Loading...
HomeMy WebLinkAbout22SITE5 Applicant Response Ltr 07062022 John U. Faulise, Jr., L.S. Demian A. Sorrentino, AICP, C.S.S. David C. McKay, P.E. Gerald J. Stefon, L.S. (1952-2021) Jacob S. Faulise, E.I.T. Boundaries LLC 179 Pachaug River Drive P.O. Box 184 Griswold, CT 06351 T 860.376.2006 | F 860.376.5899 www.boundariesllc.net TRANSMITTAL July 6, 2022 To: Ms. Liz Burdick Town Planner 310 Norwich-New London Turnpike Uncasville, CT 06382 RE: Revised Plans and Comment Response Application: 22 SITE 5 Location: 125 Depot Rd (M/B/L 071-007-000) & 133 Depot Rd (M/B/L 071-001-000), Depot Rd (M/B/L 071-013-000) and 55 Dock Rd (M/B/L 071-008-000), Uncasville, CT Applicant: Gateway Montville, LLC Boundaries LLC Job I.D. No. 22-3140 Dear Ms. Burdick; Please find enclosed the following revised plans prepared in accordance with your plan review letter received on July 1, 2022 and the Montville Water Pollution Control Authority’s plan review letter received July 6, 2022: • Ten (10) copies of site plans entitled “Site Operations/Development Plan, prepared for Gateway Montville, LLC, 125 Depot Rd (M/B/L 071-007-000), 133 Depot Rd (M/B/L 071-001-000), Depot Rd (M/B/L 071-013-000) and 55 Dock Rd (M/B/L 071-008-000), Uncasville, Connecticut, May 2022, Rev. B – Per Town Staff Review – 7/5/22.” • Ten (10) copies of a memorandum prepared by RACE Coastal Engineering entitled “FEMA Compliance Review – 125 Depot Road, Montville, CT.” • Ten (10) copies of the completed CT DEEP Industrial Stormwater Discharge permits for 125 and 133 Depot Road. • Ten (10) copies of proposed lighting fixture cut sheets. • Ten (10) copies of sketches of the proposed overhead conveyor from the pier to the shore provided per the Town Engineer’s review letter. Please see below for a summary of the comments received and responses reflected by the revised plans and documents. Page 2 • Traffic: 1. A representative of F.A. Hesketh & Associates, Inc. should be present at the July 12, 2022 meeting to summarize the report. 2. The report does not address site activity that will commence after the Phase II filling for new rail spurs and additional volume for the transporting of materials to the site for shipping from it. A modified study should be presented at the time the Applicant applies for future phases of activities. o A representative of F.A. Hesketh & Associates, Inc. has been requested to be present on July 12 to present the findings of the traffic study for the development. The traffic study will be updated to accommodate future phases of development in conjunction with future Site Plan Applications to the Planning & Zoning Commission. • Flood Hazard Zone: The project as submitted appears to be compliant with Zoning Regulations Section 15.2 (Special Flood Hazard Area Requirements – SFHA). Submit a copy of the report that supports the designation of tidally influenced. o RACE Coastal Engineering has prepared the enclosed FEMA Compliance Review Memorandum. The memorandum states that the proposed development is consistent with Section 15.2 of the Montville Zoning Regulations as the development does not result in an increase in the water surface elevation of the base flood. • Provide a list of all required State of CT DEEP permits and copies of any applications for permits submitted to date. o The construction of the proposed development requires registration for the Connecticut Department of Energy and Environmental Protection (CT DEEP) General Permit for the Discharge of Stormwater and Dewatering Wastewaters from Construction Activities (registration submitted July 5, 2022). The operation of the site requires registration for the CT DEEP General Permit for the Discharge of Stormwater Associated with Industrial Activity (issued March 10, 2022 – GSI002986 and GSI002987). Construction of any pile supported structures or ramps to facilitate access to the existing pier will require permits from the United States Army Corps of Engineers (USACOE) and CT DEEP. • Cover Sheet. Revise to add address & map/block/lot number for all four properties involved in this application (125 Depot Rd (M/B/L 071-007-000) & 133 Depot Rd (M/B/L 071-001-000), Depot Rd (M/B/L 071-013-000) and 55 Dock Rd (M/B/L 071-008-000), Uncasville, CT) to the main title (vs., or in addition to, listed below on lower left side). o The title has been revised as requested. • Depot Rd MBL 071-013-000 property lines are not shown on the plan set, including survey plan. o The property line has been added to all sheets in the plan set. • 55 Dock Road is not shown on survey plan. Revise to add. o 55 Dock Road Improvement Location & Topographic Survey has been added as Sheet 5. • Advise any cross easements required for the four properties to be utilized as one facility. o Gateway Montville LLC’s lease area for the construction and operation of the facility encompasses all four properties and as such cross easements are not required. • Revise plan to add sheet (similar to Sheet 17) showing boundaries of all properties and limits of flood zones. o An overall aerial photo of the property showing property lines and the limits of the Special Flood Hazard Area has been added to Sheet 23. Page 3 • Sheet 7. Revise Zoning Compliance table to include information for all four lots (v. 125 & 133 Depot Road. Add setbacks for office trailer structure. o The Zoning Compliance Table has been updated to include all four lots. The proposed office trailer is located on MBL 071-013-000 and the setbacks to the structure have been added to the table. • Guard Shack structure is located in Town Right of way and is being proposed for use by the Applicant. Town of Montville shall determine if the use of the structure is permitted or the structure shall be removed. o The structure is an existing non-conformity that is intended to be used as a security office consistent with its historical use at the facility. The applicant is willing to add the Town of Montville as an additional insured with respect to the use of the guard shack located within the right-of-way. • Revise plan to show site lighting locations and detail for lights. o Lighting cut sheets are enclosed with this letter and a photometrics plan has been added as Sheet 24. • Revise plan to show detail for proposed evergreen trees. o A tree planting detail is included on Sheet 23. Per the note on Sheets 8 and 9 the proposed Green Giant arborvitae shall be planted at 6 feet on center and shall be 6 feet tall at the time of planting. • Revise plan to show retaining walls on 55 Dock Road adjacent to Town lease area and wall details. o The proposed retaining wall and construction detail have been added to Sheet 18. • Driveways shown on site plan and driveway profile plan are disconnected in some locations. Revise to show complete driveway boundaries. o The match line location has been revised to display the proposed driveway on a single sheet. The proposed driveway is also shown in plan and profile for its entirety on Sheet 17. • Are you really proposing no new connection and no use of a water service for the site? o There is no need for water or sewer service for the currently proposed use of the site. • Are you really proposing not to utilize the sewer pump station and to only “Harden it” against flood elevations? o The pump station top of frame elevations are proposed to be adjusted in conjunction with the overall grading of the site to raise the area above the base flood elevation for possible future development. The pump station structure is intended to be protected in this fashion so it could be available to serve any future development that might occur. • Will there be any use of water and sewer in the existing building to be repurposed for office space? o The existing security office is not served by water or sewer and there is no intention to connect the building to water or sewer as part of this proposal. The proposed portable toilet is intended to be used by any staff in the security office. Page 4 If you have any questions regarding this correspondence or the attached documents, please contact me at your convenience. Sincerely, David C. McKay, P.E. John U. Faulise Jr., L.S. Boundaries LLC Boundaries LLC 611 Access Road, Stratford, CT 06615 | 203.377.0663 | racecoastal.com MEMORANDUM TO: MARK AUGUR, GATEWAY TERMINAL JOHN REECE, GATEWAY TERMINAL FROM: DEVIN SANTA, PE & HAILEY SIMPSON SUBJECT: FEMA COMPLIANCE REVIEW – 125 DEPOT ROAD, MONTVILLE, CT DATE: MAY 26, 2022 CC: RACE FILE NO. 2022035 RACE Coastal Engineering (RACE) has conducted a review of impacts to FEMA flood zones associated with placement of fill at 125 Depot Road in Montville, CT. The analysis was performed along Horton Cove and the Thames River adjacent to the project site using the U.S. Army Corps of Engineers’ (USACE) Hydrologic Engineering Center’s River Analysis System (HEC-RAS). The primary purpose of the review is to determine whether the proposed structural fill will impact the water surface elevations on the project site and adjacent sites, when compared to the existing water surface elevations associated with the existing site conditions. The USACE’s Hydrologic Engineering Center’s River Analysis System (HEC-RAS) was used to perform a one-dimensional (1-D) steady flow model of the river system adjacent to the project site. The 1-D HEC-RAS model allows the user to calculate water surface profiles along the length of the river as a function of recorded hydraulic variables and the geometry of the river based on existing and proposed conditions at the project site. For this analysis, the model uses the one-dimensional energy equation to calculate the water surface profiles for gradually varied flow. The 1-D steady flow analysis calls upon the known baseline flow rate of the river and the known baseline water-surface elevation of the river associated with a specific storm event. In addition, the geometry of the river system is able to be altered to represent the natural river system as well as a river system that has added structural components such as structural fill, culverts, bridges and buildings. As structural elements are added into the HEC-RAS model, energy losses around these objects are assessed by the momentum equation, energy losses due to differences in bottom friction and water velocity differences surrounding the structures. The HEC-RAS model was used to compute the hydraulic properties of the river adjacent to the project site to determine if the effective FEMA flood zone base flood elevations (BFE) per FEMA Flood Insurance Rate map (FIRM) No. 09011C0361J, with an effective date of August 5, 2013, will be impacted by the proposed structural fill at the project site. In accordance with recommended FEMA guidelines, the hydraulics were computed for a 100-year design storm event. The topographic/bathymetric data and hydraulic flow data assumptions for the storm simulation that were used throughout the HEC-RAS model analysis have been listed below: Planimetric & Topographic/Bathymetric Data Assumptions • Topographic/Bathymetric Data: o “Connecticut Statewide Lidar DEM 2016” prepared by NOAA Office for Coastal Management o NOS Survey Id. H08936 – New London to Norwich general locality Thames River prepared by National Ocean Survey, N.O.A.A. dated February 12, 1969 125 DEPOT ROAD MAY 26, 2022 MONTVILLE, CT FEMA FLOODPLAIN COMPLIANCE REVIEW RACE COASTAL ENGINEERING o “Site Operations/Development Plan, 125 & 133 Depot Road” prepared for Gateway Montville, LLC, 125 & 133 Deopt Road, Uncasville, Connecticut, progress print dated 05-05-2022 o FEMA FIS #09011CV001C revised April 3, 2020 • Manning’s n Values: o Derived from site photographs and from the HEC-RAS River Analysis System – Hydraulic Reference Manual Version 5.0 – Basic Data Requirements – Chapter 3 – Table 3-1 dated February 2016 • Site Assumptions: o RACE site visit on April 8, 2022 Hydraulic Flow Data Assumptions – 100-year Storm Simulation Table 1: Hydraulic Data Numerical Assumptions • 100-year Storm Base Flood Water Surface Elevation o FEMA FIRM No. 09011C0361J effective August 5, 2013 – AE Zone with BFE elevation +11 feet • 100-year Storm Base Flood Peak Discharge Flow Rate o StreamStats Report – Horton Cove, Region ID: CT, Workspace ID: CT20220503151650398000, Clicked Point (Latitude, Longitude): 41.43840, -72.09608, Time: 2022-05-03 08:17:22 -0700 o StreamStats Report – Thames River, Region ID: CT, Workspace ID: CT20220502211040691000, Clicked Point (Latitude, Longitude): 41.44768, -72.08435, Time: 2022-05-02 14:11:15 -0700 • Assumed Subcritical Flow for the 100-year Storm Simulation The 100-year storm peak discharge flow rates for Horton Cove and the Thames River were entered into the hydraulic flow model upstream of the project site and at their confluence. Since the Thames River is a gradually sloped, natural river system, subcritical flow was assumed and used for the computations. As such, computations began at the downstream end of the modeled river reach, and the 100-year base flood water surface elevation was entered as the downstream boundary condition. The 100-year base flood water surface elevation includes storm surge originating from the Long Island Sound. Hydraulic flow assumptions applied within the existing condition HEC-RAS model remained consistent when calculating the hydraulic outputs for the proposed condition HEC-RAS model. Topographic changes between the existing and proposed site conditions were taken from the site operations/development plan. Proposed topographic data was inserted into the proposed HEC-RAS model and cross sections were taken Water Surface Elevation (ft) Water Discharge Flow Rate (cfs) Horton Cove Not Applicable 3410 Thames River (Upstream)Not Applicable 81300 Thames River (Downstream)11 84710 125 DEPOT ROAD MAY 26, 2022 MONTVILLE, CT FEMA FLOODPLAIN COMPLIANCE REVIEW RACE COASTAL ENGINEERING at the same locations as the existing HEC-RAS model to provide a proper comparison of the hydraulic outputs. Water surface elevation (WSE) is a direct hydraulic output of the HEC-RAS model and therefore the changes in WSE between the existing and proposed site conditions were compared. The Town of Montville Zoning Regulations Section 15.2 Special Flood Hazard Area (SFHA) Requirements state: In AE-Zones where base flood elevations have been determined, but before a floodway is designated, require that no new construction, substantial improvement, or other development (including fill) be permitted which would increase base flood elevations more than one foot (1’) at any point within the community when all anticipated development is considered cumulatively with the proposed development. Table 2, below, depicts the HEC-RAS model WSE outputs at each HEC-RAS river station for the existing and proposed site conditions. The effective FEMA BFE as depicted on FEMA FIRM No. 09011C0361J, with an effective date of August 5, 2013, is included to compare the HEC-RAS WSE outputs for each condition with the effective BFE published by FEMA. 125 DEPOT ROAD MAY 26, 2022 MONTVILLE, CT FEMA FLOODPLAIN COMPLIANCE REVIEW RACE COASTAL ENGINEERING Table 2: Water Surface Elevation Summary Table - Existing vs. Proposed HEC-RAS Model River Reach HEC-RAS River Station Water Surface Elevation (Feet) Effective FEMA Base Flood Elevation** (BFE) Existing Model Proposed Model Change in Water Surface Elevation Thames River (Upstream) 14421 11.41 11.41 0 12 13206 11.38 11.38 0 12 12100 11.32 11.32 0 12 11636 11.29 11.30 0.01 12 11041 11.30 11.30 0 12 10525 11.27 11.28 0.01 12 9975 11.12 11.13 0.01 12 9288 11.06 11.06 0 12 8882 11.09 11.09 0 12 8534 11.10 11.10 0 12 Thames River (Downstream) 7340 11.12 11.12 0 11 6822* 11.12 11.12 0 11 6585* 11.07 11.07 0 11 6198* 11.05 11.04 -0.01 11 5703 11.04 11.04 0 11 5271 11.06 11.06 0 11 4475 11.06 11.06 0 11 3146 11.03 11.03 0 11 1756 11.01 11.01 0 11 822 11.00 11.00 0 11 Horton Cove 1373 11.21 11.21 0 12 565 11.21 11.21 0 12 *HEC-RAS river stations located at the project site. **FEMA FIRM No. 09011C0361J, with an effective date of August 5, 2013 In agreement with the Town of Montville Zoning Regulations Section 15.2 Special Flood Hazard Area (SFHA) Requirements, the HEC-RAS model WSE outputs of the proposed site conditions do not increase the base flood elevations more than one foot (1’) at any point within the community when compared to the WSE output of the existing site conditions. Additionally, the HEC-RAS model WSE outputs for the proposed model are less than or equal to the base flood elevations depicted on the FEMA FIRM No. 09011C0361J, with an effective date of August 5, 2013. It is the professional opinion of RACE, based on our review of FEMA’s data and the existing and proposed site grading plans, that the proposed structural fill is compliant with the Town of Montville Zoning Regulations Section 15.2 Special Flood Hazard Area (SFHA) Requirements. One Lithonia Way • Conyers, Georgia 30012 • Phone: 800-705-SERV (7378) • www.acuitybrands.com © 2019 Acuity Brands Lighting, Inc. All rights reserved. Lithonia RSXF4 Flood LED Rev. 05/13/20 Page 1 of 8 COMMERCIAL OUTDOOR RSXF4 LEDFloodlight Specifications Catalog Number Notes Type Introduction The new RSXF LED Flood family delivers maximum value by providing significant energy savings, long life and outstanding photometric performance at an affordable price. The RSXF4 delivers 40,000 to 85,000 lumens allowing it to replace 1000W and 1500W HID floodlights. The RSXF features an adjustable integral slipfitter that allows the luminaire to be mounted on a 2-3/8” OD tenon. Integral cover/wire box serves as an approved splice compartment allowing for fast, easy mounting and wiring without opening the electrical compartment. A yoke and other mounting configurations are available. EPA (ft2@45°):5.5 ft2 (0.51 m2) Length:30.0" (76.2 cm)(IS mount) Width:25.0" (63.5 cm) Height:3.0" (7.6 cm) Main Body7.6” (19.3 cm) Arm Weight (max):68 lbs (30.8 kg) Hit the Tab key or mouse over the page to see all interactive elements. Options Finish Shipped Installed PE Photocontrol, button style 6, 7 PEX Photocontrol external threaded, adjustable 7, 8 PER7 Seven-wire twist-lock receptacle only (no controls) 7, 9,10,11 CE34 Conduit entry 3/4” NPT (Qty 2) SF Single fuse (120, 277, 347) 4 DF Double fuse (208, 240, 480) 4 SPD20KV 20KV Surge pack (10KV standard) FAO Field adjustable output 7,11 DMG 0-10V dimming extend out back of housing for external control (control ordered separate) 7,11 DS Dual switching 7,11 Shipped Installed *Standalone and Networked Sensors/Controls (factory default settings, see table page 5) NLTAIR2 nLight AIR generation 2 11,12 PIRHN Networked, Bi-Level motion/ambient sensor (for use with NLTAIR2) 7, 11, 13, 14 *Note: PIRHN with nLight Air can be used as a standalone dimming sensor with out-of-box settings or as a wireless networked solution. See factory default settings table. Sensor coverage pattern is affected when luminaire is tilted. Shipped Separately (requires some field assembly) UBV Upper/bottom visor FV Full visor BS Bird spikes 15 DDBXD Dark Bronze DBLXD Black DNAXD Natural Aluminum DWHXD White DDBTXD Textured Dark Bronze DBLBXD Textured Black DNATXD Textured Natural Aluminum DWHGXD Textured White WW Ordering Information EXAMPLE: RSXF4 LED P8 40K WFL MVOLT IS DDBXD RSXF4 LED Series Performance Package Color Temperature Distribution Voltage Mounting RSXF4 LED P1 P2 P3 P4 P5 P6 P7 P8 30K 3000K 40K 4000K 50K 5000K AWFD Area Wide Forward WFL Wide Flood MFL Medium Flood 1 NFL Narrow Flood SP Spot NSP Narrow Spot MVOLT (120V-277V) 2 HVOLT (347V-480V) 3 (use specific voltage for options as noted) 120 4 277 4 208 4 347 4 240 4 480 4 IS Adjustable slipfitter (fits 2-3/8" OD tenon) 5 YKC64 Yoke with 16-3 SO cord, 4ft 5 AASP Adjustable tilt arm square pole mounting 5 AARP Adjustable tilt arm round pole mounting 5 AAWB Adjustable tilt arm with wall bracket 5 AAWSC Adjustable tilt arm wall bracket and surface conduit box 5 L W H L W H One Lithonia Way • Conyers, Georgia 30012 • Phone: 800-705-SERV (7378) • www.acuitybrands.com © 2019 Acuity Brands Lighting, Inc. All rights reserved. Lithonia RSXF4 Flood LED Rev. 05/13/20 Page 2 of 8 COMMERCIAL OUTDOOR Ordering Information NOTES1 MFL not available with performance packages P7 and P8. 2 MVOLT driver operates on any line voltage from 120-277V (50/60 Hz).3 HVOLT driver operates on any line voltage from 347-480V (50/60 Hz).4 Single fuse (SF) requires 120V, 277V or 347V. Double fuse (DF) requires 208V, 240V or 480V.5 Maximum tilt is 90° above horizontal.6 Requires MVOLT or 347V.7 Not available in combination with other light sensing control options (following options cannot be combined: PE, PEX, PER7, FAO, DMG, DS PIRHN). 8 Requires 120V, 208V, 240V, 277V or 347V. 9 Twistlock photocell ordered and shipped as a separate line item from Acuity Brands Controls. See accessories. Shorting Cap included. Dimming leads capped for future use.10 For units with option PER7, the mounting must be restricted to +/- 45° from horizontal aim per ANSI C136.10-2010.11 Two or more of the following options cannot be combined including DS, DMG, PER7, FAO and PIRHN.12 Must be ordered with PIRHN. 13 Must be ordered with NLTAIR2. For additional information on PIRHN visit here.14 Requires MVOLT or HVOLT. 15 Must be ordered with fixture for factory pre-drilling.16 Requires luminaire to be specified with PER7 option. Ordered and shipped as a separate line item from Acuity Brands Controls. AccessoriesOrdered and shipped separately. RSXF4FV (FINISH) U RSXF4 Full visor (specify finish) RSXF4UBV (FINISH) U RSXF4 Upper/bottom visor (specify finish) DLL127F 1.5 JU Photocell -SSL twist-lock (120-277V) 16 DLL347F 1.5 CUL JU Photocell -SSL twist-lock (347V) 16 DLL480F 1.5 CUL JU Photocell -SSL twist-lock (480V) 16 DSHORT SBK U Shorting cap 16 Pole/Mounting Informatiion UBV Visor - Top Mounted UBV Visor - Bottom Mounted Full Visor - 360° External Shields Accessories including bullhorns, cross arms and other adapters are available on pages 5-7. For the complete line of accessories available, visit the accessories tab at Lithonia's Outdoor Poles and Arms product page. Click here to visit Accessories. RSXF4 - Luminaire EPA Fixture Quantity & Mounting Configuration Single 2 @ 90 2 @ 180 3 @ 90 3 @ 120 4 @ 90 2 Side by Side 3 Side by Side 4 Side by Side Mounting Type Tilt IS - Integral Slipfitter AASP/AARP - Adjustable Arm Square/Round Pole 0° 0.69 1.34 1.36 1.80 2.00 2.66 1.39 2.08 2.78 10° 1.13 2.05 2.22 3.10 2.91 4.01 2.26 3.39 4.52 20° 1.91 3.14 3.57 4.84 4.26 6.23 3.82 5.73 7.64 30° 3.23 4.70 5.70 7.25 6.52 9.31 6.46 9.69 12.92 40° 4.71 6.04 7.96 9.37 9.04 12.04 9.42 14.13 18.84 45° 5.46 6.72 9.10 10.47 10.31 13.40 10.92 16.38 21.84 50° 5.58 7.29 9.51 11.46 10.93 14.56 11.16 16.74 22.32 60° 5.81 8.50 10.35 13.44 12.41 16.89 11.62 17.43 23.24 70° 6.13 9.29 10.98 14.92 13.50 18.57 12.26 18.39 24.52 80° 6.28 9.88 11.47 15.86 14.22 19.72 12.56 18.84 25.12 90° 6.43 10.17 11.78 16.26 14.56 20.33 12.86 19.29 25.72 YK - Yoke Mounting 0° 0.88 1.62 1.72 2.19 2.41 3.21 1.66 2.49 3.32 10° 1.31 2.32 2.58 3.42 3.36 4.55 2.53 3.80 5.06 20° 2.09 3.41 3.93 5.16 4.71 6.77 4.09 6.14 8.18 30° 3.41 4.97 6.06 7.57 6.97 9.85 6.73 10.10 13.46 40° 4.89 6.31 8.32 9.69 9.49 12.58 9.69 14.54 19.38 45° 5.64 6.99 9.46 10.79 10.76 13.94 11.19 16.79 22.38 50° 5.76 7.56 9.87 11.78 11.38 15.10 11.43 17.15 22.86 60° 5.99 8.77 10.71 13.76 12.86 17.43 11.89 17.84 23.78 70° 6.31 9.56 11.34 15.24 13.95 19.11 12.53 18.80 25.06 80° 6.46 10.15 11.83 16.18 14.67 20.26 12.83 19.25 25.66 90° 6.61 10.44 12.14 16.58 15.01 20.87 13.13 19.70 26.26 *Includes luminaire and integral mounting arm. Other tenons, arms, brackets or other accessories are not included in this EPA data. HANDHOLE ORIENTATION AHandhole B C D RSXF ADJUSTABLE ARM 5.25” 2.65” Template #8 RSX POLE DRILLING Top of Pole 0.563” 2.650” 1.325”0.400”(2 PLCS) Tenon O.D. RSX Mounting Single 2 @ 180 2 @ 90 3 @ 120 3 @ 90 4 @ 90 2 - 3/8" AARP AS3-5 190 AS3-5 280 AS3-5 290 AS3-5 320 AS3-5 390 AS3-5 490 2 - 7/8" AARP AST25-190 AST25-280 AST25-290 AST25-320 AST25-390 AST25-490 4" AARP AST35-190 AST35-280 AST35-290 AST35-320 AST35-390 AST35-490 Round Tenon Mount - Pole Top Slipfitters Drilling Template Mounting Option Single 2 @ 180 2 @ 90 3 @ 120 3 @ 90 4 @ 90 Head Location Side B Side B & D Side B & C Round Pole Only Side B, C & D Side A, B, C & D #8 Drill Nomenclature DM19AS DM28AS DM29AS DM32AS DM39AS DM49AS Drill Side Location by Configuration Type One Lithonia Way • Conyers, Georgia 30012 • Phone: 800-705-SERV (7378) • www.acuitybrands.com © 2019 Acuity Brands Lighting, Inc. All rights reserved. Lithonia RSXF4 Flood LED Rev. 05/13/20 Page 3 of 8 COMMERCIAL OUTDOOR To see complete photometric reports or download .ies files for this product, visit Lithonia Lighting’s RSX Flood homepage. Photometric Diagrams Isofootcandle plots for the RSXF4 LED P8 40K. Distances are in units of mounting height (40’). LEGEND 0.1 fc 0.5 fc 1.0 fc Performance Data Lumen Ambient Temperature (LAT) Multipliers Use these factors to determine relative lumen output for average ambient temperatures from 0-50°C (32-122°F). Ambient Ambient Lumen Multiplier 0°C 32°F 1.05 5°C 41°F 1.04 10°C 50°F 1.03 15°C 59°F 1.02 20°C 68°F 1.01 25°C 77°F 1.00 30°C 86°F 0.99 35°C 95°F 0.98 40°C 104°F 0.97 45°C 113°F 0.96 50°C 122°F 0.95 Current (A) Peformance Package System Watts (W)120V 208V 240V 277V 347V 480V P1 275W 2.34 1.38 1.22 1.08 0.83 0.62 P2 320W 2.60 1.56 1.37 1.22 0.97 0.71 P3 369W 3.08 1.79 1.57 1.39 1.09 0.80 P4 431W 3.61 2.11 1.88 1.76 1.24 0.90 P5 483W 3.97 2.28 1.99 1.74 1.36 0.98 P6 546W 4.48 2.55 2.21 1.93 1.54 1.12 P7 520W 4.28 2.47 2.15 1.88 1.54 1.11 P8 646W 5.54 3.13 2.71 2.34 1.90 1.37 Electrical Load Values calculated according to IESNA TM-21-11 methodology and valid up to 40°C. Operating Hours 50,000 75,000 100,000 Lumen Maintenance Factor >0.97 >0.95 >0.92 Projected LED Lumen Maintenance Luminaires tilted at 45˚ Visual - Template Tool These lighting calculation results are for general informational purposes only and are provided without warranty as to accuracy, completeness, reliability or otherwise. Results are based on user provided data and data provided from publicly available sources; actual field conditions may affect calculated output. Visit www.Visual-3D.com . Design Information Project Description Tuesday, August 06, 2019 Name Company Phone Email [ B ] - RSXF2 LED P6 40K WFL Manufacturer Lithonia Lighting Configuration SingleLamp Lumens 29749 Orientation SingleLamp Quantity 1 Mounting Height 40 Light Loss Factor 2.85 Arm Length 1 Input Power 246.6 Tilt 45 Max Illuminance 8 Area > 0.5fc 25086 Page 1 of 1Template Print 8/6/2019http://www.visual-3d.com/tools/template/Print.aspx?SessionID=3413354 WFLWFL Visual - Template Tool These lighting calculation results are for general informational purposes only and are provided without warranty as to accuracy, completeness, reliability or otherwise. Results are based on user provided data and data provided from publicly available sources; actual field conditions may affect calculated output. Visit www.Visual-3D.com . Design Information Project Description Tuesday, August 06, 2019 Name Company Phone Email [ B ] - RSXF2 LED P6 40K MFL Manufacturer Lithonia Lighting Configuration SingleLamp Lumens 31024 Orientation SingleLamp Quantity 1 Mounting Height 40 Light Loss Factor 2.12 Arm Length 1 Input Power 246.6 Tilt 45 Max Illuminance 13 Area > 0.5fc 17692 Page 1 of 1Template Print 8/6/2019http://www.visual-3d.com/tools/template/Print.aspx?SessionID=3413354 MFLMFL Visual - Template Tool These lighting calculation results are for general informational purposes only and are provided without warranty as to accuracy, completeness, reliability or otherwise. Results are based on user provided data and data provided from publicly available sources; actual field conditions may affect calculated output. Visit www.Visual-3D.com . Design Information Project Description Tuesday, August 06, 2019 Name Company Phone Email [ A ] - RSXF2 LED P6 40K AWFD Manufacturer Lithonia Lighting Configuration SingleLamp Lumens 30364 Orientation SingleLamp Quantity 1 Mounting Height 40 Light Loss Factor 2.8 Arm Length 1 Input Power 246.6 Tilt 45 Max Illuminance 9 Area > 0.5fc 29575 Page 1 of 1Template Print 8/6/2019http://www.visual-3d.com/tools/template/Print.aspx?SessionID=3413354 AWFDAWFD Luminaires tilted at 0˚ Visual - Template Tool These lighting calculation results are for general informational purposes only and are provided without warranty as to accuracy, completeness, reliability or otherwise. Results are based on user provided data and data provided from publicly available sources; actual field conditions may affect calculated output. Visit www.Visual-3D.com . Design Information Project Description Tuesday, August 06, 2019 Name Company Phone Email [ C ] - RSXF2 LED P6 40K NFL Manufacturer Lithonia Lighting Configuration SingleLamp Lumens 29944 Orientation SingleLamp Quantity 1 Mounting Height 40 Light Loss Factor 2.75 Arm Length 1 Input Power 246.6 Tilt 0 Max Illuminance 76 Area > 0.5fc 8714 Page 1 of 1Template Print 8/6/2019http://www.visual-3d.com/tools/template/Print.aspx?SessionID=3413354 NFLNFL Visual - Template Tool These lighting calculation results are for general informational purposes only and are provided without warranty as to accuracy, completeness, reliability or otherwise. Results are based on user provided data and data provided from publicly available sources; actual field conditions may affect calculated output. Visit www.Visual-3D.com . Design Information Project Description Tuesday, August 06, 2019 Name Company Phone Email [ E ] - RSXF2 LED P6 40K SP Manufacturer Lithonia Lighting Configuration SingleLamp Lumens 28981 Orientation SingleLamp Quantity 1 Mounting Height 40 Light Loss Factor 2.82 Arm Length 1 Input Power 246.6 Tilt 0 Max Illuminance 160 Area > 0.5fc 9770 Page 1 of 1Template Print 8/6/2019http://www.visual-3d.com/tools/template/Print.aspx?SessionID=3413354 SPSP Visual - Template Tool These lighting calculation results are for general informational purposes only and are provided without warranty as to accuracy, completeness, reliability or otherwise. Results are based on user provided data and data provided from publicly available sources; actual field conditions may affect calculated output. Visit www.Visual-3D.com . Design Information Project Description Tuesday, August 06, 2019 Name Company Phone Email [ D ] - RSXF2 LED P6 40K NSP Manufacturer Lithonia Lighting Configuration SingleLamp Lumens 29491 Orientation SingleLamp Quantity 1 Mounting Height 40 Light Loss Factor 2.76 Arm Length 1 Input Power 246.6 Tilt 0 Max Illuminance 267 Area > 0.5fc 5809 Page 1 of 1Template Print 8/6/2019http://www.visual-3d.com/tools/template/Print.aspx?SessionID=3413354 NSPNSP 7 06 5 4 3 2 1 1 2 3 4 5 6 78 8 7 6 5 4 3 2 1 0 -1 -2 -3 -4 -5 -6 -7 8 -8 7 06 5 4 3 2 1 1 2 3 4 5 6 78 8 7 6 5 4 3 2 1 0 -1 -2 -3 -4 -5 -6 -7 8 -8 7 06 5 4 3 2 1 1 2 3 4 5 6 78 8 7 6 5 4 3 2 1 0 -1 -2 -3 -4 -5 -6 -7 8 -8 7 06 5 4 3 2 1 1 2 3 4 5 6 78 8 7 6 5 4 3 2 1 0 -1 -2 -3 -4 -5 -6 -7 8 -8 7 06 5 4 3 2 1 1 2 3 4 5 6 78 8 7 6 5 4 3 2 1 0 -1 -2 -3 -4 -5 -6 -7 8 -8 7 06 5 4 3 2 1 1 2 3 4 5 6 78 8 7 6 5 4 3 2 1 0 -1 -2 -3 -4 -5 -6 -7 8 -8 Note: Distribution type MFL shown at maximum performance package P6. One Lithonia Way • Conyers, Georgia 30012 • Phone: 800-705-SERV (7378) • www.acuitybrands.com © 2019 Acuity Brands Lighting, Inc. All rights reserved. Lithonia RSXF4 Flood LED Rev. 05/13/20 Page 4 of 8 COMMERCIAL OUTDOOR Performance Data Performance Package System Watts Distribution Type Field Angle Beam Angle 30K 40K 50K (3000K, 70 CRI)(4000K, 70 CRI)(5000K, 70 CRI) °H °V °H °V Lumens LPW Max Cd Lumens LPW Max Cd Lumens LPW Max Cd P1 275W AWFD 119 120 69 41 37,453 136 30,678 41,149 150 33,706 41,149 150 33,706 WFL 133 129 116 80 36,666 133 15,610 40,285 146 17,151 40,285 146 17,151 MFL 105 110 91 96 37,721 137 17,126 41,444 151 18,816 41,444 151 18,816 NFL 78 79 44 45 37,008 135 54,721 40,660 148 60,122 40,660 148 60,122 SP 48 48 27 27 35,880 130 114,288 39,420 143 125,568 39,420 143 125,568 NSP 42 43 19 21 36,350 132 191,937 39,938 145 210,881 39,938 145 210,881 P2 320W AWFD 119 120 69 41 42,605 133 34,899 46,810 146 38,344 46,810 146 38,344 WFL 133 129 116 80 41,710 130 17,758 45,827 143 19,511 45,827 143 19,511 MFL 105 110 91 96 42,910 134 19,483 47,145 147 21,406 47,145 147 21,406 NFL 78 79 44 45 42,099 131 62,251 46,254 144 68,395 46,254 144 68,395 SP 48 48 27 27 40,815 127 130,014 44,843 140 142,847 44,843 140 142,847 NSP 42 43 19 21 41,351 129 218,348 45,432 142 239,899 45,432 142 239,899 P3 369W AWFD 119 120 69 41 47,519 129 38,923 52,208 141 42,765 52,208 141 42,765 WFL 133 129 116 80 46,520 126 19,806 51,111 138 21,761 51,111 138 21,761 MFL 105 110 91 96 47,859 130 21,730 52,581 142 23,874 52,581 142 23,874 NFL 78 79 44 45 46,954 127 69,430 51,588 140 76,283 51,588 140 76,283 SP 48 48 27 27 45,522 123 145,009 50,015 135 159,321 50,015 135 159,321 NSP 42 43 19 21 46,120 125 243,530 50,671 137 267,566 50,671 137 267,566 P4 431W AWFD 119 120 69 41 52,342 122 42,810 57,422 133 47,035 57,422 133 47,035 WFL 133 129 116 80 51,201 119 21,784 56,215 131 23,934 56,215 131 23,934 MFL 105 110 91 96 52,640 122 23,899 57,832 134 26,258 57,832 134 26,258 NFL 78 79 44 45 51,643 120 76,364 56,739 132 83,901 56,739 132 83,901 SP 48 48 27 27 50,387 117 159,490 55,009 128 175,232 55,009 128 175,232 NSP 42 43 19 21 50,754 118 267,850 55,731 129 294,287 55,731 129 294,287 P5 483W AWFD 119 120 69 41 58,213 120 47,683 63,958 132 52,389 63,958 132 52,389 WFL 133 129 116 80 56,990 118 24,264 62,614 130 26,658 62,614 130 26,658 MFL 105 110 91 96 58,629 121 26,620 64,415 133 29,247 64,415 133 29,247 NFL 78 79 44 45 57,521 119 85,056 63,198 131 93,451 63,198 131 93,451 SP 48 48 27 27 55,767 115 177,645 61,270 127 195,178 61,270 127 195,178 NSP 42 43 19 21 56,499 117 298,339 62,075 128 327,785 62,075 128 327,785 P6 546W AWFD 119 120 69 41 64,747 119 53,035 71,136 130 58,270 71,136 130 58,270 WFL 133 129 116 80 63,387 116 26,987 69,642 128 29,651 69,642 128 29,651 MFL 105 110 91 96 65,210 120 29,608 71,645 131 32,530 71,645 131 32,530 NFL 78 79 44 45 63,977 117 94,603 70,291 129 103,940 70,291 129 103,940 SP 48 48 27 27 62,027 114 197,584 68,148 125 217,085 68,148 125 217,085 NSP 42 43 19 21 62,841 115 331,825 69,042 127 364,576 69,042 127 364,576 P7 520W AWFD 119 120 69 41 66,229 127 56,581 72,765 140 62,166 72,765 140 62,166 WFL 133 129 116 80 64,785 125 28,791 71,178 137 31,633 71,178 137 31,633 NFL 78 79 44 45 65,346 126 100,928 71,795 138 110,890 71,795 138 110,890 SP 48 48 27 27 63,757 123 210,794 70,049 135 231,600 70,049 135 231,600 NSP 42 43 19 21 64,222 124 354,011 70,559 136 388,952 70,559 136 388,952 P8 646W AWFD 119 120 69 41 77,128 119 65,892 84,740 131 72,396 84,740 131 72,396 WFL 133 129 116 80 75,446 117 33,529 82,892 128 36,839 82,892 128 36,839 NFL 78 79 44 45 76,100 118 117,537 83,610 130 129,138 83,610 130 129,138 SP 48 48 27 27 74,250 115 245,483 81,577 126 269,712 81,577 126 269,712 NSP 42 43 19 21 74,791 116 412,267 82,171 127 452,958 82,171 127 452,958 Lumen Output Lumen values are from photometric tests performed in accordance with IESNA LM-79-08. Data is considered to be representative of the configurations shown, within the tolerances allowed by Lighting Facts. Contact factory for performance data on any configurations not shown here. One Lithonia Way • Conyers, Georgia 30012 • Phone: 800-705-SERV (7378) • www.acuitybrands.com © 2019 Acuity Brands Lighting, Inc. All rights reserved. Lithonia RSXF4 Flood LED Rev. 05/13/20 Page 5 of 8 COMMERCIAL OUTDOOR L W H Length: 30.0” (76.2 cm) Width: 25.0” (63.5 cm) Height: 3.0” (7.6 cm) Main Body 7.6” (19.3 cm) Arm RSXF4 with Adjustable Slipfitter (IS) L W H Length: 28.3" (96.3 cm) Width: 27.6” (63.5 cm) Height: 3.2” (7.6 cm) Main Body RSXF4 with Yoke (YKC64) Dimensions 7/8" KO - fits 1/2" NPT water- tight fitting Yoke (YK) Mounting Detail .56 .68 2.75 5.50 1.57 .31 One Lithonia Way • Conyers, Georgia 30012 • Phone: 800-705-SERV (7378) • www.acuitybrands.com © 2019 Acuity Brands Lighting, Inc. All rights reserved. Lithonia RSXF4 Flood LED Rev. 05/13/20 Page 6 of 8 COMMERCIAL OUTDOOR L W H Length: 34.4” (87.4 cm) AASP 35.4” (89.9 cm) AARP Width: 25.0” (63.5 cm) Height: 3.0” (7.6 cm) Main Body 7.2” (18.3 cm) Arm RSXF4 with Adjustable Tilt Arm - Square or Round Pole (AASP or AARP) Dimensions NOTE:RPA - Round Pole mount can also be used to mount on square poles by omitting the round pole adapter plate shown here. 7/8" KO - fits 1/2" NPT water- tight fitting Notes AASP: Requires 3.0" min. square pole for 1 at 90°. Requires 3.5" min. square pole for mounting 2, 3, 4 at 90°. AARP: Requires 3.2" min. dia. round pole for 2, 3, 4 at 90°. Requires 3.0" min. dia. round pole for mounting 1 at 90°, 2 at 180°, 3 at 120°. One Lithonia Way • Conyers, Georgia 30012 • Phone: 800-705-SERV (7378) • www.acuitybrands.com © 2019 Acuity Brands Lighting, Inc. All rights reserved. Lithonia RSXF4 Flood LED Rev. 05/13/20 Page 7 of 8 COMMERCIAL OUTDOOR L W H Length: 37.9” (96.3 cm) Width: 25.0” (63.5 cm) Height: 3.0” (7.6 cm) Main Body 9.2” (23.4 cm) Arm RSXF4 with Adjustable Tilt Arm with Wall Bracket and Surface Conduit Box (AAWSC) Dimensions L W H Length: 36.2” (91.9 cm) Width: 25.0” (63.5 cm) Height: 3.0” (7.6 cm) Main Body 8.9” (22.6 cm) Arm RSXF4 with Adjustable Tilt Arm with Wall Bracket (AAWB) Wall Bracket (WBA) Mounting Detail 4.5 7.0 7/8" KO - fits 1/2" NPT water- tight fitting Surface Conduit Box (SCB) Mounting Detail 4.4 7.0 3/4" NPT taps with plugs - Qty (4) provided 3.9 1.4 7/8" KO - fits 1/2" NPT water- tight fitting Option CE34 Reference Dimensions Additional Reference Drawings One Lithonia Way • Conyers, Georgia 30012 • Phone: 800-705-SERV (7378) • www.acuitybrands.com © 2019 Acuity Brands Lighting, Inc. All rights reserved. Lithonia RSXF4 Flood LED Rev. 05/13/20 Page 8 of 8 COMMERCIAL OUTDOOR FEATURES & SPECIFICATIONS INTENDED USE The RSX LED flood family is designed to provide a long-lasting, energy-efficient solution for the one-for-one replacement of existing metal halide or high pressure sodium lighting. The RSXF4 delivers 40,000 to 85,000 lumens and is ideal for replacing 1000W and 1500W HID floodlights in parking lots and other large area lighting applications. CONSTRUCTION The RSXF LED flood luminaire features a rugged die-cast aluminum main body that uses heat- dissipating fins and flow-through venting to provide optimal thermal management that both enhances LED performance and extends component life. Integral adjustable slipfitter mounts on a 2 3/8” OD tenon. The adjustable slipfitter has an integral junction box for easy installation. The light engines and housing are sealed against moisture and environmental contaminants to IP66. RSXF is Vibration rated per ANSI C136.31: RSXF and mountings rated for 3G vibration include IS, YK, AASP and AARP. RSXF and mountings rated for 1.5G vibration include AAWB and AAWSC. FINISH Exterior parts are protected by a zinc-infused Super Durable TGIC thermoset powder coat finish that provides superior resistance to corrosion and weathering. A tightly controlled multi-stage process ensures superior adhesion as well as a minimum finish thickness of 3 mils. The result is a high-quality finish that is warrantied not to crack or peel. OPTICS Precision acrylic refractive lenses are engineered for superior application efficiency, distributing the light to where it is needed most. Available in narrow and wide pattern distributions including Wide Flood, Medium Flood, Narrow Flood, Spot, Narrow Spot and an Area Wide/Forward distribution pattern featuring a strong forward throw reach that is ideal for lighting large areas from the perimeter. ELECTRICAL Light engine(s) configurations consist of high-efficacy LEDs mounted on metal-core circuit boards and aluminum heat sinks to maximize heat dissipation. Light engines are IP66 rated. LED lumen maintenance is >L92/100,000 hours. CCT’s of 3000K, 4000K and 5000K (minimum 70 CRI) are available. Class 1 electronic drivers ensure system power factor >90% and THD <20%. Easily serviceable 10kV surge protection device meets a minimum Category C Low operation (per ANSI/ IEEE C62.41.2). STANDARD CONTROLS The RSXF LED flood luminaire has a wide assortment of control options. Dusk to dawn controls include MVOLT and 347V button-type photocells and NEMA twist-lock photocell receptacles. nLIGHT AIR CONTROLS The RSXF LED flood luminaire is also available with nLight® AIR which can be used for simple motion occupancy dimming or for the ultimate in wireless control. This powerful controls platform provides out-of-the-box basic motion sensing with photocontrol functionality and is suitable for mounting heights up to 40 feet. No commissioning is required when using factory default settings that provide basic stand-alone motion occupancy dimming that is switched on and off with a built-in photocell. See chart above for motion sensor default out-of-box settings. For more advanced wireless functionality, such as group dimming, nLight AIR can be commissioned using a smartphone and the easy-to-use CLAIRITY app. nLight AIR equipped luminaries can be grouped, resulting in motion sensor and photocell group response without the need for additional equipment. Scheduled dimming with motion sensor over-ride can be achieved when used with the nLight Eclypse. Additional information about nLight Air can be found here. INSTALLATION The integral “IS” mount offers an adjustable slipfitter that mounts on a 2 3/8” OD tenon. The adjustable slipfitter has an integral junction box and offers easy installation, wiring and precision distribution pattern aiming. A steel yoke mount is also available and includes a water tight cord grip and cord. Additional mountings are available including an adjustable tilt arm for direct-to-pole and wall and a surface conduit box for wall mount applications. All mountings are adjustable in 5° increments. RSXF flood is not rated for tilting above 90° or mounting within 4 feet of ground. Can be tilted up to 90° above horizontal. LISTINGS CSA Certified to meet U.S. and Canadian standards. Suitable for wet locations. Rated for -40°C minimum ambient. DesignLights Consortium® (DLC) Premium qualified product and DLC qualified product. Not all versions of this product may be DLC Premium qualified or DLC qualified. Please check the DLC Qualified Products List at www.designlights.org/QPL to confirm which versions are qualified. WARRANTY 5-year limited warranty. Complete warranty terms located at: www.acuitybrands.com/support/customer-support/terms-and-conditions Note: Actual performance may differ as a result of end-user environment and application. All values are design or typical values, measured under laboratory conditions at 25 °C. Specifications subject to change without notice. PIRHN nLight Sensor Coverage Pattern nLight PIRHN Top Side nLight Control - Sensor Coverage and Settings Motion Sensor Default Settings - Option PIRHN Option Dimmed State (unoccupied)High Level (when occupied)Photocell Operation Dwell Time (occupancy time delay)Ramp-up Time (from unoccupied to occupied)Ramp-down Time (from occupied to unoccupied) PIRHN Approx. 30% Output 100% Output Enabled @ 1.5FC 7.5 minutes 3 seconds 5 minutes *Note: PIRHN default settings including photocell set-point, high/low dim rates, and occupancy sensor time delay are all configurable using the Clairity Pro App.