˚ tilt PML2 Programmable Multi-Level, 10-30' Mounting Height - Refer to PML spec sheet for details -Intended for downlight applications at 0˚ tilt Q9/Q8/Q7/Q6/Q5/Q4/Q3/Q2/Q1 Field Adjustable Output -Must select Q9, Q8, Q7, Q6, Q5, Q4, Q3, Q2, or Q1 -Offers full range adjustability -Refer to pages 12-18 for power and lumen values - Not available with PML or PML2 options X8/X7/X6/X5/X4/X3/X2/X1 Locked Lumen Output - Must select add X8, X7, X6, X5, X4, X3, X2, or X1 - Not available with 22L or 30L lumen packages - Not available with PML or PML2 options - Lumen output is permanently locked to the setting selected - Refer to pages 12-18 for power and lumen values F Fuse - Compatible with 120V, 277V or 347V (phase to neutral) - Consult factory if fusing is required for 208V, 240V or 480V (phase to phase) - Refer to PML spec sheet for availability with PML options - When code dictates fusing, use time delay fuse N Utility Label and NEMA® 7-Pin Photocell Receptacle - Included with UA, UB , UC and UD mounts - External wattage label per ANSI C136.15 - 7-pin receptacle per ANSI C136.41 - Intended for downlight applications with maximum 45˚ tilt - Factory connected 0-10V dim leads - 7-conductor (NM mount), 3-conductor (UA/UB mounts), or 5-conductor (UC/UD mounts) cord exits luminaire - Requires photocell or shorting cap by others R NEMA® 7-Pin Photocell Receptacle - 7-pin receptacle per ANSI C136.41 - Intended for downlight applications with maximum 45˚ tilt - Factory connected 0-10V dim leads - 18" (457mm) seven-conductor cord exits luminaire - Requires photocell or shorting cap by others RL Rotate Left - LED and optic are rotated to the left - Refer to RR/RL configuration diagram on page 19 for optic directionality - Not for use with symmetric optics RR Rotate Right - LED and optic are rotated to the right - Refer to RR/RL configuration diagram on page 19 for optic directionality - Not for use with symmetric optics Symmetric 5M Type V Medium 5N Type V Narrow 5Q Type V Square N3 Narrow Flood 33 NEMA® 3x3 44 NEMA® 4x4 55 NEMA® 5x5 66 NEMA® 6x6 75 NEMA® 7x5 * Available with Backlight Shield when ordered with field-installed accessory (see table above) ** Luminaire comes standard with 0-10V dimming Product Description The OSQ™ Area/Flood luminaire blends extreme optical control, advanced thermal management and modern, clean aesthetics. Built to last, the housing is rugged cast aluminum with an integral, weathertight LED driver compartment. Versatile mounting configurations offer simple installation. Its slim, low-profile design minimizes wind load requirements and blends seamlessly into the site providing even, quality illumination. The 6L lumen package is a suitable upgrade for HID applications up to 250 Watt, and the 11L lumen package is a suitable upgrade for HID applications up to 400 Watt. The 22L lumen package is a suitable upgrade for HID applications up to 750 Watts, and the 30L lumen package is a suitable upgrade for HID applications up to 1000 Watts. Applications: Parking lots, walkways, campuses, car dealerships, office complexes, tunnels, underpasses, and internal roadways Utilizes Cree TrueWhite® Technology on 5000K Luminaires NanoOptic® Precision Delivery Grid™ optic Assembled in the U.S.A. of U.S. and imported parts Initial Delivered Lumens: 4,000 - 30,000 Efficacy: Up to 173 LPW CRI: Minimum 70 CRI (3000K, 4000K & 5700K); 90 CRI (5000K) CCT: 3000K, 4000K, 5000K, 5700K Limited Warranty†: 10 years on luminaire; 10 years on Colorfast DeltaGuard® finish; up to 5 years for Synapse® accessories; 1 year on luminaire accessories Performance Summary OSQ-ML-B-DA and UC Mounts 8.1"(205mm) 3.1"(79mm) 19.0"(482mm) 4.0"(102mm)4.9"(124mm) NEMA® 7-Pin PhotocellReceptacle location(ordered as an option) OSQM: 25.0" (635mm)OSQL: 27.2" (691mm) 3.5"(89mm) † See http://creelighting.com/warranty for warranty terms. For Synapse accessories, consult Synapse spec sheets for details on warranty terms. Luminaire Weight OSQM 28.9 lbs. (13.1kg) OSQL 32.4 lbs. (14.7kg) * Reference EPA and pole configuration suitability data beginning on page 10 Note: Refer to page 11 for fixture mounting drill pattern. For additional mounts, refer to drawings beginning on page 19 US: creelighting.com (800) 236-6800 Canada: creelighting-canada.com (800) 473-1234 US: creelighting.com (800) 236-6800 Canada: creelighting-canada.com (800) 473-1234 Product Specifications CREE TRUEWHITE® TECHNOLOGY A revolutionary way to generate high-quality white light, Cree TrueWhite® Technology is a patented approach that delivers an exclusive combination of 90+ CRI, beautiful light characteristics and lifelong color consistency, all while maintaining high luminous efficacy – a true no compromise solution. CONSTRUCTION & MATERIALS • Slim, low profile design minimizes wind load requirements • Luminaire housing is rugged die cast aluminum with an integral, weathertight LED driver compartment and high-performance heat sink • Convenient interlocking mounting method on direct arm and UC mounts. Mounting adaptor is rugged die cast aluminum and mounts to 3" (76mm) or larger square or round pole, secured by two 5/16-18 UNC bolts spaced on 2" (51mm) centers. Refer to page 11 for fixture mounting drill pattern. • Mounting for the adjustable arm mount adaptor is rugged die cast aluminum and mounts to 2" (51mm) IP, 2.375" (60mm) O.D. tenon. UA and UB mounts are preset to 45˚ • Adjustable arm mount can be adjusted 180˚ in 2.5˚ increments. UA and UB mounts be field adjusted in 2.5˚ increments to a maximum tilt of 45˚ • Transportation mount is constructed of 316 stainless steel and mounts to surface with (4) 3/8" fasteners by others • Trunnion mount is constructed of A500 and A1011 steel and is adjustable from 0-180˚ in 15˚ degree increments. UD mount is adjustable from 0-45˚ in 15˚ degree increments, and is factory preset to 45˚. Trunnion mount secures to surface with (1) 3/4" bolt or (2) 1/2" or 3/8" bolts • Luminaires ordered with NM mount include 18" (340mm) 18/5 or 16/5 cord exiting the luminaire; when combined with N or R option, 18" (340mm) 18/7 or 16/7 cord is provided. UA and UB mounts include 8' (2.4m) 14/3 AWG SEOW black cord exiting the side of the mounting arm through watertight fitting (UA) or the end of the mounting arm (UB). UC mount includes 12" (305mm) 18/5 or 16/5 leads exiting the luminaire. UD mount includes 8' (2.4m) 14/3 cord exiting the luminaire • Utility mounts (UA, UB, UC, UD) include Utility Label per ANSI C136.15 and 7-pin NEMA® Photocell Receptacle per ANSI C136.41 • Designed for uplight and downlight applications • Exclusive Colorfast DeltaGuard® finish features an E-Coat epoxy primer with an ultra-durable powder topcoat, providing excellent resistance to corrosion, ultraviolet degradation and abrasion. Silver, bronze, black, and white are available ELECTRICAL SYSTEM • Input Voltage: 120-277V or 347-480V, 50/60Hz, Class 1 drivers • Power Factor: > 0.9 at full load • Total Harmonic Distortion: < 20% at full load • Integral 10kV surge suppression protection standard • When code dictates fusing, a slow blow fuse or type C/D breaker should be used to address inrush current • Designed with 0-10V dimming capabilities. Controls by others • Refer to Dimming spec sheet for details • Maximum 10V Source Current: 1.0mA • Operating Temperature Range: -40˚C - +40˚C (-40˚F - +104˚F) REGULATORY & VOLUNTARY QUALIFICATIONS • cULus Listed (UL1598) • Suitable for wet locations • Meets NEMA C82.77 standards • Drivers and LEDs are UL Recognized in accordance with UL8750 • Enclosure rated IP66 per IEC 60529 when ordered without N or R options • Consult factory for CE Certified products • Certified to ANSI C136.31-2018, 3G bridge and overpass vibration standards • ANSI C136.2 10kV surge protection, tested in accordance with IEEE/ANSI C62.41.2 • Meets FCC Part 15, Subpart B, Class A limits for conducted and radiated emissions • Luminaire and finish endurance tested to withstand 5,000 hours of elevated ambient salt fog conditions as defined in ASTM Standard B 117 • Meets Buy American requirements within ARRA • RoHS compliant. Consult factory for additional details • Dark Sky Friendly, IDA Approved when ordered with 30K CCT and direct or transportation mounts only. Please refer to https://www.darksky.org/our-work/lighting/lighting-for-industry/fsa/fsa-products/ for most current information • CA RESIDENTS WARNING: Cancer and Reproductive Harm – www.p65warnings.ca.gov Electrical Data* Input Power Designator Optic System Watts 120-480V Utility Label Wattage Total Current (A) 120V 208V 240V 277V 347V 480V 4L**All 29 30 0.25 0.14 0.12 0.11 N/A N/A 6L**Asymmetric 48 50 0.41 0.23 0.20 0.17 N/A N/A Symmetric 39 40 0.33 0.19 0.17 0.14 N/A N/A 9L All 60 60 0.51 0.29 0.25 0.22 0.18 0.13 11L All 72 70 0.62 0.36 0.31 0.27 0.21 0.16 16L All 104 100 0.89 0.51 0.43 0.39 0.31 0.22 22L All 132 130 1.12 0.63 0.55 0.47 0.39 0.28 30L All 202 200 1.72 0.96 0.84 0.72 0.60 0.43 Weight Mount Housing Medium Large OSQ-ML-B-AA 28.4 lbs. (12.9kg) 32.0 lbs. (14.5kg) OSQ-ML-B-DA 28.9 lbs. (13.1kg) 32.4 lbs. (14.7kg) OSQ-ML-B-TSP 42.0 lbs. (19.1kg) 44.0 lbs. (20.0kg) OSQ-ML-B-TM 32.6 lbs. (14.8kg) 36.1 lbs. (16.4kg) UA 29.5 lbs. (13.4kg) 33.1 lbs. (15.0kg) UB 29.5 lbs. (13.4kg) 33.1 lbs. (15.0kg) UC 28.9 lbs (13.1kg) 32.4 lbs. (14.7kg) UD 32.6 lbs. (14.8kg) 36.1 lbs. (16.4kg) OSQ™ LED Area/Flood Luminaire featuring Cree TrueWhite® Technology – Medium & Large * Electrical data at 25˚C (77˚F). Actual wattage may differ by +/- 10% when operating between 120-277V or 347-480V+/-10% ** Available with UL voltage only 1 Lumen maintenance values at 25˚C (77˚F) are calculated per IES TM-21 based on IES LM-80 report data for the LED package and in-situ luminaire testing. Luminaire ambient temperature factors (LATF) have been applied to all lumen maintenance factors. Please refer to the Temperature Zone Reference Document for outdoor average nighttime ambient conditions. 2 In accordance with IES TM-21, Reported values represent interpolated values based on time durations that are up to 6x the tested duration in the IES LM-80 report for the LED. 3 Estimated values are calculated and represent time durations that exceed the 6x test duration of the LED. OSQ Series Ambient Adjusted Lumen Maintenance1 Ambient Optic Initial LMF 25K hr Reported2 LMF 50K hr Reported2 LMF 75K hr Reported2/ Estimated3 LMF 100K hr Reported2/ Estimated3 LMF 5˚C (41˚F) Asymmetric 1.04 1.03 1.01 0.992 0.972 Symmetric 1.05 1.05 1.05 1.053 1.053 10˚C (50˚F) Asymmetric 1.03 1.02 1.00 0.982 0.962 Symmetric 1.04 1.03 1.03 1.033 1.033 15˚C (59˚F) Asymmetric 1.02 1.01 0.99 0.972 0.952 Symmetric 1.02 1.02 1.02 1.023 1.023 20˚C (68˚F) Asymmetric 1.01 1.00 0.98 0.962 0.942 Symmetric 1.01 1.01 1.01 1.013 1.013 25˚C (77˚F) Asymmetric 1.00 0.99 0.97 0.952 0.932 Symmetric 1.00 1.00 1.00 1.003 1.003 Accessories Field-Installed Backlight Shield (Front Facing Optics) OSQ-BLSMF (Medium) OSQ-BLSLF (Large) Backlight Shield (Rotated Optics) OSQ-BLSMR (Medium) OSQ-BLSLR (Large) Bird Spikes OSQ-MED-BRDSPK OSQ-LG-BRDSPK Hand-Held Remote XA-SENSREM - For successful implementation of the programmable multi-level option, a minimum of one hand-held remote is required Shorting Cap XA-XSLSHRT Synapse Wireless Control Accessories Twist-Lock Lighting Controller TL7-B2 - Suitable for 120-277V (UL) voltage only - Requires NEMA/ANSI C136.41 7-Pin Dimming Receptacle - Not for use with PML or PML2 options - Provides On/Off switching, dimming, power metering, digital sensor input, and status monitoring of luminaire - Refer to TL7-B2 spec sheet for details Twist-Lock Lighting Controller TL7-HVG - Suitable for 120-480V (UL and UH) voltage - Requires NEMA/ANSI C136.41 7-Pin Dimming Receptacle - Not for use with PML or PML2 options - Provides On/Off switching, dimming, power metering, digital sensor input, and status monitoring of luminaire - Refer to TL7-HVG spec sheet for details SimplySNAP Central Base Station CBSSW-450-002 - Includes On-Site Controller (SS450-002) and 5-button switch - Indoor and Outdoor rated - Refer to CBSSW-450-002 spec sheet for details Synapse Wireless Sensor WSN-DPM - Motion and light sensor - Control multiple zones - Refer to WSN-DPM spec sheet for details SimplySNAP On-Site Controller SS450-002 - Verizon® LTE-enabled - Designed for indoor applications - Refer to SS450-002 spec sheet for details Building Management System (BMS) Gateway BMS-GW-002 - Required for BACnet integration - Refer to BMS-GW-002 spec sheet for details Outdoor Antennas (Optional, for increased range, 8dB gain) KIT-ANT420SM - Kit includes antenna, 20' cable and bracket KIT-ANT360 - Kit includes antenna, 30' cable and bracket KIT-ANT600 - Kit includes antenna, 50' cable and bracket - Refer to Outdoor antenna spec sheet for details Product Specifications SYNAPSE® SIMPLYSNAP INTELLIGENT CONTROL The Synapse SimplySNAP platform is a highly intuitive connected lighting solution featuring zone dimming, motion sensing, and daylight harvesting with utility-grade power monitoring and support of up to 1000 nodes per gateway. The system features a reliable and robust self-healing mesh network with a browser-based interface that runs on smartphones, tablets, and PCs. The Twist-Lock Lighting Controller (TL7-B2) and Site Controller (SS450-002) take the OSQ Series to a new performance plateau, providing extreme energy productivity, code compliance and a better light experience. US: creelighting.com (800) 236-6800 Canada: creelighting-canada.com (800) 473-1234 US: creelighting.com (800) 236-6800 Canada: creelighting-canada.com (800) 473-1234 Photometry All published luminaire photometric testing performed to IES LM-79-08 standards. To obtain an IES file specific to your project consult: https://creelighting.com/products/outdoor/area/osq-series OSQ™ LED Area/Flood Luminaire featuring Cree TrueWhite® Technology – Medium & Large * Initial delivered lumens at 25˚C (77˚F). Actual production yield may vary between -10 and +10% of initial delivered lumens ** For more information on the IES BUG (Backlight-Uplight-Glare) Rating visit: https://www.ies.org/wp-content/uploads/2017/03/TM-15-11BUGRatingsAddendum.pdf. Valid with no tilt CESTL Test Report #: PL07700-001A OSQ-A-**-2ME-U-57K-UL w/OSQ-BLSLF Initial Delivered Lumens: 22,822 5336 16007 21342 10671 Candlepower Trace: Vertical plane through horizontal angle of maximum candlepower. 120˚120˚ 90˚90˚ 60˚60˚ 30˚ 150˚150˚ OSQL-B-30L-40K7-2M-UL w/OSQ-BLSLF Mounting Height: 25' (7.6m) A.F.G. Initial Delivered Lumens: 22,300 Initial FC at grade 60˚ 80'80' 20' 20' 40' 0m 6.1 6.1 12.2 12.2 40'40'60'60'20' 20'0' 12.218.3 6.1 0m 6.1 12.2 18.324.4 24.4 0' CURB LINE 40' 30.5 30.5 30.5 30.536.636.642.7 42.7 100'100'100' 100' 120'120'140'140' 18.3 18.3 60' 24.4 24.4 80' 80' 60' Position of vertical planeof maximum candlepower. 521.5.2.1 * Initial delivered lumens at 25˚C (77˚F). Actual production yield may vary between -10 and +10% of initial delivered lumens ** For more information on the IES BUG (Backlight-Uplight-Glare) Rating visit: https://www.ies.org/wp-content/uploads/2017/03/TM-15-11BUGRatingsAddendum.pdf. Valid with no tilt 2M Type II Mid Distribution Lumen Package 3000K (70 CRI)4000K (70 CRI)5000K (90 CRI)5700K (70 CRI) Initial Delivered Lumens* BUG Ratings** Per TM-15-11 Initial Delivered Lumens* BUG Ratings** Per TM-15-11 Initial Delivered Lumens* BUG Ratings** Per TM-15-11 Initial Delivered Lumens* BUG Ratings** Per TM-15-11 4L 4,290 B1 U0 G1 4,440 B1 U0 G1 3,810 B1 U0 G1 4,440 B1 U0 G1 6L 6,650 B2 U0 G1 6,900 B2 U0 G1 5,925 B1 U0 G1 6,900 B2 U0 G1 9L 8,875 B2 U0 G2 9,200 B2 U0 G2 7,900 B2 U0 G2 9,200 B2 U0 G2 11L 10,800 B2 U0 G2 11,175 B2 U0 G2 9,600 B2 U0 G2 11,175 B2 U0 G2 16L 15,500 B3 U0 G3 16,100 B3 U0 G3 13,800 B3 U0 G2 16,100 B3 U0 G3 22L 20,700 B3 U0 G3 22,100 B3 U0 G3 18,600 B3 U0 G3 22,100 B3 U0 G3 30L 27,800 B3 U0 G3 29,100 B3 U0 G3 22,300 B3 U0 G3 29,100 B3 U0 G3 Type II Mid w/BLS Distribution Lumen Package 3000K (70 CRI)4000K (70 CRI)5000K (90 CRI)5700K (70 CRI) Initial Delivered Lumens* BUG Ratings** Per TM-15-11 Initial Delivered Lumens* BUG Ratings** Per TM-15-11 Initial Delivered Lumens* BUG Ratings** Per TM-15-11 Initial Delivered Lumens* BUG Ratings** Per TM-15-11 4L 3,300 B1 U0 G1 3,410 B1 U0 G1 2,930 B1 U0 G1 3,410 B1 U0 G1 6L 5,100 B1 U0 G1 5,300 B1 U0 G1 4,550 B1 U0 G1 5,300 B1 U0 G1 9L 6,825 B1 U0 G1 7,075 B1 U0 G1 6,075 B1 U0 G1 7,075 B1 U0 G1 11L 8,300 B2 U0 G2 8,575 B2 U0 G2 7,375 B1 U0 G1 8,575 B2 U0 G2 16L 11,925 B2 U0 G2 12,350 B2 U0 G2 10,600 B2 U0 G2 12,350 B2 U0 G2 22L 15,900 B2 U0 G2 17,000 B3 U0 G2 14,250 B2 U0 G2 17,000 B3 U0 G2 30L 21,400 B3 U0 G3 22,300 B3 U0 G3 17,100 B3 U0 G2 22,300 B3 U0 G3 CESTL Test Report #: PL07701-001A OSQ-A-**-2ME-U-40K-UL Initial Delivered Lumens: 26,946 5278 15834 21111 10556 Candlepower Trace: Vertical plane through horizontal angle of maximum candlepower. 120˚120˚ 90˚90˚ 60˚60˚ 30˚ 150˚150˚ OSQL-B-30L-40K7-2M-UL Mounting Height: 25' (7.6m) A.F.G. Initial Delivered Lumens: 29,100 Initial FC at grade 65˚ 80'80' 20' 20' 40' 0m 6.1 6.1 12.2 12.2 40'40'60'60'20' 20'0' 12.218.3 6.1 0m 6.1 12.2 18.324.4 24.4 0' CURB LINE 40' 30.5 30.5 30.5 30.536.636.642.7 42.7 100'100'100' 100' 120'120'140'140' 18.3 18.3 60' 24.4 24.4 80' 80' 60' Position of vertical planeof maximum candlepower. 2 .1 .2 5 .5 1 US: creelighting.com (800) 236-6800 Canada: creelighting-canada.com (800) 473-1234 US: creelighting.com (800) 236-6800 Canada: creelighting-canada.com (800) 473-1234 Photometry All published luminaire photometric testing performed to IES LM-79-08 standards. To obtain an IES file specific to your project consult: https://creelighting.com/products/outdoor/area/osq-series OSQ™ LED Area/Flood Luminaire featuring Cree TrueWhite® Technology – Medium & Large * Initial delivered lumens at 25˚C (77˚F). Actual production yield may vary between -10 and +10% of initial delivered lumens ** For more information on the IES BUG (Backlight-Uplight-Glare) Rating visit: https://www.ies.org/wp-content/uploads/2017/03/TM-15-11BUGRatingsAddendum.pdf. Valid with no tilt CESTL Test Report #: PL07699-001A OSQ-A-**-3ME-U-57K-UL w/OSQ-BLSLF Initial Delivered Lumens: 23,601 4451 13354 17805 8903 Candlepower Trace: Vertical plane through horizontal angle of maximum candlepower. 120˚120˚ 90˚90˚ 60˚60˚ 30˚ 150˚150˚ OSQL-B-30L-40K7-3M-UL w/OSQ-BLSLF Mounting Height: 25' (7.6m) A.F.G. Initial Delivered Lumens: 23,000 Initial FC at grade 60˚ 80'80' 20' 20' 40' 0m 6.1 6.1 12.2 12.2 40'40'60'60'20' 20'0' 12.218.3 6.1 0m 6.1 12.2 18.324.4 24.4 0' CURB LINE 40' 30.5 30.5 30.5 30.536.636.642.7 42.7 100'100'100' 100' 120'120'140'140' 18.3 18.3 60' 24.4 24.4 80' 80' 60' Position of vertical planeof maximum candlepower. 21 .1 .2 .5 5 * Initial delivered lumens at 25˚C (77˚F). Actual production yield may vary between -10 and +10% of initial delivered lumens ** For more information on the IES BUG (Backlight-Uplight-Glare) Rating visit: https://www.ies.org/wp-content/uploads/2017/03/TM-15-11BUGRatingsAddendum.pdf. Valid with no tilt Type III Mid Distribution Lumen Package 3000K (70 CRI)4000K (70 CRI)5000K (90 CRI)5700K (70 CRI) Initial Delivered Lumens* BUG Ratings** Per TM-15-11 Initial Delivered Lumens* BUG Ratings** Per TM-15-11 Initial Delivered Lumens* BUG Ratings** Per TM-15-11 Initial Delivered Lumens* BUG Ratings** Per TM-15-11 4L 4,290 B1 U0 G1 4,440 B1 U0 G1 3,810 B1 U0 G1 4,440 B1 U0 G1 6L 6,650 B1 U0 G2 6,900 B1 U0 G2 5,925 B1 U0 G2 6,900 B1 U0 G2 9L 8,875 B2 U0 G2 9,200 B2 U0 G2 7,900 B2 U0 G2 9,200 B2 U0 G2 11L 10,800 B2 U0 G2 11,175 B2 U0 G2 9,600 B2 U0 G2 11,175 B2 U0 G2 16L 15,500 B3 U0 G3 16,100 B3 U0 G3 13,800 B2 U0 G2 16,100 B3 U0 G3 22L 20,700 B3 U0 G3 22,100 B3 U0 G3 18,600 B3 U0 G3 22,100 B3 U0 G3 30L 27,800 B3 U0 G4 29,100 B3 U0 G4 22,300 B3 U0 G3 29,100 B3 U0 G4 3M DTC Test Report #: PL15529-001A OSQ-A-**-3ME-U-40K-UL Initial Delivered Lumens: 30,584 OSQL-B-30L-40K7-3M-UL Mounting Height: 25' (7.6m) A.F.G. Initial Delivered Lumens: 29,100 Initial FC at grade 5070 15209 20279 10140 Candlepower Trace: Vertical plane through horizontal angle of maximum candlepower. 120˚120˚ 90˚90˚ 60˚60˚ 30˚ 150˚150˚60˚ 80'80' 20' 20' 40' 0m 6.1 6.1 12.2 12.2 40'40'60'60''0' 02'02 3.812.211.6m01.63.812 .2124.4 24.4 0' 40' 30.5 30.5 30.5 30.536.67.246 .63 42.7 100'100'100' 100' 120'120'140'140' 18.3 18.3 60' 24.4 24.4 80' 80' 60' Position of vertical planeof maximum candlepower. 1 .2 5 10 .5 21.1 CURB LINE Type III Mid w/BLS Distribution Lumen Package 3000K (70 CRI)4000K (70 CRI)5000K (90 CRI)5700K (70 CRI) Initial Delivered Lumens* BUG Ratings** Per TM-15-11 Initial Delivered Lumens* BUG Ratings** Per TM-15-11 Initial Delivered Lumens* BUG Ratings** Per TM-15-11 Initial Delivered Lumens* BUG Ratings** Per TM-15-11 4L 3,390 B1 U0 G1 3,510 B1 U0 G1 3,010 B1 U0 G1 3,510 B1 U0 G1 6L 5,250 B1 U0 G1 5,450 B1 U0 G1 4,680 B1 U0 G1 5,450 B1 U0 G1 9L 7,000 B1 U0 G2 7,275 B1 U0 G2 6,225 B1 U0 G1 7,275 B1 U0 G2 11L 8,525 B1 U0 G2 8,825 B1 U0 G2 7,575 B1 U0 G2 8,825 B1 U0 G2 16L 12,250 B2 U0 G2 12,700 B2 U0 G2 10,900 B2 U0 G2 12,700 B2 U0 G2 22L 16,300 B2 U0 G2 17,500 B2 U0 G3 14,650 B2 U0 G2 17,500 B2 U0 G3 30L 21,900 B3 U0 G3 23,000 B3 U0 G3 17,600 B3 U0 G3 23,000 B3 U0 G3 US: creelighting.com (800) 236-6800 Canada: creelighting-canada.com (800) 473-1234 US: creelighting.com (800) 236-6800 Canada: creelighting-canada.com (800) 473-1234 OSQ™ LED Area/Flood Luminaire featuring Cree TrueWhite® Technology – Medium & Large * Initial delivered lumens at 25˚C (77˚F). Actual production yield may vary between -10 and +10% of initial delivered lumens ** For more information on the IES BUG (Backlight-Uplight-Glare) Rating visit: https://www.ies.org/wp-content/uploads/2017/03/TM-15-11BUGRatingsAddendum.pdf. Valid with no tilt CESTL Test Report #: PL07692-001A OSQ-A-**-4ME-U-57K-UL w/OSQ-BLSLF Initial Delivered Lumens: 22,793 4838 14513 19350 9675 Candlepower Trace: Vertical plane through horizontal angle of maximum candlepower. 120˚120˚ 90˚90˚ 60˚60˚ 30˚ 150˚150˚ OSQL-B-30L-40K7-4M-UL w/OSQ-BLSLF Mounting Height: 25' (7.6m) A.F.G. Initial Delivered Lumens: 22,300 Initial FC at grade 45˚ 80'80' 20' 20' 40' 0m 6.1 6.1 12.2 12.2 40'40'60'60'20'20'0' 12.218.36.1 0m 6.112.2 18.324.424.4 0' CURB LINE 40' 30.530.5 30.5 36.636.6 100' 100'100'120'120' 18.3 18.3 60' 24.4 24.4 80' 80' 60' Position of vertical planeof maximum candlepower. 2 .1 36.6120' .2.5 1 5 Photometry All published luminaire photometric testing performed to IES LM-79-08 standards. To obtain an IES file specific to your project consult: https://creelighting.com/products/outdoor/area/osq-series * Initial delivered lumens at 25˚C (77˚F). Actual production yield may vary between -10 and +10% of initial delivered lumens ** For more information on the IES BUG (Backlight-Uplight-Glare) Rating visit: https://www.ies.org/wp-content/uploads/2017/03/TM-15-11BUGRatingsAddendum.pdf. Valid with no tilt 4M CESTL Test Report #: PL07690-001A OSQ-A-**-4ME-U-40K-UL Initial Delivered Lumens: 27,527 4629 13887 18516 9258 Candlepower Trace: Vertical plane through horizontal angle of maximum candlepower. 120˚120˚ 90˚90˚ 60˚60˚ 30˚ 150˚150˚ OSQL-B-30L-40K7-4M-UL Mounting Height: 25' (7.6m) A.F.G. Initial Delivered Lumens: 29,100 Initial FC at grade 45˚ 80'80' 20' 20' 40' 0m 6.1 6.1 12.2 12.2 40'40'60'60'20' 20'0' 12.218.3 6.1 0m 6.112.2 18.324.4 24.4 0' CURB LINE 40' 30.530.5 30.5 36.636.6 100' 100'100'120'120' 18.3 18.3 60' 24.4 24.4 80' 80' 60' Position of vertical plane of maximum candlepower. .1 36.6120' .2 .5 1 2 5 Type IV Mid Distribution Lumen Package 3000K (70 CRI)4000K (70 CRI)5000K (90 CRI)5700K (70 CRI) Initial Delivered Lumens* BUG Ratings** Per TM-15-11 Initial Delivered Lumens* BUG Ratings** Per TM-15-11 Initial Delivered Lumens* BUG Ratings** Per TM-15-11 Initial Delivered Lumens* BUG Ratings** Per TM-15-11 4L 4,290 B1 U0 G1 4,440 B1 U0 G1 3,810 B1 U0 G1 4,440 B1 U0 G1 6L 6,650 B2 U0 G2 6,900 B2 U0 G2 5,925 B2 U0 G1 6,900 B2 U0 G2 9L 8,875 B2 U0 G2 9,200 B2 U0 G2 7,900 B2 U0 G2 9,200 B2 U0 G2 11L 10,800 B2 U0 G2 11,175 B2 U0 G2 9,600 B2 U0 G2 11,175 B2 U0 G2 16L 15,500 B3 U0 G3 16,100 B3 U0 G3 13,800 B3 U0 G2 16,100 B3 U0 G3 22L 20,700 B3 U0 G3 22,100 B3 U0 G3 18,600 B3 U0 G3 22,100 B3 U0 G3 30L 27,800 B4 U0 G3 29,100 B4 U0 G4 22,300 B3 U0 G3 29,100 B4 U0 G4 Type IV Mid w/BLS Distribution Lumen Package 3000K (70 CRI)4000K (70 CRI)5000K (90 CRI)5700K (70 CRI) Initial Delivered Lumens* BUG Ratings** Per TM-15-11 Initial Delivered Lumens* BUG Ratings** Per TM-15-11 Initial Delivered Lumens* BUG Ratings** Per TM-15-11 Initial Delivered Lumens* BUG Ratings** Per TM-15-11 4L 3,300 B1 U0 G1 3,410 B1 U0 G1 2,930 B1 U0 G1 3,410 B1 U0 G1 6L 5,100 B1 U0 G1 5,300 B1 U0 G1 4,550 B1 U0 G1 5,300 B1 U0 G1 9L 6,825 B1 U0 G2 7,075 B1 U0 G2 6,075 B1 U0 G2 7,075 B1 U0 G2 11L 8,300 B1 U0 G2 8,575 B1 U0 G2 7,375 B1 U0 G2 8,575 B1 U0 G2 16L 11,925 B2 U0 G2 12,350 B2 U0 G2 10,600 B2 U0 G2 12,350 B2 U0 G2 22L 15,900 B2 U0 G3 17,000 B2 U0 G3 14,250 B2 U0 G3 17,000 B2 U0 G3 30L 21,400 B3 U0 G3 22,300 B3 U0 G3 17,100 B2 U0 G3 22,300 B3 U0 G3 US: creelighting.com (800) 236-6800 Canada: creelighting-canada.com (800) 473-1234 US: creelighting.com (800) 236-6800 Canada: creelighting-canada.com (800) 473-1234 OSQ™ LED Area/Flood Luminaire featuring Cree TrueWhite® Technology – Medium & Large Photometry All published luminaire photometric testing performed to IES LM-79-08 standards. To obtain an IES file specific to your project consult: https://creelighting.com/products/outdoor/area/osq-series * Initial delivered lumens at 25˚C (77˚F). Actual production yield may vary between -10 and +10% of initial delivered lumens ** For more information on the IES BUG (Backlight-Uplight-Glare) Rating visit: https://www.ies.org/wp-content/uploads/2017/03/TM-15-11BUGRatingsAddendum.pdf. Valid with no tilt * Initial delivered lumens at 25˚C (77˚F). Actual production yield may vary between -10 and +10% of initial delivered lumens ** For more information on the IES BUG (Backlight-Uplight-Glare) Rating visit: https://www.ies.org/wp-content/uploads/2017/03/TM-15-11BUGRatingsAddendum.pdf. Valid with no tilt 5M DTC Test Report #: PL15486-001A OSQ-A-**-5ME-U-40K-UL Initial Delivered Lumens: 26,918 OSQL-B-30L-40K7-5M-UL Mounting Height: 25' (7.6m) A.F.G. Initial Delivered Lumens: 27,800 Initial FC at grade 2925 8774 11698 5849 Candlepower Trace: Vertical plane through horizontal angle of maximum candlepower. 120˚120˚ 90˚90˚ 60˚60˚ 30˚ 150˚150˚ 45˚ 20' 20' 20'2 0' 40' 40'4 0' 6.1 6.16.1 0m 0m 6.1 12.2 24.4 30.5 36.6 30.5 30.530.5 36.6 36.636.6 42.742.7 24.4 24.424.4 0' 0' 40'12.2 12.212.2 100' 18.3 18.318.3 18.360' 60'6 0' 80' 80' 100' 120' 120' 140'140'80''001' 08 100'120'120' 60' Position of vertical plane of maximum candlepower. .1 .2 .5 1 2 CURB LINE Type V Mid Distribution Lumen Package 3000K (70 CRI)4000K (70 CRI)5000K (90 CRI)5700K (70 CRI) Initial Delivered Lumens* BUG Ratings** Per TM-15-11 Initial Delivered Lumens* BUG Ratings** Per TM-15-11 Initial Delivered Lumens* BUG Ratings** Per TM-15-11 Initial Delivered Lumens* BUG Ratings** Per TM-15-11 4L 4,190 B3 U0 G2 4,370 B3 U0 G2 3,700 B2 U0 G2 4,370 B3 U0 G2 6L 5,900 B3 U0 G3 6,150 B3 U0 G3 5,200 B3 U0 G2 6,150 B3 U0 G3 9L 9,300 B3 U0 G3 9,700 B4 U0 G3 8,225 B3 U0 G3 9,700 B4 U0 G3 11L 10,850 B4 U0 G3 11,325 B4 U0 G3 9,575 B4 U0 G3 11,325 B4 U0 G3 16L 14,650 B4 U0 G4 15,300 B4 U0 G4 12,950 B4 U0 G4 15,300 B4 U0 G4 22L 20,200 B5 U0 G5 21,700 B5 U0 G5 19,800 B5 U0 G5 21,700 B5 U0 G5 30L 26,600 B5 U0 G5 27,800 B5 U0 G5 23,600 B5 U0 G5 27,800 B5 U0 G5 5N CESTL Test Report #: PL10754-001A OSQ-A-**-5SH-U-40K-UL Initial Delivered Lumens: 25,679 2885 8654 11539 5769 Candlepower Trace: Vertical plane through horizontal angle of maximum candlepower. 120˚120˚ 90˚90˚ 60˚60˚ 30˚ 150˚150˚ OSQL-B-30L-40K7-5N-UL Mounting Height: 25' (7.6m) A.F.G. Initial Delivered Lumens: 29,700 Initial FC at grade 45˚ 20' 20' 20'2 0' 40' 40'4 0' 6.1 6.16.1 0m 0m 6.1 12.2 24.4 30.5 36.6 30.5 30.530.5 36.6 36.636.6 42.742.7 24.4 24.424.4 0' 0' 40'12.2 12.212.2 100' 18.3 18.318.3 18.360' 60'6 0' 80' 80' 100' 120' 120' 140'140'80''001' 08 100'120'120' 60' Position of vertical plane of maximum candlepower. CURB LINE 21 .5 .2 .1 Type V Narrow Distribution Lumen Package 3000K (70 CRI)4000K (70 CRI)5000K (90 CRI)5700K (70 CRI) Initial Delivered Lumens* BUG Ratings** Per TM-15-11 Initial Delivered Lumens* BUG Ratings** Per TM-15-11 Initial Delivered Lumens* BUG Ratings** Per TM-15-11 Initial Delivered Lumens* BUG Ratings** Per TM-15-11 4L 4,430 B3 U0 G2 4,620 B3 U0 G2 3,910 B3 U0 G1 4,620 B3 U0 G2 6L 6,225 B3 U0 G2 6,500 B3 U0 G2 5,500 B3 U0 G2 6,500 B3 U0 G2 9L 9,825 B4 U0 G3 10,250 B4 U0 G3 8,675 B3 U0 G2 10,250 B4 U0 G3 11L 11,450 B4 U0 G3 11,950 B4 U0 G3 10,125 B4 U0 G3 11,950 B4 U0 G3 16L 15,475 B4 U0 G3 16,125 B4 U0 G3 13,675 B4 U0 G3 16,125 B4 U0 G3 22L 21,300 B5 U0 G3 22,900 B5 U0 G3 20,900 B5 U0 G3 22,900 B5 U0 G3 30L 28,400 B5 U0 G4 29,700 B5 U0 G4 25,200 B5 U0 G3 29,700 B5 U0 G4 US: creelighting.com (800) 236-6800 Canada: creelighting-canada.com (800) 473-1234 US: creelighting.com (800) 236-6800 Canada: creelighting-canada.com (800) 473-1234 OSQ™ LED Area/Flood Luminaire featuring Cree TrueWhite® Technology – Medium & Large Photometry All published luminaire photometric testing performed to IES LM-79-08 standards. To obtain an IES file specific to your project consult: https://creelighting.com/products/outdoor/area/osq-series 5Q RESTL Test Report #: PL14561-001B OSQ-A-**-5SQ-U-57K-UL Initial Delivered Lumens: 28,716 3041 9123 12164 6082 Candlepower Trace: Vertical plane through horizontal angle of maximum candlepower. 120˚120˚ 90˚90˚ 60˚60˚ 30˚ 150˚150˚ OSQL-B-30L-40K7-5Q-UL Mounting Height: 25' (7.6m) A.F.G. Initial Delivered Lumens: 29,700 Initial FC at grade 45˚ 80'80' 20' 20' 40' 0m 6.1 6.1 12.2 12.2 40'40'60'60'20' 20'0' 12.218.3 6.1 0m 6.1 12.2 18.324.4 24.4 0' 40' 30.5 30.5 30.5 30.5 36.636.6 100' 100'100' 100' 120'120' 18.3 18.3 60' 24.4 24.4 80' 80' 60' Position of vertical planeof maximum candlepower. 2 .2.1 1.5 CURB LINE * Initial delivered lumens at 25˚C (77˚F). Actual production yield may vary between -10 and +10% of initial delivered lumens ** For more information on the IES BUG (Backlight-Uplight-Glare) Rating visit: https://www.ies.org/wp-content/uploads/2017/03/TM-15-11BUGRatingsAddendum.pdf. Valid with no tilt Type V Square Distribution Lumen Package 3000K (70 CRI)4000K (70 CRI)5000K (90 CRI)5700K (70 CRI) Initial Delivered Lumens* BUG Ratings** Per TM-15-11 Initial Delivered Lumens* BUG Ratings** Per TM-15-11 Initial Delivered Lumens* BUG Ratings** Per TM-15-11 Initial Delivered Lumens* BUG Ratings** Per TM-15-11 4L 4,430 B3 U0 G1 4,620 B3 U0 G1 3,910 B2 U0 G1 4,620 B3 U0 G1 6L 6,225 B3 U0 G1 6,500 B3 U0 G1 5,500 B3 U0 G1 6,500 B3 U0 G1 9L 9,825 B3 U0 G2 10,250 B3 U0 G2 8,675 B3 U0 G2 10,250 B3 U0 G2 11L 11,450 B4 U0 G2 11,950 B4 U0 G2 10,125 B3 U0 G2 11,950 B4 U0 G2 16L 15,475 B4 U0 G2 16,125 B4 U0 G2 13,675 B4 U0 G2 16,125 B4 U0 G2 22L 21,300 B4 U0 G2 22,900 B5 U0 G3 20,900 B4 U0 G2 22,900 B5 U0 G3 30L 28,400 B5 U0 G3 29,700 B5 U0 G3 25,200 B5 U0 G3 29,700 B5 U0 G3 US: creelighting.com (800) 236-6800 Canada: creelighting-canada.com (800) 473-1234 US: creelighting.com (800) 236-6800 Canada: creelighting-canada.com (800) 473-1234 OSQ™ LED Area/Flood Luminaire featuring Cree TrueWhite® Technology – Medium & Large CESTL Test Report #: PL07696-001A OSQ-A-**-25D-U-30K-UL Initial Delivered Lumens: 23,265 20722 62167 82889 41445 Candlepower Trace: Vertical plane throughhorizontal angle of maximum candlepower. 120˚120˚ 90˚90˚ 60˚60˚ 30˚ 150˚150˚ 30˚ OSQL-B-30L-40K7-33-UL Mounting Height: 25' (7.6m) A.F.G., 60˚ Tilt Initial Delivered Lumens: 29,700 Initial FC at grade 20' 20' 0' 0m 6.1 12.2 18.3 24.4 30.5 36.6 42.7 40' 40' 60' 60' 20'0' 40' 60' 80' 100' 120' 140' 0m 6.1 6.1 12.2 12.2 18.3 18.3 80' 80' 160' 48.8 24.4 24.4 20' 6.1 180' 54.9 25 1 .5 .2 .1 20 10 CESTL Test Report #: PL07697-001A OSQ-A-**-40D-U-30K-UL Initial Delivered Lumens: 22,943 13508 40523 54031 27015 Candlepower Trace: Vertical plane through horizontal angle of maximum candlepower. 120˚120˚ 90˚90˚ 60˚60˚ 30˚ 150˚150˚ 30˚ OSQL-B-30L-40K7-44-UL Mounting Height: 25' (7.6m) A.F.G., 60˚ Tilt Initial Delivered Lumens: 29,700 Initial FC at grade 20' 20' 0' 0m 6.1 12.2 18.3 24.4 30.5 36.6 42.7 40' 40' 60' 60' 20'0' 40' 60' 80' 100' 120' 140' 0m 6.1 6.1 12.2 12.2 18.3 18.3 80' 80' 160' 180' 48.8 24.4 24.4 54.96.1 20' 25 1 .5 .2 .1 20 10 Photometry All published luminaire photometric testing performed to IES LM-79-08 standards. To obtain an IES file specific to your project consult: https://creelighting.com/products/outdoor/area/osq-series 33 44 Narrow Flood Distribution Lumen Package 3000K (70 CRI) 4000K (70 CRI) 5000K (90CRI) 5700K (70 CRI) Initial Delivered Lumens* Initial Delivered Lumens* Initial Delivered Lumens* Initial Delivered Lumens* 4L 4,430 4,620 3,910 4,620 6L 6,225 6,500 5,500 6,500 9L 9,825 10,250 8,675 10,250 11L 11,450 11,950 10,125 11,950 16L 15,475 16,125 13,675 16,125 22L 21,300 22,900 20,900 22,900 30L 28,400 29,700 25,200 29,700 NEMA® 3x3 Distribution Lumen Package 3000K (70 CRI) 4000K (70 CRI) 5000K (90CRI) 5700K (70 CRI) Initial Delivered Lumens* Initial Delivered Lumens* Initial Delivered Lumens* Initial Delivered Lumens* 4L 4,430 4,620 3,910 4,620 6L 6,225 6,500 5,500 6,500 9L 9,825 10,250 8,675 10,250 11L 11,450 11,950 10,125 11,950 16L 15,475 16,125 13,675 16,125 22L 21,300 22,900 20,900 22,900 30L 28,400 29,700 25,200 29,700 NEMA® 4x4 Distribution Lumen Package 3000K (70 CRI) 4000K (70 CRI) 5000K (90CRI) 5700K (70 CRI) Initial Delivered Lumens* Initial Delivered Lumens* Initial Delivered Lumens* Initial Delivered Lumens* 4L 4,430 4,620 3,910 4,620 6L 6,225 6,500 5,500 6,500 9L 9,825 10,250 8,675 10,250 11L 11,450 11,950 10,125 11,950 16L 15,475 16,125 13,675 16,125 22L 21,300 22,900 20,900 22,900 30L 28,400 29,700 25,200 29,700 * Initial delivered lumens at 25˚C (77˚F). Actual production yield may vary between -10 and +10% of initial delivered lumens * Initial delivered lumens at 25˚C (77˚F). Actual production yield may vary between -10 and +10% of initial delivered lumens * Initial delivered lumens at 25˚C (77˚F). Actual production yield may vary between -10 and +10% of initial delivered lumens CESTL Test Report #: PL07689-001A OSQ-A-**-15D-U-30K-UL Initial Delivered Lumens: 23,254 36214 108641 144855 72428 Candlepower Trace: Vertical plane throughhorizontal angle of maximum candlepower. 120˚120˚ 90˚90˚ 60˚60˚ 30˚ 150˚150˚ 30˚ OSQL-B-30L-40K7-N3-UL Mounting Height: 25' (7.6m) A.F.G., 60˚ Tilt Initial Delivered Lumens: 29,700 Initial FC at grade 20' 20' 0' 0m 6.1 12.2 18.3 24.4 30.5 36.6 42.7 40' 40' 60' 60' 20'0' 40' 60' 80' 100' 120' 140' 0m 6.1 6.1 12.2 12.2 18.3 18.3 80' 80' 160' 180' 48.8 24.4 24.4 54.9 20' 6.1 .5 .2 .1 1251020 N3 US: creelighting.com (800) 236-6800 Canada: creelighting-canada.com (800) 473-1234 US: creelighting.com (800) 236-6800 Canada: creelighting-canada.com (800) 473-1234 OSQ™ LED Area/Flood Luminaire featuring Cree TrueWhite® Technology – Medium & Large Photometry All published luminaire photometric testing performed to IES LM-79-08 standards. To obtain an IES file specific to your project consult: https://creelighting.com/products/outdoor/area/osq-series CESTL Test Report #: PL08100-001B OSQ-A-**-60D-B-30K-UL Initial Delivered Lumens: 10,079 3122 9366 12489 6244 Candlepower Trace: Vertical plane through horizontal angle of maximum candlepower. 120˚120˚ 90˚90˚ 60˚60˚ 30˚ 150˚150˚ 30˚ OSQL-B-30L-40K7-55-UL Mounting Height: 25' (7.6m) A.F.G., 60˚ Tilt Initial Delivered Lumens: 29,700 Initial FC at grade 20' 20' 0' 0m 6.1 12.2 18.3 24.4 30.5 36.6 42.7 40' 40' 60' 60' 20'0' 40' 60' 80' 100' 120' 140' 0m 6.1 6.1 12.2 12.2 18.3 18.3 80' 80' 160' 180' 48.8 24.4 24.4 54.96.1 20' 2 1 .5 .2 .1 10 5 RESTL Test Report #: PL15731-001A OSQ-A-**-120D-U-40K-UL Initial Delivered Lumens: 25,501 2864 8592 11456 5728 Candlepower Trace: Vertical plane through horizontal angle of maximum candlepower. 120˚120˚ 90˚90˚ 60˚60˚ 30˚ 150˚150˚ 30˚ OSQL-B-30L-40K7-66-UL Mounting Height: 25' (7.6m) A.F.G., 60˚ Tilt Initial Delivered Lumens: 29,700 Initial FC at grade .1.2.512510 0' 0m 0m 6.1 6.1 6.1 12.2 12.2 12.2 18.3 18.3 18.3 24.4 24.4 24.4 30.5 30.5 36.6 36.6 30.5 36.6 42.7 48.8 54.9 0' 20' 20' 20' 40' 40' 40' 60' 60' 60' 80' 100' 80' 80' 120' 100' 100' 120' 120' 140' 160' 180'20'40' 6.112.2 CESTL Test Report #: PL07695-001A OSQ-A-**-WSN-U-30K-UL Initial Delivered Lumens: 23,116 3834 11502 15337 7668 Candlepower Trace: Vertical plane through horizontal angle of maximum candlepower. 120˚120˚ 90˚90˚ 60˚60˚ 30˚ 150˚150˚ 30˚ OSQL-B-30L-40K7-75-UL Mounting Height: 25' (7.6m) A.F.G., 60˚ tilt Initial Delivered Lumens: 29,700 Initial FC at grade 2 1 .2 .11.5 0' 0m 0m 6.1 6.1 6.1 12.2 12.2 12.2 18.3 18.3 18.3 24.4 24.4 24.4 30.5 30.5 36.6 42.7 42.7 36.6 30.5 36.6 42.7 48.8 54.9 61 67.1 73.2 0' 20' 20' 20' 40' 40' 40' 60' 60' 60' 80' 100' 80' 80' 120' 100' 100' 120' 140' 140' 120' 140' 160' 200' 220' 240'180'20'40' 6.112.2 55 75 66 * Initial delivered lumens at 25˚C (77˚F). Actual production yield may vary between -10 and +10% of initial delivered lumens * Initial delivered lumens at 25˚C (77˚F). Actual production yield may vary between -10 and +10% of initial delivered lumens * Initial delivered lumens at 25˚C (77˚F). Actual production yield may vary between -10 and +10% of initial delivered lumens NEMA® 5x5 Distribution Lumen Package 3000K (70 CRI) 4000K (70 CRI) 5000K (90CRI) 5700K (70 CRI) Initial Delivered Lumens* Initial Delivered Lumens* Initial Delivered Lumens* Initial Delivered Lumens* 4L 4,430 4,620 3,910 4,620 6L 6,225 6,500 5,500 6,500 9L 9,825 10,250 8,675 10,250 11L 11,450 11,950 10,125 11,950 16L 15,475 16,125 13,675 16,125 22L 21,300 22,900 20,900 22,900 30L 28,400 29,700 25,200 29,700 NEMA® 6x6 Distribution Lumen Package 3000K (70 CRI) 4000K (70 CRI) 5000K (90CRI) 5700K (70 CRI) Initial Delivered Lumens* Initial Delivered Lumens* Initial Delivered Lumens* Initial Delivered Lumens* 4L 4,430 4,620 3,910 4,620 6L 6,225 6,500 5,500 6,500 9L 9,825 10,250 8,675 10,250 11L 11,450 11,950 10,125 11,950 16L 15,475 16,125 13,675 16,125 22L 21,300 22,900 20,900 22,900 30L 28,400 29,700 25,200 29,700 NEMA® 7x5 Distribution Lumen Package 3000K (70 CRI) 4000K (70 CRI) 5000K (90CRI) 5700K (70 CRI) Initial Delivered Lumens* Initial Delivered Lumens* Initial Delivered Lumens* Initial Delivered Lumens* 4L 4,430 4,620 3,910 4,620 6L 6,225 6,500 5,500 6,500 9L 9,825 10,250 8,675 10,250 11L 11,450 11,950 10,125 11,950 16L 15,475 16,125 13,675 16,125 22L 21,300 22,900 20,900 22,900 30L 28,400 29,700 25,200 29,700 US: creelighting.com (800) 236-6800 Canada: creelighting-canada.com (800) 473-1234 US: creelighting.com (800) 236-6800 Canada: creelighting-canada.com (800) 473-1234 OSQ™ LED Area/Flood Luminaire featuring Cree TrueWhite® Technology – Medium & Large Adjustable Arm Mount – OSQ-ML-B-AA Weight: Medium - 28.4 lbs. (12.9kg); Large - 32.0 lbs. (14.5kg); Utility Arm Mounts (UA/UB)† Weight: Medium - 29.5 lbs. (13.4kg); Large - 33.1 lbs. (15.0kg) Luminaire Single 2 @ 180˚2 @ 90˚3 @ 90˚3 @ 120˚ 3 @ 180˚4 @ 180˚4 @ 90˚ Tenon Configuration (0˚-80˚ Tilt); If used with Cree Lighting tenons, please add tenon EPA with Luminaire EPA PB-1A*; PT-1; PW-1A3** PB-2A*; PB-2R2.375; PD-2A4(180); PT-2(180); PW-2A3** PB-2A*; PD-2A4(90); PT-2(90) PB-3A*; PD- 3A4(90); PT-3(90) PB-3A*; PT-3(120)PB-3A*; PB-3R2.375 PB-4A*(180)PB-4A*(90); PB-4R2.375; PD-4A4(90); PT-4(90) 0˚ Tilt OSQM 0.74 1.48 1.19 1.93 1.63 3.33 4.66 2.38 OSQL 0.80 1.61 1.26 2.06 1.68 3.33 4.66 2.52 10˚ Tilt OSQM 0.75 1.48 1.49 2.23 2.15 4.22 5.84 2.98 OSQL 0.81 1.61 1.62 2.42 2.32 4.40 6.08 3.24 20˚ Tilt OSQM 1.12 1.48 1.86 2.60 2.85 5.31 7.32 3.72 OSQL 1.24 1.61 2.04 2.84 3.13 5.68 7.80 4.08 30˚ Tilt OSQM 1.46 1.48 2.20 2.94 3.56 6.34 8.68 4.40 OSQL 1.64 1.64 2.44 3.24 3.97 6.88 9.40 4.88 45˚ Tilt OSQM 1.96 1.96 2.69 3.43 4.54 7.83 10.68 5.38 OSQL 2.20 2.20 3.00 3.80 5.07 8.55 11.64 6.00 60˚ Tilt OSQM 2.33 2.33 3.07 3.81 5.11 8.94 12.16 6.14 OSQL 2.63 2.63 3.43 4.23 5.73 9.84 13.63 6.86 70˚ Tilt OSQM 2.49 2.49 3.23 3.97 5.11 9.43 12.80 6.46 OSQL 2.82 2.82 3.62 4.42 5.73 10.41 14.12 7.24 80˚ Tilt OSQM 2.58 2.58 3.32 4.06 5.11 9.71 13.16 6.64 OSQL 2.93 2.93 3.73 4.53 5.73 10.74 14.56 7.46 Tenon Configuration (90˚ Tilt); If used with Cree Lighting tenons, please add tenon EPA with Luminaire EPA PB-1A*; PT-1; PW-1A3** PB-2A*; PB-2R2.375; PD-2A4(180); PT-2(180); PW-2A3** PB-2A*PB-3A*PB-3A*; PT-3(120)PB-3A*; PB-3R2.375 PB-4A*(180)PB-4A*(90); PB-4R2.375 90˚ Tilt OSQM 2.61 2.61 4.44 6.05 5.11 9.79 13.28 10.39 OSQL 2.95 2.95 4.84 6.52 5.73 10.81 14.64 11.19 † UA & UB mounts may only be tilted to 45° * Specify pole size: 3 (3"), 4 (4"), 5 (5"), or 6 (6") for single, double or triple luminaire orientation or 4 (4"), 5 (5"), or 6 (6") for quad luminaire orientation ** These EPA values must be multiplied by the following ratio: Fixture Mounting Height/Total Pole Height. Specify pole size: 3 (3"), 4 (4"), 5 (5"), or 6 (6") * Specify pole size: 3 (3"), 4 (4"), 5 (5"), or 6 (6") for single, double or triple luminaire orientation or 4 (4"), 5 (5"), or 6 (6") for quad luminaire orientation ** These EPA values must be multiplied by the following ratio: Fixture Mounting Height/Total Pole Height. Specify pole size: 3 (3"), 4 (4"), 5 (5"), or 6 (6") Tenon EPA Part Number EPA PB-1A*None PB-2A*0.82 PB-3A*1.52 PB-4A*(180)2.22 PB-4A*(90)1.11 PB-2R2.375 0.92 PB-3R2.375 1.62 PB-4R2.375 2.32 PD Series Tenons 0.09 PT Series Tenons 0.10 PW-1A3**0.47 PW-2A3**0.94 WM-2 0.08 WM-4 0.25 WM-DM None Tenons and Brackets‡ (must specify color) Square Internal Mount Vertical Tenons (Steel) - Mounts to 3-6" (76-152mm) square aluminum or steel poles PB-1A* – Single PB-4A*(90) – 90˚ Quad PB-2A* – 180˚ Twin PB-4A*(180) – 180˚ Quad PB-3A* – 180˚ Triple Square Internal Mount Horizontal Tenons (Aluminum) - Mounts to 4" (102mm) square aluminum or steel poles PD-2A4(90) – 90˚ Twin PD-3A4(90) – 90˚ Triple PD-2A4(180) – 180˚ Twin PD-4A4(90) – 90˚ Quad Wall Mount Brackets - Mounts to wall or roof WM-2 – Horizontal for OSQ-ML-B-AA mount WM-4 – L-Shape for OSQ-ML-B-AA mount WM-DM – Plate for OSQ-ML-B-DA mount Round External Mount Vertical Tenons (Steel) - Mounts to 2.375" (60mm) O.D. round aluminum or steel poles or tenons PB-2R2.375 – Twin PB-4R2.375 – Quad PB-3R2.375 – Triple Round External Mount Horizontal Tenons (Aluminum) - Mounts to 2.375" (60mm) O.D. round aluminum or steel poles or tenons - Mounts to square pole with PB-1A* tenon PT-1 – Single (Vertical) PT-3(90) – 90˚ Triple PT-2(90) – 90˚ Twin PT-3(120) – 120˚ Triple PT-2(180) – 180˚ Twin PT-4(90) – 90˚ Quad Mid-Pole Bracket - Mounts to square pole PW-1A3** – Single PW-2A3** – Double Ground Mount Post - For ground-mounted flood luminaires PGM-1 - for OSQ-ML-B-AA mount ‡ Refer to the Bracket and Tenons spec sheet for more details Luminaire EPA US: creelighting.com (800) 236-6800 Canada: creelighting-canada.com (800) 473-1234 US: creelighting.com (800) 236-6800 Canada: creelighting-canada.com (800) 473-1234 OSQ™ LED Area/Flood Luminaire featuring Cree TrueWhite® Technology – Medium & Large Compatibility with OSQ-ML-B-DA and UC Direct Mount Brackets Size 2 @ 90˚2 @ 180˚3 @ 90˚3 @ 120˚4 @ 90˚ 3" Square Medium/Large N/A ü N/A N/A N/A 3" Round Medium/Large N/A ü N/A N/A N/A 4" Square Medium/Large ü ü ü N/A ü 4" Round Medium/Large ü ü ü ü ü 5" Square Medium/Large ü ü ü N/A ü 5" Round Medium/Large ü ü ü ü ü 6" + Square Medium/Large ü ü ü N/A ü 6" + Round Medium/Large ü ü ü ü ü Direct Mount Configurations Luminaire EPA Luminaire EPAFixture Mounting Drill Pattern for OSQ-ML-B-DA and UC Mounts Direct Arm Mount – OSQ-ML-B-DA and UC Mounts Weight: Medium - 28.9 lbs. (13.1kg); Large - 32.4 lbs. (14.7kg) Luminaire Single 2 @ 180˚2 @ 90˚3 @ 90˚3 @ 120˚4 @ 90˚ OSQM 0.74 1.48 1.19 1.93 1.63 2.38 OSQL 0.80 1.61 1.26 2.06 1.68 2.52 Trunnion Mount – OSQ-ML-B-TM and UD Mounts* and UD Mounts* Weight: Medium - 32.6 lbs. (14.8kg); Large - 36.1 lbs. (16.4kg) Single Medium Large 0˚ Tilt 0.75 0.81 15˚ Tilt 0.99 1.12 30˚ Tilt 1.57 1.74 45˚ Tilt 2.07 2.35 60˚ Tilt 2.46 2.59 75˚ Tilt 2.67 2.83 90˚ Tilt 2.33 3.07 2.000" (51 mm) 2.000" (51 mm) 1" (25 mm) 0.344" (9 mm) Hole 2 Required 0.79" (20 mm) Hole POLE TEMPLATE * UD mount may only be tilted to 45° US: creelighting.com (800) 236-6800 Canada: creelighting-canada.com (800) 473-1234 US: creelighting.com (800) 236-6800 Canada: creelighting-canada.com (800) 473-1234 OSQ™ LED Area/Flood Luminaire featuring Cree TrueWhite® Technology – Medium & Large Field Adjustable Output (Q9/Q8/Q7/Q6/Q5/Q4/Q3/Q2/Q1) Option Description: The Field Adjustable Output option enables the OSQ area luminaires to be tuned to the exact needs of a particular application through multiple levels of adjustment. When ordered with the Q option, the luminaire will be shipped from the factory at the selected Q setting and will be fully adjustable between the nine settings. When ordered with the N option, the luminaire will include a wattage label that indicates the wattage of the luminaire at the selected lumen output (Rounded to nearest 10 watts per ANSI C136.15-2015.). Additional dimming functionality is available when a dimming control (by others) is used in the 7-Pin receptacle. Locked Lumen Output (X8/X7/X6/X5/X4/X3/X2/X1) Option Description: The Locked Lumen Output option on this page permanently locks the lumen output on the OSQ area luminaire to the setting selected. When ordered with the X option, the luminaire will be shipped from the factory at the lumen output setting selected and will only be able to be adjusted down in the field through a dimming control (by others). When ordered with the N option, the luminaire will include a wattage label that indicates the wattage of the luminaire at the selected lumen output (Rounded to nearest 10 watts per ANSI C136.15-2015.). Additional dimming functionality is available when a dimming control (by others) is used in the 7-Pin receptacle. Q Option Power & Lumen Data – 4L Lumen Package Q Option Setting X Option Setting CCT/CRI System Watts 120-277V Utility Label Wattage Lumen Values Optics Qualified on DLC QPL Asymmetric 5M 5N, 5Q & Floods 2M w/ BLS 3M w/ BLS 4M w/BLS Standard Premium Q9 (Full Power) N/A (Full Power) 30K (70 CRI) 29 30 4,290 4,190 4,430 3,300 3,390 3,300 TBD TBD 40K (70 CRI)4,440 4,370 4,620 3,410 3,510 3,410 TBD TBD 50K (90 CRI)3,810 3,700 3,910 2,930 3,010 2,930 TBD TBD 57K (70 CRI)4,440 4,370 4,620 3,410 3,510 3,410 TBD TBD Q8 X8 30K (70 CRI) 27 30 4,120 4,020 4,250 3,170 3,250 3,170 TBD TBD 40K (70 CRI) 4,260 4,200 4,440 3,270 3,370 3,270 TBD TBD 50K (90 CRI) 3,660 3,550 3,750 2,810 2,890 2,810 TBD TBD 57K (70 CRI) 4,260 4,200 4,440 3,270 3,370 3,270 TBD TBD Q7 X7 30K (70 CRI) 26 30 3,950 3,850 4,080 3,040 3,120 3,040 TBD TBD 40K (70 CRI) 4,080 4,020 4,250 3,140 3,230 3,140 TBD TBD 50K (90 CRI) 3,510 3,400 3,600 2,700 2,770 2,700 TBD TBD 57K (70 CRI) 4,080 4,020 4,250 3,140 3,230 3,140 TBD TBD Q6 X6 30K (70 CRI) 24 20 3,650 3,560 3,770 2,810 2,880 2,810 TBD TBD 40K (70 CRI) 3,770 3,710 3,930 2,900 2,980 2,900 TBD TBD 50K (90 CRI) 3,240 3,150 3,320 2,490 2,560 2,490 TBD TBD 57K (70 CRI) 3,770 3,710 3,930 2,900 2,980 2,900 TBD TBD Q5 X5 30K (70 CRI) 23 20 3,560 3,480 3,680 2,740 2,810 2,740 TBD TBD 40K (70 CRI) 3,690 3,630 3,830 2,830 2,910 2,830 TBD TBD 50K (90 CRI) 3,160 3,070 3,250 2,430 2,500 2,430 TBD TBD 57K (70 CRI) 3,690 3,630 3,830 2,830 2,910 2,830 TBD TBD Q4 X4 30K (70 CRI) 22 20 3,430 3,350 3,540 2,640 2,710 2,640 TBD TBD 40K (70 CRI) 3,550 3,500 3,700 2,730 2,810 2,730 TBD TBD 50K (90 CRI) 3,050 2,960 3,130 2,340 2,410 2,340 TBD TBD 57K (70 CRI) 3,550 3,500 3,700 2,730 2,810 2,730 TBD TBD Q3 X3 30K (70 CRI) 20 20 3,130 3,060 3,230 2,410 2,470 2,410 TBD TBD 40K (70 CRI) 3,240 3,190 3,370 2,490 2,560 2,490 TBD TBD 50K (90 CRI) 2,780 2,700 2,850 2,140 2,200 2,140 TBD TBD 57K (70 CRI) 3,240 3,190 3,370 2,490 2,560 2,490 TBD TBD Q2 X2 30K (70 CRI) 18 20 2,790 2,720 2,880 2,150 2,200 2,150 TBD TBD 40K (70 CRI) 2,890 2,840 3,000 2,220 2,280 2,220 TBD TBD 50K (90 CRI) 2,480 2,410 2,540 1,900 1,960 1,900 TBD TBD 57K (70 CRI) 2,890 2,840 3,000 2,220 2,280 2,220 TBD TBD Q1 X1 30K (70 CRI) 16 20 2,360 2,300 2,440 1,820 1,860 1,820 TBD TBD 40K (70 CRI) 2,440 2,400 2,540 1,880 1,930 1,880 TBD TBD 50K (90 CRI) 2,100 2,040 2,150 1,610 1,660 1,610 TBD TBD 57K (70 CRI) 2,440 2,400 2,540 1,880 1,930 1,880 TBD TBD US: creelighting.com (800) 236-6800 Canada: creelighting-canada.com (800) 473-1234 US: creelighting.com (800) 236-6800 Canada: creelighting-canada.com (800) 473-1234 OSQ™ LED Area/Flood Luminaire featuring Cree TrueWhite® Technology – Medium & Large Q Option Power & Lumen Data – 6L Lumen Package Q Option Setting X Option Setting CCT/CRI System Watts 120-277V Utility Label Wattages Lumen Values Optics Qualified on DLC QPL Asymmetric Symmetric Asymmetric Symmetric Asymmetric 5M 5N, 5Q & Floods 2M w/ BLS 3M w/ BLS 4M w/ BLS Standard Premium Q9 (Full Power) N/A (Full Power) 30K (70 CRI) 48 39 50 40 6,650 5,900 6,225 5,100 5,250 5,100 TBD TBD 40K (70 CRI)6,900 6,150 6,500 5,300 5,450 5,300 TBD TBD 50K (90 CRI)5,925 5,200 5,500 4,550 4,680 4,550 TBD TBD 57K (70 CRI)6,900 6,150 6,500 5,300 5,450 5,300 TBD TBD Q8 X8 30K (70 CRI) 45 37 50 40 6,375 5,675 5,975 4,900 5,050 4,900 TBD TBD 40K (70 CRI) 6,625 5,900 6,250 5,100 5,225 5,100 TBD TBD 50K (90 CRI) 5,700 4,990 5,275 4,370 4,490 4,370 TBD TBD 57K (70 CRI) 6,625 5,900 6,250 5,100 5,225 5,100 TBD TBD Q7 X7 30K (70 CRI) 43 35 40 40 6,125 5,425 5,725 4,690 4,830 4,690 TBD TBD 40K (70 CRI) 6,350 5,650 5,975 4,880 5,025 4,880 TBD TBD 50K (90 CRI) 5,450 4,780 5,050 4,190 4,310 4,190 TBD TBD 57K (70 CRI) 6,350 5,650 5,975 4,880 5,025 4,880 TBD TBD Q6 X6 30K (70 CRI) 41 33 40 30 5,650 5,025 5,300 4,340 4,460 4,340 TBD TBD 40K (70 CRI) 5,875 5,225 5,525 4,510 4,630 4,510 TBD TBD 50K (90 CRI) 5,025 4,420 4,680 3,870 3,980 3,870 TBD TBD 57K (70 CRI) 5,875 5,225 5,525 4,510 4,630 4,510 TBD TBD Q5 X5 30K (70 CRI) 39 32 40 30 5,525 4,900 5,175 4,230 4,360 4,230 TBD TBD 40K (70 CRI) 5,725 5,100 5,400 4,400 4,520 4,400 TBD TBD 50K (90 CRI) 4,920 4,320 4,570 3,780 3,880 3,780 TBD TBD 57K (70 CRI) 5,725 5,100 5,400 4,400 4,520 4,400 TBD TBD Q4 X4 30K (70 CRI) 37 31 40 30 5,325 4,720 4,980 4,080 4,200 4,080 TBD TBD 40K (70 CRI) 5,525 4,920 5,200 4,240 4,360 4,240 TBD TBD 50K (90 CRI) 4,740 4,160 4,400 3,640 3,740 3,640 TBD TBD 57K (70 CRI) 5,525 4,920 5,200 4,240 4,360 4,240 TBD TBD Q3 X3 30K (70 CRI) 34 28 30 30 4,850 4,310 4,540 3,720 3,830 3,720 TBD TBD 40K (70 CRI) 5,025 4,490 4,750 3,870 3,980 3,870 TBD TBD 50K (90 CRI) 4,330 3,800 4,020 3,320 3,420 3,320 TBD TBD 57K (70 CRI) 5,025 4,490 4,750 3,870 3,980 3,870 TBD TBD Q2 X2 30K (70 CRI) 31 25 30 30 4,320 3,840 4,050 3,320 3,410 3,320 TBD TBD 40K (70 CRI) 4,490 4,000 4,230 3,450 3,540 3,450 TBD TBD 50K (90 CRI) 3,850 3,380 3,580 2,960 3,040 2,960 TBD TBD 57K (70 CRI) 4,490 4,000 4,230 3,450 3,540 3,450 TBD TBD Q1 X1 30K (70 CRI) 26 22 30 20 3,660 3,250 3,420 2,810 2,890 2,810 TBD TBD 40K (70 CRI) 3,800 3,380 3,580 2,920 3,000 2,920 TBD TBD 50K (90 CRI) 3,260 2,860 3,030 2,500 2,570 2,500 TBD TBD 57K (70 CRI) 3,800 3,380 3,580 2,920 3,000 2,920 TBD TBD Field Adjustable Output (Q9/Q8/Q7/Q6/Q5/Q4/Q3/Q2/Q1) Option Description: The Field Adjustable Output option enables the OSQ area luminaires to be tuned to the exact needs of a particular application through multiple levels of adjustment. When ordered with the Q option, the luminaire will be shipped from the factory at the selected Q setting and will be fully adjustable between the nine settings. When ordered with the N option, the luminaire will include a wattage label that indicates the wattage of the luminaire at the selected lumen output (Rounded to nearest 10 watts per ANSI C136.15-2015.). Additional dimming functionality is available when a dimming control (by others) is used in the 7-Pin receptacle. Locked Lumen Output (X8/X7/X6/X5/X4/X3/X2/X1) Option Description: The Locked Lumen Output option on this page permanently locks the lumen output on the OSQ area luminaire to the setting selected. When ordered with the X option, the luminaire will be shipped from the factory at the lumen output setting selected and will only be able to be adjusted down in the field through a dimming control (by others). When ordered with the N option, the luminaire will include a wattage label that indicates the wattage of the luminaire at the selected lumen output (Rounded to nearest 10 watts per ANSI C136.15-2015.). Additional dimming functionality is available when a dimming control (by others) is used in the 7-Pin receptacle. US: creelighting.com (800) 236-6800 Canada: creelighting-canada.com (800) 473-1234 US: creelighting.com (800) 236-6800 Canada: creelighting-canada.com (800) 473-1234 OSQ™ LED Area/Flood Luminaire featuring Cree TrueWhite® Technology – Medium & Large Q Option Power & Lumen Data – 9L Lumen Package Q Option Setting X Option Setting CCT/CRI System Watts 120-480V Utility Wattage Label Lumen Values Optics Qualified on DLC QPL Asymmetric 5M 5N, 5Q & Floods 2M w/ BLS 3M w/ BLS 4M w/BLS Standard Premium Q9 (Full Power) N/A (Full Power) 30K (70 CRI) 60 60 8,875 9,300 9,825 6,825 7,000 6,825 TBD TBD 40K (70 CRI)9,200 9,700 10,250 7,075 7,275 7,075 TBD TBD 50K (90 CRI)7,900 8,225 8,675 6,075 6,225 6,075 TBD TBD 57K (70 CRI)9,200 9,700 10,250 7,075 7,275 7,075 TBD TBD Q8 X8 30K (70 CRI) 56 60 8,525 8,925 9,425 6,550 6,725 6,550 TBD TBD 40K (70 CRI) 8,825 9,300 9,850 6,800 6,975 6,800 TBD TBD 50K (90 CRI) 7,575 7,900 8,325 5,825 5,975 5,825 TBD TBD 57K (70 CRI) 8,825 9,300 9,850 6,800 6,975 6,800 TBD TBD Q7 X7 30K (70 CRI) 53 50 8,175 8,550 9,050 6,275 6,450 6,275 TBD TBD 40K (70 CRI) 8,475 8,925 9,425 6,500 6,700 6,500 TBD TBD 50K (90 CRI) 7,275 7,575 7,975 5,600 5,725 5,600 TBD TBD 57K (70 CRI) 8,475 8,925 9,425 6,500 6,700 6,500 TBD TBD Q6 X6 30K (70 CRI) 50 50 7,550 7,900 8,350 5,800 5,950 5,800 TBD TBD 40K (70 CRI) 7,825 8,250 8,725 6,025 6,175 6,025 TBD TBD 50K (90 CRI) 6,725 7,000 7,375 5,175 5,300 5,175 TBD TBD 57K (70 CRI) 7,825 8,250 8,725 6,025 6,175 6,025 TBD TBD Q5 X5 30K (70 CRI) 47 50 7,375 7,725 8,150 5,675 5,800 5,675 TBD TBD 40K (70 CRI) 7,625 8,050 8,500 5,875 6,050 5,875 TBD TBD 50K (90 CRI) 6,550 6,825 7,200 5,050 5,175 5,050 TBD TBD 57K (70 CRI) 7,625 8,050 8,500 5,875 6,050 5,875 TBD TBD Q4 X4 30K (70 CRI) 45 50 7,100 7,450 7,850 5,450 5,600 5,450 TBD TBD 40K (70 CRI) 7,350 7,750 8,200 5,650 5,825 5,650 TBD TBD 50K (90 CRI) 6,325 6,575 6,950 4,860 4,980 4,860 TBD TBD 57K (70 CRI) 7,350 7,750 8,200 5,650 5,825 5,650 TBD TBD Q3 X3 30K (70 CRI) 41 40 6,475 6,800 7,175 4,980 5,100 4,980 TBD TBD 40K (70 CRI) 6,725 7,075 7,475 5,175 5,300 5,175 TBD TBD 50K (90 CRI) 5,775 6,000 6,325 4,430 4,540 4,430 TBD TBD 57K (70 CRI) 6,725 7,075 7,475 5,175 5,300 5,175 TBD TBD Q2 X2 30K (70 CRI) 37 40 5,775 6,050 6,375 4,440 4,550 4,440 TBD TBD 40K (70 CRI) 5,975 6,300 6,675 4,600 4,730 4,600 TBD TBD 50K (90 CRI) 5,125 5,350 5,650 3,950 4,050 3,950 TBD TBD 57K (70 CRI) 5,975 6,300 6,675 4,600 4,730 4,600 TBD TBD Q1 X1 30K (70 CRI) 31 30 4,880 5,125 5,400 3,750 3,850 3,750 TBD TBD 40K (70 CRI) 5,050 5,325 5,650 3,890 4,000 3,890 TBD TBD 50K (90 CRI) 4,350 4,520 4,770 3,340 3,420 3,340 TBD TBD 57K (70 CRI) 5,050 5,325 5,650 3,890 4,000 3,890 TBD TBD Field Adjustable Output (Q9/Q8/Q7/Q6/Q5/Q4/Q3/Q2/Q1) Option Description: The Field Adjustable Output option enables the OSQ area luminaires to be tuned to the exact needs of a particular application through multiple levels of adjustment. When ordered with the Q option, the luminaire will be shipped from the factory at the selected Q setting and will be fully adjustable between the nine settings. When ordered with the N option, the luminaire will include a wattage label that indicates the wattage of the luminaire at the selected lumen output (Rounded to nearest 10 watts per ANSI C136.15-2015.). Additional dimming functionality is available when a dimming control (by others) is used in the 7-Pin receptacle. Locked Lumen Output (X8/X7/X6/X5/X4/X3/X2/X1) Option Description: The Locked Lumen Output option on this page permanently locks the lumen output on the OSQ area luminaire to the setting selected. When ordered with the X option, the luminaire will be shipped from the factory at the lumen output setting selected and will only be able to be adjusted down in the field through a dimming control (by others). When ordered with the N option, the luminaire will include a wattage label that indicates the wattage of the luminaire at the selected lumen output (Rounded to nearest 10 watts per ANSI C136.15-2015.). Additional dimming functionality is available when a dimming control (by others) is used in the 7-Pin receptacle. US: creelighting.com (800) 236-6800 Canada: creelighting-canada.com (800) 473-1234 US: creelighting.com (800) 236-6800 Canada: creelighting-canada.com (800) 473-1234 OSQ™ LED Area/Flood Luminaire featuring Cree TrueWhite® Technology – Medium & Large Q Option Power & Lumen Data – 11L Lumen Package Q Option Setting X Option Setting CCT/CRI System Watts 120-480V Utility Wattage Label Lumen Values Optics Qualified on DLC QPL Asymmetric 5M 5N, 5Q & Floods 2M w/ BLS 3M w/ BLS 4M w/BLS Standard Premium Q9 (Full Power) N/A (Full Power) 30K (70 CRI) 72 70 10,800 10,850 11,450 8,300 8,525 8,300 TBD TBD 40K (70 CRI)11,175 11,325 11,950 8,575 8,825 8,575 TBD TBD 50K (90 CRI)9,600 9,575 10,125 7,375 7,575 7,375 TBD TBD 57K (70 CRI)11,175 11,325 11,950 8,575 8,825 8,575 TBD TBD Q8 X8 30K (70 CRI) 67 70 10,375 10,425 11,000 7,975 8,175 7,975 TBD TBD 40K (70 CRI) 10,725 10,875 11,475 8,225 8,475 8,225 TBD TBD 50K (90 CRI) 9,225 9,200 9,725 7,075 7,275 7,075 TBD TBD 57K (70 CRI) 10,725 10,875 11,475 8,225 8,475 8,225 TBD TBD Q7 X7 30K (70 CRI) 64 60 9,925 9,975 10,525 7,625 7,850 7,625 TBD TBD 40K (70 CRI) 10,275 10,425 11,000 7,900 8,125 7,900 TBD TBD 50K (90 CRI) 8,825 8,800 9,325 6,775 6,975 6,775 TBD TBD 57K (70 CRI) 10,275 10,425 11,000 7,900 8,125 7,900 TBD TBD Q6 X6 30K (70 CRI) 60 60 9,175 9,225 9,725 7,050 7,250 7,050 TBD TBD 40K (70 CRI) 9,500 9,625 10,150 7,300 7,500 7,300 TBD TBD 50K (90 CRI) 8,150 8,150 8,600 6,275 6,450 6,275 TBD TBD 57K (70 CRI) 9,500 9,625 10,150 7,300 7,500 7,300 TBD TBD Q5 X5 30K (70 CRI) 57 60 8,975 9,000 9,500 6,900 7,075 6,900 TBD TBD 40K (70 CRI) 9,275 9,400 9,925 7,125 7,325 7,125 TBD TBD 50K (90 CRI) 7,975 7,950 8,400 6,125 6,275 6,125 TBD TBD 57K (70 CRI) 9,275 9,400 9,925 7,125 7,325 7,125 TBD TBD Q4 X4 30K (70 CRI) 54 50 8,650 8,675 9,150 6,650 6,825 6,650 TBD TBD 40K (70 CRI) 8,950 9,050 9,550 6,850 7,050 6,850 TBD TBD 50K (90 CRI) 7,675 7,650 8,100 5,900 6,050 5,900 TBD TBD 57K (70 CRI) 8,950 9,050 9,550 6,850 7,050 6,850 TBD TBD Q3 X3 30K (70 CRI) 49 50 7,875 7,925 8,350 6,050 6,225 6,050 TBD TBD 40K (70 CRI) 8,150 8,275 8,725 6,250 6,450 6,250 TBD TBD 50K (90 CRI) 7,000 7,000 7,400 5,375 5,525 5,375 TBD TBD 57K (70 CRI) 8,150 8,275 8,725 6,250 6,450 6,250 TBD TBD Q2 X2 30K (70 CRI) 44 40 7,025 7,050 7,450 5,400 5,550 5,400 TBD TBD 40K (70 CRI) 7,275 7,350 7,775 5,575 5,725 5,575 TBD TBD 50K (90 CRI) 6,250 6,225 6,575 4,790 4,920 4,790 TBD TBD 57K (70 CRI) 7,275 7,350 7,775 5,575 5,725 5,575 TBD TBD Q1 X1 30K (70 CRI) 37 40 5,950 5,975 6,300 4,570 4,690 4,570 TBD TBD 40K (70 CRI) 6,150 6,225 6,575 4,720 4,850 4,720 TBD TBD 50K (90 CRI) 5,275 5,275 5,575 4,060 4,170 4,060 TBD TBD 57K (70 CRI) 6,150 6,225 6,575 4,720 4,850 4,720 TBD TBD Field Adjustable Output (Q9/Q8/Q7/Q6/Q5/Q4/Q3/Q2/Q1) Option Description: The Field Adjustable Output option enables the OSQ area luminaires to be tuned to the exact needs of a particular application through multiple levels of adjustment. When ordered with the Q option, the luminaire will be shipped from the factory at the selected Q setting and will be fully adjustable between the nine settings. When ordered with the N option, the luminaire will include a wattage label that indicates the wattage of the luminaire at the selected lumen output (Rounded to nearest 10 watts per ANSI C136.15-2015.). Additional dimming functionality is available when a dimming control (by others) is used in the 7-Pin receptacle. Locked Lumen Output (X8/X7/X6/X5/X4/X3/X2/X1) Option Description: The Locked Lumen Output option on this page permanently locks the lumen output on the OSQ area luminaire to the setting selected. When ordered with the X option, the luminaire will be shipped from the factory at the lumen output setting selected and will only be able to be adjusted down in the field through a dimming control (by others). When ordered with the N option, the luminaire will include a wattage label that indicates the wattage of the luminaire at the selected lumen output (Rounded to nearest 10 watts per ANSI C136.15-2015.). Additional dimming functionality is available when a dimming control (by others) is used in the 7-Pin receptacle. US: creelighting.com (800) 236-6800 Canada: creelighting-canada.com (800) 473-1234 US: creelighting.com (800) 236-6800 Canada: creelighting-canada.com (800) 473-1234 OSQ™ LED Area/Flood Luminaire featuring Cree TrueWhite® Technology – Medium & Large Q Option Power & Lumen Data – 16L Lumen Package Q Option Setting X Option Setting CCT/CRI System Watts 120-480V Utility Wattage Label Lumen Values Optics Qualified on DLC QPL Asymmetric 5M 5N, 5Q & Floods 2M w/BLS 3M w/BLS 4M w/BLS Standard Premium Q9 (Full Power) N/A (Full Power) 30K (70 CRI) 104 100 15,500 14,650 15,475 11,925 12,250 11,925 TBD TBD 40K (70 CRI)16,100 15,300 16,125 12,350 12,700 12,350 TBD TBD 50K (90 CRI)13,800 12,950 13,675 10,600 10,900 10,600 TBD TBD 57K (70 CRI)16,100 15,300 16,125 12,350 12,700 12,350 TBD TBD Q8 X8 30K (70 CRI) 100 100 14,875 14,075 14,850 11,450 11,750 11,450 TBD TBD 40K (70 CRI) 15,500 14,700 15,500 11,850 12,200 11,850 TBD TBD 50K (90 CRI) 13,250 12,425 13,125 10,175 10,475 10,175 TBD TBD 57K (70 CRI) 15,500 14,700 15,500 11,850 12,200 11,850 TBD TBD Q7 X7 30K (70 CRI) 96 100 14,250 13,475 14,225 10,975 11,275 10,975 TBD TBD 40K (70 CRI) 14,800 14,075 14,825 11,350 11,675 11,350 TBD TBD 50K (90 CRI) 12,700 11,925 12,575 9,750 10,025 9,750 TBD TBD 57K (70 CRI) 14,800 14,075 14,825 11,350 11,675 11,350 TBD TBD Q6 X6 30K (70 CRI) 88 90 13,175 12,450 13,150 10,125 10,425 10,125 TBD TBD 40K (70 CRI) 13,675 13,000 13,700 10,500 10,800 10,500 TBD TBD 50K (90 CRI) 11,725 11,000 11,625 9,000 9,275 9,000 TBD TBD 57K (70 CRI) 13,675 13,000 13,700 10,500 10,800 10,500 TBD TBD Q5 X5 30K (70 CRI) 85 90 12,875 12,150 12,850 9,900 10,175 9,900 TBD TBD 40K (70 CRI) 13,375 12,700 13,375 10,250 10,550 10,250 TBD TBD 50K (90 CRI) 11,450 10,750 11,350 8,800 9,050 8,800 TBD TBD 57K (70 CRI) 13,375 12,700 13,375 10,250 10,550 10,250 TBD TBD Q4 X4 30K (70 CRI) 81 80 12,400 11,725 12,375 9,550 9,800 9,550 TBD TBD 40K (70 CRI) 12,875 12,250 12,900 9,875 10,150 9,875 TBD TBD 50K (90 CRI) 11,050 10,350 10,950 8,475 8,725 8,475 TBD TBD 57K (70 CRI) 12,875 12,250 12,900 9,875 10,150 9,875 TBD TBD Q3 X3 30K (70 CRI) 73 70 11,325 10,700 11,300 8,700 8,950 8,700 TBD TBD 40K (70 CRI) 11,750 11,175 11,775 9,025 9,275 9,025 TBD TBD 50K (90 CRI) 10,075 9,450 9,975 7,750 7,950 7,750 TBD TBD 57K (70 CRI) 11,750 11,175 11,775 9,025 9,275 9,025 TBD TBD Q2 X2 30K (70 CRI) 65 70 10,075 9,525 10,050 7,750 7,975 7,750 TBD TBD 40K (70 CRI) 10,475 9,950 10,475 8,025 8,250 8,025 TBD TBD 50K (90 CRI) 8,975 8,425 8,900 6,900 7,075 6,900 TBD TBD 57K (70 CRI) 10,475 9,950 10,475 8,025 8,250 8,025 TBD TBD Q1 X1 30K (70 CRI) 54 50 8,525 8,050 8,500 6,550 6,750 6,550 TBD TBD 40K (70 CRI) 8,850 8,425 8,875 6,800 6,975 6,800 TBD TBD 50K (90 CRI) 7,600 7,125 7,525 5,825 6,000 5,825 TBD TBD 57K (70 CRI) 8,850 8,425 8,875 6,800 6,975 6,800 TBD TBD Field Adjustable Output (Q9/Q8/Q7/Q6/Q5/Q4/Q3/Q2/Q1) Option Description: The Field Adjustable Output option enables the OSQ area luminaires to be tuned to the exact needs of a particular application through multiple levels of adjustment. When ordered with the Q option, the luminaire will be shipped from the factory at the selected Q setting and will be fully adjustable between the nine settings. When ordered with the N option, the luminaire will include a wattage label that indicates the wattage of the luminaire at the selected lumen output (Rounded to nearest 10 watts per ANSI C136.15-2015.). Additional dimming functionality is available when a dimming control (by others) is used in the 7-Pin receptacle. Locked Lumen Output (X8/X7/X6/X5/X4/X3/X2/X1) Option Description: The Locked Lumen Output option on this page permanently locks the lumen output on the OSQ area luminaire to the setting selected. When ordered with the X option, the luminaire will be shipped from the factory at the lumen output setting selected and will only be able to be adjusted down in the field through a dimming control (by others). When ordered with the N option, the luminaire will include a wattage label that indicates the wattage of the luminaire at the selected lumen output (Rounded to nearest 10 watts per ANSI C136.15-2015.). Additional dimming functionality is available when a dimming control (by others) is used in the 7-Pin receptacle. US: creelighting.com (800) 236-6800 Canada: creelighting-canada.com (800) 473-1234 US: creelighting.com (800) 236-6800 Canada: creelighting-canada.com (800) 473-1234 OSQ™ LED Area/Flood Luminaire featuring Cree TrueWhite® Technology – Medium & Large Field Adjustable Output (Q9/Q8/Q7/Q6/Q5/Q4/Q3/Q2/Q1) Option Description: The Field Adjustable Output option enables the OSQ area luminaires to be tuned to the exact needs of a particular application through multiple levels of adjustment. When ordered with the Q option, the luminaire will be shipped from the factory at the selected Q setting and will be fully adjustable between the nine settings. Q Option Power & Lumen Data – 22L Lumen Package Q Option Setting CCT/ CRI System Watts 120-480V Utility Wattage Label Lumen Values Optics Qualified on DLC QPL Asymmetric 5M 5N, 5Q & Floods 2M w/ BLS 3M w/ BLS 4M w/BLS Standard Premium Q9 (Full Power) 30K7 132 130 20,700 20,200 21,300 15,900 16,300 15,900 TBD TBD 40K7 22,100 21,700 22,900 17,000 17,500 17,000 TBD TBD 50K9 18,600 19,800 20,900 14,250 14,650 14,250 TBD TBD 57K7 22,100 21,700 22,900 22,300 17,500 22,300 TBD TBD Q8 30K7 122 120 19,300 18,800 19,800 14,775 15,200 14,775 TBD TBD 40K7 20,600 20,200 21,300 15,800 16,300 15,800 TBD TBD 50K9 17,300 18,400 19,400 13,250 13,625 13,250 TBD TBD 57K7 20,600 20,200 21,300 15,800 16,300 15,800 TBD TBD Q7 30K7 117 120 18,600 18,200 19,200 14,300 14,675 14,300 TBD TBD 40K7 19,900 19,500 20,600 15,300 15,800 15,300 TBD TBD 50K9 16,700 17,800 18,800 12,825 13,175 12,825 TBD TBD 57K7 19,900 19,500 20,600 15,300 15,800 15,300 TBD TBD Q6 30K7 108 110 17,200 16,800 17,700 13,200 13,525 13,200 TBD TBD 40K7 18,300 18,000 19,000 14,100 14,525 14,100 TBD TBD 50K9 15,400 16,400 17,300 11,825 12,150 11,825 TBD TBD 57K7 18,300 18,000 19,000 14,100 14,525 14,100 TBD TBD Q5 30K7 104 100 16,800 16,400 17,300 12,875 13,200 12,875 TBD TBD 40K7 17,900 17,600 18,500 13,775 14,175 13,775 TBD TBD 50K9 15,100 16,000 16,900 11,550 11,875 11,550 TBD TBD 57K7 17,900 17,600 18,500 13,775 14,175 13,775 TBD TBD Q4 30K7 99 100 16,100 15,800 16,600 12,400 12,725 12,400 TBD TBD 40K7 17,200 16,900 17,900 13,250 13,650 13,250 TBD TBD 50K9 14,500 15,400 16,300 11,125 11,425 11,125 TBD TBD 57K7 17,200 16,900 17,900 13,250 13,650 13,250 TBD TBD Q3 30K7 89 90 14,700 14,350 15,100 11,300 11,575 11,300 TBD TBD 40K7 15,700 15,400 16,300 12,075 12,425 12,075 TBD TBD 50K9 13,200 14,050 14,850 10,125 10,400 10,125 TBD TBD 57K7 15,700 15,400 16,300 12,075 12,425 12,075 TBD TBD Q2 30K7 80 80 13,250 12,925 13,625 10,175 10,425 10,175 TBD TBD 40K7 14,150 13,900 14,650 10,875 11,200 10,875 TBD TBD 50K9 11,900 12,675 13,375 9,125 9,375 9,125 TBD TBD 57K7 14,150 13,900 14,650 10,875 11,200 10,875 TBD TBD Q1 30K7 66 70 10,975 10,700 11,300 8,425 8,650 8,425 TBD TBD 40K7 11,725 11,500 12,125 9,000 9,275 9,000 TBD TBD 50K9 9,850 10,500 11,075 7,550 7,775 7,550 TBD TBD 57K7 11,725 11,500 12,125 9,000 9,275 9,000 TBD TBD US: creelighting.com (800) 236-6800 Canada: creelighting-canada.com (800) 473-1234 US: creelighting.com (800) 236-6800 Canada: creelighting-canada.com (800) 473-1234 OSQ™ LED Area/Flood Luminaire featuring Cree TrueWhite® Technology – Medium & Large Field Adjustable Output (Q9/Q8/Q7/Q6/Q5/Q4/Q3/Q2/Q1) Option Description: The Field Adjustable Output option enables the OSQ area luminaires to be tuned to the exact needs of a particular application through multiple levels of adjustment. When ordered with the Q option, the luminaire will be shipped from the factory at the selected Q setting and will be fully adjustable between the nine settings. Q Option Power & Lumen Data –30L Lumen Package Q Option Setting CCT/ CRI System Watts 120-480V Utility Wattage Label Lumen Values Optics Qualified on DLC QPL Asymmetric 5M 5N, 5Q & Floods 2M w/ BLS 3M w/ BLS 4M w/BLS Standard Premium Q9 (Full Power) 30K7 202 200 27,800 26,600 28,400 21,400 21,900 21,400 TBD TBD 40K7 29,100 27,800 29,700 22,300 23,000 22,300 TBD TBD 50K9 22,300 23,600 25,200 17,100 17,600 17,100 TBD TBD 57K7 29,100 27,800 29,700 22,300 23,000 22,300 TBD TBD Q8 30K7 191 190 27,000 25,800 27,500 20,800 21,200 20,800 TBD TBD 40K7 28,200 27,000 28,800 21,600 22,300 21,600 TBD TBD 50K9 21,600 22,900 24,400 16,600 17,100 16,600 TBD TBD 57K7 28,200 27,000 28,800 21,600 22,300 21,600 TBD TBD Q7 30K7 181 180 25,600 24,500 26,100 19,700 20,100 19,700 TBD TBD 40K7 26,800 25,600 27,300 20,500 21,200 20,500 TBD TBD 50K9 20,500 21,700 23,200 15,700 16,200 15,700 TBD TBD 57K7 26,800 25,600 27,300 20,500 21,200 20,500 TBD TBD Q6 30K7 173 170 24,700 23,700 25,300 19,000 19,500 19,000 TBD TBD 40K7 25,900 24,700 26,400 19,800 20,500 19,800 TBD TBD 50K9 19,800 21,000 22,400 15,200 15,700 15,200 TBD TBD 57K7 25,900 24,700 26,400 19,800 20,500 19,800 TBD TBD Q5 30K7 159 160 22,800 21,800 23,300 17,500 18,000 17,500 TBD TBD 40K7 23,900 22,800 24,400 18,300 18,900 18,300 TBD TBD 50K9 18,300 19,400 20,700 14,025 14,425 14,025 TBD TBD 57K7 23,900 22,800 24,400 18,300 18,900 18,300 TBD TBD Q4 30K7 143 140 21,100 20,200 21,600 16,300 16,600 16,300 TBD TBD 40K7 22,100 21,100 22,600 16,900 17,500 16,900 TBD TBD 50K9 16,900 17,900 19,200 13,000 13,375 13,000 TBD TBD 57K7 22,100 21,100 22,600 16,900 17,500 16,900 TBD TBD Q3 30K7 128 130 18,900 18,100 19,300 14,550 14,900 14,550 TBD TBD 40K7 19,800 18,900 20,200 15,200 15,600 15,200 TBD TBD 50K9 15,200 16,000 17,100 11,625 11,975 11,625 TBD TBD 57K7 19,800 18,900 20,200 15,200 15,600 15,200 TBD TBD Q2 30K7 114 110 17,000 16,200 17,300 13,050 13,350 13,050 TBD TBD 40K7 17,800 17,000 18,100 13,600 14,025 13,600 TBD TBD 50K9 13,600 14,400 15,400 10,425 10,725 10,425 TBD TBD 57K7 17,800 17,000 18,100 13,600 14,025 13,600 TBD TBD Q1 30K7 104 100 15,300 14,625 15,600 11,775 12,050 11,775 TBD TBD 40K7 16,000 15,300 16,300 12,275 12,650 12,275 TBD TBD 50K9 12,275 12,975 13,850 9,400 9,675 9,400 TBD TBD 57K7 16,000 15,300 16,300 12,275 12,650 12,275 TBD TBD US: creelighting.com (800) 236-6800 Canada: creelighting-canada.com (800) 473-1234 US: creelighting.com (800) 236-6800 Canada: creelighting-canada.com (800) 473-1234 10.0"(254mm) 7.0"(178mm) 23.0"(585mm) 19.0"(482mm) 9.6"(245mm) 7.4"(189mm) 19.0"(482mm) 10.6"(270mm) 3.1"(79mm) 4.4"(112mm) NEMA® 7-Pin PhotocellReceptacle location(ordered as an option) OSQM: 27.6" (701mm)OSQL: 29.8" (757mm) 3.5"(89mm) 4.0"(102mm) OSQ-ML-B-AA Mount OSQ-ML-B-TSP Mount OSQ Large luminaire shown. OSQ Large luminaire shown. OSQ-ML-B-TM Mount Luminaire Weight OSQM 28.4 lbs. (12.9kg) OSQL 32.0 lbs. (14.5kg) Luminaire Weight OSQM 42.0 lbs. (19.1kg) OSQL 44.0 lbs. (20.0kg) Luminaire Weight OSQM 32.6 lbs. (14.8kg) OSQL 36.1 lbs. (16.4kg) RR RL RR/RL Configuration OSQ™ LED Area/Flood Luminaire featuring Cree TrueWhite® Technology – Medium & Large 5.6"(141mm) 6.6"(167mm) OSQM: 24.4" (619mm)OSQL: 26.6" (675mm) 19.0"(482.0mm) 4.0"(102mm) © 2021 Cree Lighting, A company of IDEAL INDUSTRIES. All rights reserved. For informational purposes only. Content is subject to change. Patent www.creelighting.com/patents. Cree®, the Cree logo, TrueWhite®, Cree TrueWhite®, and the Cree TrueWhite Technology logo are registered trademarks of Cree, Inc. NanoOptic® and Colorfast DeltaGuard® are registered trademarks, and Precision Delivery Grid™ and OSQ™ are trademarks of Cree Lighting, A company of IDEAL INDUSTRIES. The UL logo is a registered trademark of UL LLC. NEMA® is a registered trademark of the National Electrical Manufacturers Association. The DLC QPL logo and the DLC QPL Premium logo are registered trademarks of Efficiency Forward, Inc. Synapse® is a registered trademark of Synapse Wireless, Inc. Verizon® is a registered trademark of Verizon Trademark Services LLC. US: creelighting.com (800) 236-6800 Canada: creelighting-canada.com (800) 473-1234 US: creelighting.com (800) 236-6800 Canada: creelighting-canada.com (800) 473-1234 UA Mount UB Mount Input Power Designator Weight DIM "A"DIM "B" B/K/Z 29.5 lbs. (13.4kg) 18.0" (458mm) 21.2" (538mm) T/U 33.1 lbs. (15.0kg) 19.6" (498mm) 22.8" (578mm) Input Power Designator Weight DIM "A"DIM "B" B/K/Z 29.5 lbs. (13.4kg) 18.0" (458mm) 21.2" (538mm) T/U 33.1 lbs. (15.0kg) 19.6" (498mm) 22.8" (578mm) Input Power Designator Weight DIM "A"DIM "B" B/K/Z 32.6 lbs. (14.8kg) 24.4" (619mm) 5.6" (189.0mm) T/U 36.1 lbs. (16.4kg) 26.6" (675mm) 7.4" (189mm) OSQ™ LED Area/Flood Luminaire featuring Cree TrueWhite® Technology – Medium & Large 19.0"(482mm) “A” “B” 19.0"(482mm) “A” “B” "B" UD Mount 5.6"(141mm) 6.6"(167mm) "A" 19.0"(482mm) 4.0"(102mm)