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01/28/2015 Env Bd Packet
City of Lino Lakes Environmental Board Meeting January 28, 2015 6:30 p.m. AGENDA 1. Call to Order Election of Chair and Co -Chair 2. Approval of Minutes November 19, 2014 3. Approval of Agenda 4. Open Mike 5. Action Items (No Action Items) 6. Discussion/Information Items A. Lino Lakes Fire Station B. Environmental Board Goals, Final List C. Recycling Updates and Anoka County 2015 Score Contact 7. Adjourn CITY OF LINO LAKES ENVIRONMENTAL BOARD MINUTES DATE : November 19, 2014 TIME STARTED :634 P. M. TIME ENDED :7:58 P. M. MEMBERS PRESENT : Steve Heiskary, Paula Andrzejewski, Martha DeHaven, Nancie Klebba, Kelly Jo McDonnell MEMBERS ABSENT : Barbara Bor STAFF PRESENT : Marty Asleson, KC Kye 1. CALL TO ORDER Acting Chair Mr. Heiskary called the Environmental Board meeting to order at 6:34 p.m. on November 19, 2014. 2. APPROVAL OF MINUTES September 24, 2014 Ms. Andrzejewski made a motion to approve the September 24, 2014 Meeting Minutes. Ms. Klebba seconded the motion to approve the minutes. Motion carried unanimously. 3. APPROVAL OF AGENDA Add: Heron Rookery Ms. Klebba made a motion to approve the amended agenda. Ms. McDonnell seconded the motion to approve the amended agenda. Motion carried unanimously. 4. OPEN MIKE Open Mike was called at 6:37p.m.and was closed at 6:38 p.m. 5. ACTION ITEMS No Action Items 6. DISCUSSION ITEMS A. Clearwater Creek Cleanup / Michelle Sylvander Michelle Sylvander was not in attendance. Environmental Board October 30, 2013 Page 2 Mr. KC Kye was involved in helping clean up the Clearwater Creek neighborhood with the help of Boy Scout Troop #494. The clean-up group removed 10 yds. of yard waste, grass clippings, and brush that had been deposited by neighbors along the walking trail. The Clearwater Creek neighborhood was given a handout when they bought their homes about the nature areas. Some owners have planted or made screening to mark their property which is great. May have to go back to the neighborhood and re-educate about the proper way to dispose of yard waste. B. Minnesota's 2012 National Lakes Assessment: National, State, and Ecoregion- based Approach. Steve Heiskary Mr. Heiskary presented a power point presentation program that was given at the Minnesota 2012 National Lake Assessment. Mr. Heiskary explained the way water samples are taken, what they are testing for and the comparison of the results through the years. C. Recycling Updates KC presented a recycling commercial that will be aired by North Metro and will be showing at White Bear Lake Movie Theater. October Recycling Saturday went very well. There were over 70 mattresses brought in plus 1 ton of paper for shedding. About 130 cars came through the parking lot. Received a grant for getting a sea container for collecting furniture for recycling. Hope to have the container ready in December. D. Project Updates Heron Rookery- Maintenance will be done by Wayne LeBlanc and Marty. Marty mentioned that flashing needs to be redone on about one dozen trees and hopefully this task will be done by the end of the year. Wollan's Park- Marty stated that most of the fallen trees have been shredded, burn will happen next spring. Preserve of Lino Lakes- Signage is posted. E. Goal Setting for 2015 Mr. Asleson read through the goals for 2014 and observed that some of the goals had been reached. There is still work to be done on Storm Water maintenance, getting volunteers to help with Earth Day clean up and enhance the communication to get more people out to participant in Earth Day activities. DRAFT MINUTES Environmental Board October 30, 2013 Page 3 Add- investigates solar energy gardens. And continue to fund the recycling intern with grant money 7. ADJOURNMENT It was noted that the next meeting of the Environmental Board will be on Wednesday December 17, 2014 at 6:30p.m. Ms. Andrzejewski made a motion to adjourn the meeting at 7:58 p.m. Ms. Klebba seconded the motion. Motion carried unanimously. Respectfully submitted by Mary Fogarty Office Tech 1 DRAFT MINUTES ENVIRONMENTAL BOARD AGENDA ITEM 6A STAFF ORIGINATOR: Marty Asleson, Environmental Coordinator MEETING DATE: January 28, 2015 REQUEST: Fire Station 2, Update/Administrative Review APPLICANT: City of Lino Lakes OWNER: City of Lino Lakes PROPOSED DEVELOPMENT The City is proposing to build a new fire station on the south west corner of Centerville Road and Birch Street. The land is owned by the City and has been known at the Athletic Complex park area. The general site plan (C2.0) is included as attachment 1. This map shows proposed new construction. The second Map (C3.0) lays out concept ideas for surface water. SITE CHARACTERISTICS Soils Soils on most of the building site are Type a "Not Hydric" with good infiltration rates. See Soils Map Attachment. The site is located in a 2014 Drinking Water Service Management Area (DWSMA). The DWSMA on this site is rated with a "moderate sensitivity" description. The ratings go from Very High to High Vulnerability, to Moderate and then Low Vulnerability. Design of infiltration ponds should meet a 2 foot separation standard. That is there should be 2 feet of sand between the bottom of the pond and the ordinary high water table. Land Cover including Significant Trees The site vegetation for the most part is low quality non-native types. A row of significant trees lines the property line on the north. These trees are Red pine and White Spruce. There are groves of non significant, impacted woody vegetation as depicted on the map attachment. 1 Rare and Unique Resources The only significant resources on the site are the wetlands since they are in a Wetland Management Corridor. These wetlands could be restored to higher quality if hydrologic modifications would not affect adjacent drainage. This site is on the boarder of areas where the rare plant communities start to disappear because of soil changes. There is an area on this site though that would have the potential for rare plant communities. The area is indicated on "T and E" Map. Because of the vegetation and hydrologic changes that have occurred to the site wetlands, the plants would not be found today. If the wetlands were restored, particular attention should be given to managing this area for seed bank plants that might resurface. Tree Preservation Tree Areas in wetland areas and out of the County road right of way will be protected by wetland protection practices. Trees in the County Road ROW will be removed. Surface Water Mana _ eg ment The Rice Creek Watershed District Rules for storm water are divided on linear and "other" impervious areas. The County Road design modifications must meet a .75 inch rainfall event standard for infiltration. The "other" impervious areas such as buildings and parking lots, and interior roads must meet a 1.1 inch rainfall event standard for infiltration. At this time there appears to be no wetland impacts on the interior project planning. Rain garden concepts to meet the stormwater management requirements are shown on C3.0. Also shown on both maps are the wetland boundaries. The site wetlands are within a Wetland Management Corridor (WMC) See WMC map. A Minnesota Routine Assessment Method (MnRAM) evaluation will have to be done to determine wetland vegetation quality. This determines whether replacement of impacted wetlands is given at a higher or lower rate. The vegetation quality assessment for this site will come in low, or highly impacted. Impacts within a WMC must be mitigated at a higher rate than outside the preservation corridor. Any impacts to these wetlands will be at the lower rate for wetlands within the WMC because of the lower quality. There are at this time no wetland impacts for the interior building project. There are wetland impacts for the County Road improvements. The replacement ratio of impacted wetlands within this part of the corridor based on the integrity of the wetlands is 2:1. See "Delineated Wetland Boundaries" on attached map. WSB is working on the wetland mitigation plan. See Paragraph for threatened and endangered for site assessment of same. Besides buying wetland credits for replacement wetlands, the city could rebuild wetlands. Wetland restoration credit is also a possibility; since the vegetation quality is very low and the supporting water system impacted (the wetland was ditched). This credit can be as high as 75%. Credit is also given for required buffers and native restoration of those buffers. Buffers must be an average of 50 feet and a minimum of 25 feet within the wetland management corridors. Replacement credit for wetland protection and 2 preservation requires a perpetual Conservation Easement be conveyed and held by the District. Water from this site is on a "divide" line that transects, and segments the actual construction site. Water to the east and south east of the line goes to Clearwater Creek. Water to the west and south west goes to Sherman Lake. See attached Map "Resource Management Areas. Landscape Plan A Concept Landscape Plan has been submitted and includes Bicolor oaks, Freeman Maples, Spring Snow crab (fruitless variety), Cool Splash honeysuckle, Carl Forester Grass, Alpine current, Little Lyme Hydrangea, and Arctic Fire dogwood, (see attachment L1.0 and L1.1). The ground cover includes irrigated sod around the building and native plants along the drive and raingarden areas. Lighting Light fixtures are the downward focused, cut-off type. See Lighting cut sheet. ATTACHMENTS 1. Lino Lakes Fire Station 2. Grading Plan with Rain Gardens 3. Soils Map 4. Significant Trees and Wooded Areas 5. Wetlands Overlay on to Wetland Preservation Zone 6. Surface Water Flow 7. Unique Habitat Area 8. Lighting 3 ` C • Its' � -+ .a. rf 1_ /. Iv .. - , i ,tel` PROPOSED FIRE STATION T2 FFE 914.50' SYMBOL LEGEND O NEWT BITUMINOUS PAVEMENT OVER NEW 8"CRUSHED AGGREGATE BASE SEE DETAIL NEW (T' BITUMINOUS PAVEMENT OVER NEW 8" CRUSHED AGGREGATE BASE SEE DETAIL O NEW 4" CONCRETE PAVEMENTAGGREGATE NEWS"CRUSHED AGGREGATE BASE SEE DETAIL NEW 10' CONCRETE PAVEMENT OVER NEW 6' CRUSHED AGGREGATE BASE SEE DETAIL WHERE APPLICABLE, DIMENSIONS ARE FROM BACK OF CURB TO BACK OF CURB OR BACK OF CURB TO END OF STALL LINE. S89°24'11"E 700.16 %ignXI)mmn0 FII¢s112148115 C20n I 1 _0r NORTH \_I u ` V � 0 20 40 BD a I NOT FOR CONSTRUCTION COMM: Paving and Dimension Plan O U S89°24'11"E 1254.95 BIRCH STREET ------------- (C.S.A.H. NO. 34) --------------- -------------------------- ByCIN --- ,._ — -- By G¢n¢ral C¢nl clot AL. / fl — a Prr By City --_ ByGen¢rai Contractor l �. ' / %' �., `♦ ' / .tit. — r r t•.� — ..r^r..\ =. 1 .... ����+. •'.a.'' /^ /v '% I i - . '. .. ll p 111 r `•._-i , ❑ t1 R ' 11 11 11 11l !t 1. PARCEL A H ❑ u I u '1 u 1 n n n i ! u u ' n u n n u u u n t n u t u 9 n n ' n n It B Albt1 It F It u It It n I�n ►1 i ! S89°24'11"E 700.16 %ignXI)mmn0 FII¢s112148115 C20n I 1 _0r NORTH \_I u ` V � 0 20 40 BD a I NOT FOR CONSTRUCTION COMM: Paving and Dimension Plan O U ®s1 YIIF xn n Iv, Lv6 13015 YI O $ � e _ naseuuiW'seyei our? — W 1�us w,ie olu uope;g a.n. sa�e-j Z7 �srlolsvaa V 4i w :-Olsl.. no=au�iw'�an oun 0 , swne o,u uoge;g ani sa�el oui� J W HN xoY a=3 a., �o jib!! a g€3 =�o�g�3�gso � w1141� j �•�.. EROSION CONTROL NOTES 1.er an perms. " ........... ... sp""o""... ' I 0 "I a', pertaining to this permit. The SWPPP shall be kern clubs at .111- 2. Install temporary erosion central measures (inlet protection, slit fence, and rock construction entrances) prior to beginning any excavation or demolition work at the site. 3. Erosion control measures shown an the erosion control plan are the absolute minimum The contractor shall install temporary earth dikes, sediment miles or basins, additional siltation fencing, and/or disk the soil parallel to the contours as deemed necessary to further control erosion. All changes shall be recorded in the SWPPP 4. All construction she entrances shall be surfaced with crushed rack across the entire width of the entrance and from the entrance to a point 59 into the construction zone, 5. The toe of the silt fence shall be trenched In a minimum of 6'. The bench backfill shall be compacted with a vibratory plate compactor. 6. All grading operations shall be conducted in a manner to minimize the potential for site erosion. Sediment control practices must be established on all down gradient perimeters before any up gradient land disturbing activities begin, 7. All exposed soil areas must be stabilized as soon as possible to both soil erosion but in no case later than 14 days after the construction actively in that portion of the she has temporarily or permanently ceased. Temporary stockpiles without significant sift, clay or organic components (e.g., clean aggregate stockpiles, demolition concrete stockpiles, sand stockpiles) and the constructed base components of marks, parking lots and similar surfaces are exempt from this requirement - - - - 112, 21/. 8. The normal walled perimeter of any temporary or permanent drainage ditch or swale that drains water from any portion of the construction she, or diverts water around the she, must be stabilized within 200 lineal last from the property edge, or from the point of discharge into any surface water. Stabilization of the last 200 lineal feet must be completed within 24 hours after connecting to a surface water. Stabilization of the remaining portions of any temporary or permanent ditches or smiles must be complete whftn14 days after -connecting -fo-a-s6ifa6e-wif(�ra-nd-wiisfm-cti6n-iFthalVarti6n-otiii-e-dCcFnastempomniyorpennanenuy ceased. 9. Pipe outlets must be provided with energy dissipation within 24 hours of connection to surface water. 10. All thirst, shall he Installed with a filter material or soil separation fabric and comply with the Minnesota Department of Transportation Standard Specifications. 11, All storm somm discharging into wetlands or water bodies shall outlet at or below the normal water level of the respective wetland or water body at an elevation where the downstream slope is 1 percent or Daher. The normal water level shall be the invert elevation of the outlet of the wetland or water body. 17 All 'form sewer catch basins not needed for she drainage during construction shall be covered to prevent runoff from entering the slam sewer system. Catch basins necessary for she drainage during construction shall be provided with inlet protection. 13. In areas where concentrated Dom occur (such as awakes and areas In front of ate= catch basins and Intakes) the erosion control facilities shall be backed by stabilization structure to protect those facilities from the concentrated flows. 14. Inspect the construction she once every seven days during active construefion and within 24 hours after minfall event greater than D.5 inches in 24 hours. All inspections shall be recorded in the SWPPP. 91277 B* 15. All sift fences must be repaired, replaced, or supplemented when they became nonfunctional or the sediment reaches 113 ofthe height of the fence. These repairs must be made within 24 hours of discovery, or as soon as field conditions allow access. All repalre shall be recorded in the SWPPP. 16 If sediment escapes the construction she• out -site accumulations of sediment must be removed in a manner and-aFa-frequency sufficient to mirim-meoff--she impnO,, 17, All sails backed onto pavement shall be ...ad daily. 18. All infiltration areas must be inspected to ensure that no sediment from ongoing construction ad" is reaching the Infiltration area and these areas are protected from compaction due to construction equipment driving across the Infiltration area. 19. Temporary soil stockpiles must have slit fence or other effective sediment controls, and cannot be placed in surface writers, including stornswater conveyances such as curb and guest systems, or conduits and ditches unless there is a bypass In place for the stormwiller. 20. Collected sediment, asphalt and concrete millings, floating debts, paper, plastic. fabric, construction and demolition debris and otherwastes must be disposed of properly and must comply with MPCA disposal requirements. 21. Oil, gasoline, paint and any hazardous substances must be properly stored, including secondary containment, to prevent spills, leaks or other discharge. Restricted access to storage areas must be provided to prevent vandalism, Storage and disposal of hazardous waste must be in compliance with MPCA regulations. 22- Examal washing of trucks and other construction vehicles must be limited to a defined area of the she. Runoff must be contained and waste properly disposed al. No engine degreasing Is allowed onsite. 23. All liquid and solid wastes generated by concrete washout operations must be contained in a leak -proof - nt.in-t-f.aiti"impa=ub'eJimAmunpadedciao kerthaLO_geLnot alkav washout liquids to enter ground water is considered an impermeable liner. The liquid and solid wastes must not contact the grou5d,- s up. 689'2*01fil"E"'t not bl"254"llF the concrete w-kSIR6IJ"8ITREET Liquid and s= 34) - - -- - -- ffJfi!EuaPIia,1 1krdLMEC&1-,gkd11h1__A1IgrLns hourthiff.d. 913. C 913 B ee"` Item Fa ifir&r- mI`1ft-jIftra(0It-�L� wa� _n afthe C1 90 StabillZabOrDOMIrglat fen 90�7.10 TC 7 -It beiesternflifti- th yJg1 25.' All per anent sedimentation basins at bil If fth it if _949- i ----------- Ill BTM: 907.00 GRADE SLOPE HVuL 909.43 SILT PENCE 9L -1--,L. RIP -RAP/ ROCK CONST, ENTRANCE 191TC 914.50 11 5. All construction shall be performed in accordance with state and ii standard specifications for construction. local J-1 48 GL 914.43 O Y - - - - 112, 21/. 8. The normal walled perimeter of any temporary or permanent drainage ditch or swale that drains water from any portion of the construction she, or diverts water around the she, must be stabilized within 200 lineal last from the property edge, or from the point of discharge into any surface water. Stabilization of the last 200 lineal feet must be completed within 24 hours after connecting to a surface water. Stabilization of the remaining portions of any temporary or permanent ditches or smiles must be complete whftn14 days after -connecting -fo-a-s6ifa6e-wif(�ra-nd-wiisfm-cti6n-iFthalVarti6n-otiii-e-dCcFnastempomniyorpennanenuy ceased. 9. Pipe outlets must be provided with energy dissipation within 24 hours of connection to surface water. 10. All thirst, shall he Installed with a filter material or soil separation fabric and comply with the Minnesota Department of Transportation Standard Specifications. 11, All storm somm discharging into wetlands or water bodies shall outlet at or below the normal water level of the respective wetland or water body at an elevation where the downstream slope is 1 percent or Daher. The normal water level shall be the invert elevation of the outlet of the wetland or water body. 17 All 'form sewer catch basins not needed for she drainage during construction shall be covered to prevent runoff from entering the slam sewer system. Catch basins necessary for she drainage during construction shall be provided with inlet protection. 13. In areas where concentrated Dom occur (such as awakes and areas In front of ate= catch basins and Intakes) the erosion control facilities shall be backed by stabilization structure to protect those facilities from the concentrated flows. 14. Inspect the construction she once every seven days during active construefion and within 24 hours after minfall event greater than D.5 inches in 24 hours. All inspections shall be recorded in the SWPPP. 91277 B* 15. All sift fences must be repaired, replaced, or supplemented when they became nonfunctional or the sediment reaches 113 ofthe height of the fence. These repairs must be made within 24 hours of discovery, or as soon as field conditions allow access. All repalre shall be recorded in the SWPPP. 16 If sediment escapes the construction she• out -site accumulations of sediment must be removed in a manner and-aFa-frequency sufficient to mirim-meoff--she impnO,, 17, All sails backed onto pavement shall be ...ad daily. 18. All infiltration areas must be inspected to ensure that no sediment from ongoing construction ad" is reaching the Infiltration area and these areas are protected from compaction due to construction equipment driving across the Infiltration area. 19. Temporary soil stockpiles must have slit fence or other effective sediment controls, and cannot be placed in surface writers, including stornswater conveyances such as curb and guest systems, or conduits and ditches unless there is a bypass In place for the stormwiller. 20. Collected sediment, asphalt and concrete millings, floating debts, paper, plastic. fabric, construction and demolition debris and otherwastes must be disposed of properly and must comply with MPCA disposal requirements. 21. Oil, gasoline, paint and any hazardous substances must be properly stored, including secondary containment, to prevent spills, leaks or other discharge. Restricted access to storage areas must be provided to prevent vandalism, Storage and disposal of hazardous waste must be in compliance with MPCA regulations. 22- Examal washing of trucks and other construction vehicles must be limited to a defined area of the she. Runoff must be contained and waste properly disposed al. No engine degreasing Is allowed onsite. 23. All liquid and solid wastes generated by concrete washout operations must be contained in a leak -proof - nt.in-t-f.aiti"impa=ub'eJimAmunpadedciao kerthaLO_geLnot alkav washout liquids to enter ground water is considered an impermeable liner. The liquid and solid wastes must not contact the grou5d,- s up. 689'2*01fil"E"'t not bl"254"llF the concrete w-kSIR6IJ"8ITREET Liquid and s= 34) - - -- - -- ffJfi!EuaPIia,1 1krdLMEC&1-,gkd11h1__A1IgrLns hourthiff.d. 913. C 913 B ee"` Item Fa ifir&r- mI`1ft-jIftra(0It-�L� wa� _n afthe C1 90 StabillZabOrDOMIrglat fen 90�7.10 TC 7 -It beiesternflifti- th yJg1 25.' All per anent sedimentation basins at bil If fth it LEGEND 950- ITIR _949- i ----------- GRADE BREAK LINE 974.70 TC 913.60 GRADE SLOPE 4, Rock- .11 disturbed areas Win S' of good quality topsoil and P.ad, SILT PENCE 9L -1--,L. RIP -RAP/ ROCK CONST, ENTRANCE 191TC 914.50 11 5. All construction shall be performed in accordance with state and ii standard specifications for construction. local J-1 48 GL 914.43 O Y SPOT ABBREVIATIONS: 950.00 TC TC -TOP OF CURB 949.50 GL \. GL -GUTTER LINE 14.35 CRC B - SITUMUNOUS 3L C -CONCRETE ED - EMERGENCY OVERFLOW 2.95,TCIGL TW - TOP OF WALL 914.35 I t5% 914.60 PROPOSED FIRE STA FFE = 914.50' )I 751TCIGL D131512F 814 50. LEGEND 950- PROPOSED CONTOURS -MAJOR INTERVAL _949- PROPOSED CONTOURS -MINOR INTERVAL ----------- GRADE BREAK LINE GRADE SLOPE 4, Rock- .11 disturbed areas Win S' of good quality topsoil and P.ad, SILT PENCE RIP -RAP/ ROCK CONST, ENTRANCE e INLET. PROTECTION 11 5. All construction shall be performed in accordance with state and ii standard specifications for construction. local J-1 J CONCRETE WASHOUT STATION SPOT ABBREVIATIONS: 950.00 TC TC -TOP OF CURB 949.50 GL \. GL -GUTTER LINE B - SITUMUNOUS grading it Installation. C -CONCRETE ED - EMERGENCY OVERFLOW TW - TOP OF WALL BW- BOTTOM OF WALL (FIG) I') - EXISTING TO BE VERIFIED One e e e. sly 912.69 TC/GL 12119 1 126. Contractor strallpornit Notice ofTermination for M permit n days After in F-.4 6-a i, General Cl"i.ruet., 906.92 G11 A 96 906,16 TCIGIL 907,05"Td 6 RAINGARDEN 2 90B 00 -A BTM: 110% 05S5 GL HWL: 907.92 RAINGARDEN 4 BTM: * , I 'T 3 9G4 00 lih, 3 905.25 E.O. 3, G 7 - LI -c - r= Y -GL 13. T 55 GL 15C 30C Piz TLIC 911.65 TC _GL TC/C SGL 9091,50 GL 1.0 . . . . . 909,90E.O.908.257C/GL r - 7:,N - t, 913.308 913.65 TC 913.15 GL RAINGARDEN 3 BTM: 906.75 HVAC 909.89 .111 . GL 909.25 TC 908,75 GL - - - - - - - - - - - - - - - - -- - - - - N GRADING NOTES 1. Tree protection consisting of snow fence or safety fence installed at the Adip line shall be in place prior to beginning any grading or demolition 910 00 VCwork at the site, - - - sOs- 909.25 GL- - - - .75 TC 2. Ali elevations with an astensk (*) shall be field verged, It elevations it 1 wry significantly, nobly the Engineer for further instructions. It E! S is If A NORTH lit 7Lr 0 20 40 80 S89*24*11"E 700.16lira r Repack -2014112148115 -Lino Lakes Fire ah d. D.signOnlMitti Fflix,u 2746115 0AIL COMM: C: 0 -p cc U) u) W as Cc _J . 0 raj 2 C: D Grading and Erosion Control ,'Ian C:) 9 0 9 '50 C iBI3.65 To -------- PARCELA 0.75% 911,00, GIL 3,16 B it 3. Grades shown in paved areas represent finish elevation. Bp, gik0I3 C 914 16 TC."i, Ill fl 9 66 GL 4, Rock- .11 disturbed areas Win S' of good quality topsoil and P.ad, if BE-- SHEET C&O. e 9 f 9IR 913 14 9,11 .9 10- 11 5. All construction shall be performed in accordance with state and ii standard specifications for construction. local J-1 q E The project intent is to balance cuts and rill volumes on she, Grading 11 %I. . Modifications required to balance earthwork shall be approved by the r --- - - - - - - - t, h Engineer. ti - - - - - -- 7. Finish grading shall be completed prior to irrigation installation. It is anticipated that finish touch up will be needed after irtigation grading it Installation. It E! S is If A NORTH lit 7Lr 0 20 40 80 S89*24*11"E 700.16lira r Repack -2014112148115 -Lino Lakes Fire ah d. D.signOnlMitti Fflix,u 2746115 0AIL COMM: C: 0 -p cc U) u) W as Cc _J . 0 raj 2 C: D Grading and Erosion Control ,'Ian C:) 9 0 0 0 0 0 0 0 0 0 CL N m 1.0 - 'ff� ■� }+ 0 U L �L LL u/) f Ci QLo Ltt1eS I T a F LINO i=irestation 2 Site Significant Trees and Wooded Areas City of Lino Lakes W�4K•�eb k _ .u....4� � l:w� Firestation 2 Site Wetlands overlay on to Wetland Preservation Zone 049 of Li Lakes CIT 4F 1N Firesfation 2 Site Surface Water Flow ' fLino Lakes CIT Q F iN I 1 ilk � 4 - _ s ' • . ,.. - '...I k :.3� _ . tet. IS' ✓ _ - :: - Forestation 2 Site Unique Habitat Area DESCRIPTION The GalleonTm LED luminaire delivers exceptional performance in a highly scalable, low -profile design. Patented, high -efficiency AccuLED OptiCSTI system provides uniform and energy conscious illumination to walkways, parking lots, roadways, building areas and security lighting applications. IP66 rated. SPECIFICATION FEATURES Construction Extruded aluminum driver enclosure thermally isolated from Light Squares for optimal thermal performance. Heavy -wall, die- cast aluminum end caps enclose housing and die-cast aluminum heat sinks. A unique, patent pending interlocking housing and heat sink provides scalability with superior structural rigidity. 3G vibration tested. Optional tool - less hardware available for ease of entry into electrical chamber. Housing is IP66 rated. Optics Choice of 16 patented, high - efficiency AccuLED Optics. The optics are precisely designed to shape the distribution maximizing efficiency and application spacing. AccuLED Optics create consistent distributions with the scalability to meet customized application requirements. Offered standard in 4000K (+/- 275K) CCT and minimum 70 CRI. Optional 6000K CCT and 3000K CCT. For the ultimate level of spill light control, an optional house side shield accessory can DIMENSIONS POLE MOUNT be field or factory installed. The house side shield is designed to seamlessly integrate with the SL2, SL3, SL4 or AFL optics. Electrical LED drivers are mounted to removable tray assembly for ease of maintenance. 120-277V 50/60Hz, 347V 60Hz or 480V 60Hz operation. Standard with 0-10V dimming. Shipped standard with Cooper Lighting proprietary circuit module designed to withstand 10kV of transient line surge. The Galleon LED luminaire is suitable for operation in -40*C to 40*C ambient environments. For applications with ambient temperatures exceeding 40°C, specify the HA (High Ambient) option. Light Squares are IP66 rated. Greater than 90% lumen maintenance expected at 60,000 hours. Available in standard 1A drive current and optional 530mA and 700mA drive currents. Mounting Extruded aluminum arm includes internal bolt guides allowing for McGRAW-EDISON® ._` energy Lino Lakes FS #2 Lukas Anderson easy positioning of fixture during assembly. Designed for pole or wall mounting. When mounting two or more luminaires at 90° or 120° apart, the EA extended arm may be required. Refer to the arm mounting requirement table on page 3. Round pole top adapter included. For wall mounting, specify wall mount bracket option. 3G vibration rated. Finish Housing finished in super durable TGIC polyester powder coat paint, 2.5 mil nominal thickness for superior protection against fade and wear. Heat sink is powder coated black. Standard colors include black, bronze, grey, white, dark platinum and graphite metallic. RAL and custom color matches available. Consult the McGraw -Edison Architectural Colors brochure for the complete selection. Warranty Five-year warranty. _7 3-15/16" [100Imm) J ( "A" I 1 21-3/4" [553mm) I "B" WALL MOUNT 11b7mm1 DIMENSION DATA Number of"B" Light Squares „A,Width Standard Arm Length "B" Optional Arm Length' Weight with Arm Obs.) EPA with Ann x (Sq. Ft.) 1-4 15-1/2" (394mm) 7" (178mm) 10" (254mm) 33 (15.0 kgs.) 0.96 5-6 21.5/8° (549mm) 7" (178mm) 10" (254mm) 44 (20.0 kgs.) 1.00 7-8 27-5/8" (702mm) 7" (178mm) 13" (330mm) 54 (24.5 kgs.) 1.07 9-10 333/4° (857mm) 1 7° (178mm) 1 16" (406mm) 1 63 (28.6 kgs) 1.12 NOTES: t Extended arm option may be required when mounting two or more fixtures per pole at 90" or 120°. Refer to arm mounting requirement table. 2 EPA calculated with optional arm length. Cooper Lighting by F -,T -N *www.design I ights.org 11/18/2014 GLEON GALLEON LED 1-10 Light Squares Solid State LED AREA/SITE LUMINAIRE CERTIFICATION DATA UL/cUL Wet Location Listed ISO 9001 LM79 / LM80 Compliant 3G Vibration Rated IP66 Rated DesignLights Consortium@e Qualified* ENERGY DATA Electronic LED Driver >0.9 Power Factor <20% Total Harmonic Distortion 120V -277V 50/60Hz 347V & 480V 60Hz -40"C Min. Temperature 40°C Max. Temperature 50°C Max. Temperature (HA Option) ,.Te, ADH140426 °Fe— rr 2014-08-2715:04:21 OPTIC ORIENTATION Standard OPTICAL DISTRIBUTIONS Street Side House Side Optics Rotated Left @ 90° [1-901 Street Side House Side Optics Rotated Right @ 90° [R90] GLEON GALLEON LED DRILLING PATTERN TYPE"N" 3/4" [19mm] Diameter 2" Hole [51 mm] 7/8" [22mm] 1-3/4" [44r (21 9/16" [14mm] Diameter Holes Asymmetric Area Distributions T2 SL2 T3 SI -3 T4FT T4W SL4 (Type II) (Type II with Spill Control) (Type III) (Type III with Spill Control) (Type IV Forward Throw) (Type IV Wide) (Type IV with Spill Control) Asymmetric Roadway Distributions Symmertric Distributions RW T2R T3R 5NQ 5MQ 5WQ (Rectangular Wide Type 1) (Type II Roadway) (Type III Roadway) (TypeV Square Narrow) (Type V Square Medium) (TypeV Square Wide) L J L—J Specialized Distributions AFL SLL SLR (Automotive Frontline) (90" Spill Light Eliminator Left) (90" Spill Light Eliminator Right) ARM MOUNTING REQUIREMENTS Configuration 90" Apart 120° Apart GLEON-AE-01 7" Arm 7" Arm (Standard) (Standard) GLEON-AE-02 7" Arm (Standard) (Standard) GLEON-AE-03 7" Arm 7" Ann (Standard) (Standard) GLEON-AE-04 7" Arm 7" Arm (Standard) (Standard) GLEON-AE-05 10" Extended Arm 7" Arm (Required) (Standard) GLEON-AE-06 10" Extended Arm 7" Arm (Required) (Standard) GLEON-AE-07 13" Extended Arm 13" Extended Arm (Required) (Required) GLEON-AE-OB 13" Extended Arm 13" Extended Arm (Required) (Required) GLEON-AE-09 16" Extended Arm 16" Extended Arm (Required) (Required) GLEON-AE-10 16" Extended Arm 16" Extended Arm (Required) (Required) 2 @ 180° Triple' 4 @ 90" Triple= 2 @ 120° EatonEaton's Cooper Lighting Business 1000 Eaton 1121 Higway South levard Cooper Lighting Cleveland, OH u44122 Peachtree City,7GA 30269 Specifications and by Eo�®N United States P: 770-486-4800 dimensions subject to Eaton.com www.cooperlighting.com change without notice. ADH140426 2014-08-27 15:04:21 GLEON GALLEON LED NOMINAL POWER AND LUMENS (tA) Number of Light Squares 1 2 3 4 5 6 7 8 9 10 Drive Current 1A 1A 1A 1A 1A 1A 1A 1A 1A 1A Nominal Power (Watts) 56 107 157 213 264 315 370 421 475 528 Input Current @ 120V (A) 0.47 0.90 1.31 1.79 2.21 2.64 3.09 3.51 3.96 4.41 Input Current @ 208V (A) 0.28 0.51 0.74 1.02 1.25 1.48 1.76 1.99 2.22 2.50 Input Current @ 240V (A) 0.25 0.45 0.65 0.90 1.10 1.30 1.55 1.75 1.95 2.20 Input Current @ 277V (A) 0.23 0.41 0.59 0.82 1.00 1.18 1.41 1.59 1.77 2.00 Optics Lumens 5,272 10,303 15,373 20,313 25,168 30,118 35,618 40,357 45,018 49,842 T2 BUG Rating B1 -U0 -G1 B2 -UO -G2 B2 -UO -G2 B3 -1-10-G3 B3 -UO -G4 B3 -U0 -G4 B3 -UO -G4 B3 -U0 -G5 B4 -UO -G5 B4 -UO -G5 T2R Lumens 5,597 10,938 16,321 21,565 26,719 31,974 37,813 42,844 47,792 52,914 BUG Rating B1 -U0 -G1 B2 -UO -G2 B2 -UO -G2 B3 -U0 -G3 83 -UO -G3 B3 -UO -G4 B3 -U0 -G4 B3 -UO -G4 B4 -UO -G4 B4 -UO -G5 T3 Lumens 5,374 1 10,501 15,669 20,704 25,652 30,697 36,303 41,134 45,884 50,802 BUG Rating B1 -U0 -G2 B2 -1-10-G2 B2 -U0 -G3 B3 -U0 -G3 B3 -1-10-G4 B3 -UO -G4 B3 -U0 -G5 B3 -1-10-G5 B4 -U0 -G5 84 -UO -G5 T3R Lumens 5,493 10,735 16,017 21,164 26,222 31,379 37,110 42,048 46,904 51,930 BUG Rating B1 -U0 -G2 B1 -UO -G2 B2 -UO -G3 B2 -UO -G4 B3 -U0 -G4 B3 -U0 -G4 B3 -UO -G5 B3 -UO -G5 B3 -UO -G5 B3 -U0 -G5 T4FT Lumens 5,405 10,562 15,760 20,824 25,801 30,875 36,514 41,372 46,150 51,096 BUG Rating B1 -U0 -G2 B2 -UO -G2 B2 -UO -G3 B3 -UO -G4 B3 -UO -G4 B3 -UO -G5 B3 -UO -G5 B3 -UO -G5 B3 -UO -G5 B3 -UO -G5 T4W Lumens 5,335 10,426 15,556 20,555 25,468 30,476 36,042 40,838 45,554 50,436 BUG Rating B1 -UO -G2 B2 -U0 -G2 82 -UO -G3 83 -UO -G4 63 -UO -G4 B3 -UO -G5 B3-1-10-05 B4 -UO -G5 B4 -UO -G5 B4 -U0 -G5 SL2 Lumens 5,263 ,10,285 15,347 20,278 25,124 30,066 35,556 40,288 44,940 49,756 BUG Rating B1 -U0 -G2 B2 -UO -G2 82-1.10-G3 B3 -UO -G3 B3 -UO -G4 B3 -UO -G4 63 -UO -G5 B3 -UO -G5 B4 -UO -G5 B4 -UO -G5 SWLumens 5,373 10,500 15,667 20,701 25,649 30,693 36,298 41,128 45,878 50,794 BUG Rating B1 -UO -G2 B2 -UO -G3 B2 -U0 -G3 B3 -UO -G4 B3 -UO -G4 B3 -UO -G4 B3 -UO -G5 B3 -UO -G5 B3 -UO -G5 B3 -UO -G5 SL4 Lumens 5,105 9,976 14,886 19,669 24,370 29,163 34,488 39,078 43,591 48,262 BUG Rating B1 -U0 -G2 B1 -U0 -G3 B1 -U0 -G3 B2 -UO -G4 B2 -UO -G4 B2 -UO -G5 B3 -U0 -G5 B3 -U0 -G5 B3 -1.10-G5 B3 -UO -G5 5N0 Lumens 5,542 10,830 16,160 21,352 26,455 31,658 37,439 42,421 47,320 52,392 BUG Rating B2 -U0 -G1 B3 -U0 -G1 B3 -U0 -G2 B4 -U0 -G2 B4 -UO -G2 B5 -UO -G2 B5 -U0 -G3 B5 -UO -G3 B5 -UO -G3 B5 -UO -G4 5M0 Lumens 5,644 11,029 16,457 21,745 26,942 32,241 38,128 43,202 48,191 53,356 BUG Rating B3 -U0 -G1 B4 -UO -G2 B4 -UO -G2 B5 -UO -G3 B5 -U0 -G3 B5 -UO -G4 B5 -UO -G4 B5 -UO -G4 B5 -UO -G4 B5 -UO -G5 SWO Lumens 5,659 11,059 16,501 21,803 27,014 32,327 38,230 43,317 48,320 53,498 BUG Rating 63 -UO -G1 B4 -UO -G2 B4 -UO -G2 B5 -U0 -G3 B5 -UO -G4 B5 -UO -G4 B5 -UO -G4 B5 -UO -G5 B5 -UO -G5 B5 -UO -G5 SLUSLR Lumens 4,722 9,227 13,767 18,191 22,539 26,971 31,897 36,141 40,315 44,635 BUG Rating B1 -UO -G2 B1 -U0 -G3 B2 -UO -G3 B2 -U0 -G3 B3 -UO -G4 B3 -UO -G4 B3 -UO -G5 B3 -UO -G5 B3 -UO -G5 B3 -U0 -G5 RW Lumens 5,492 10,732 16,014 21,159 26,216 31,372 37,101 42,038 46,893 51,918 BUG Rating B2 -U0 -G1 B3 -U0 -G1 B4 -UO -G2 B4 -UO -G2 B4 -U0 -G2 B5 -U0 -G3 B5 -UO -G3 B5 -U0 -G3 B5 -UO -G4 B5 -UO -G4 AFL Lumens 5,512 10,771 16,072 21,236 26,311 31,486 37,236 42,191 47,063 52,107 BUG Rating B1 -U0 -G1 81 -UO -G1 B2 -UO -G2 B2 -U0 -G2 B3 -UO -G3 B3 -UO -G3 B3 -UO -G3 B3 -UO -G3 B3 -1.10-G3 B3 -UO -G4 Nominal data for 4000K CCT. Eaton Eaton's Cooper Lighting Business South le Cooper Lighting eland,nOH u43122 Peachtree Ciry,rd 1121 Higway7GA 30269 Specifications and United States P: 770-486-0800 dimensions subject to ADH140426 by FmT-N Eaton.com www.cooperlighting.com change without notice. 2014-08-27 15:04:21 GLEON GALLEON LED NOMINAL POWER AND LUMENS (700MA) Number of Light Squares 1 2 3 4 5 6 7 8 9 10 Drive Current 700mA 700mA 700mA 700mA 700mA 700mA 700mA 700mA 700mA 700mA Nominal Power (Watts) 38 72 105 138 176 210 243 276 314 348 Input Current @ 120V (A) 0.32 0.59 0.86 1.14 1.45 1.72 2 2.28 2.58 2.86 Input Current @ 208V (A) 0.21 0.36 0.51 0.67 0.87 1.02 1.18 1.34 1.53 1.69 Input Current @ 240V (A) 0.19 0.32 0.45 0.59 0.77 0.90 1.04 1.18 1.35 1.49 Input Current @ 277V (A) 0.20 0.29 0.40 0.51 0.69 0.80 0.91 1.02 1.20 1.31 Optics T2 Lumens 3,854 7,531 11,237 14,847 18,395 22,013 26,033 29,497 32,904 36,430 BUG Rating B1 -U0 -G1 B1 -U0 -G2 B2 -UO -G2 B2 -UO -G2 B3 -UO -G3 B3 -UO -G3 B3 -UO -G4 83 -UO -G4 B3 -U0 -G4 B3 -UO -G4 T2R Lumens 4,091 7,995 11,929 15,762 19,529 23,370 27,638 31,316 34,932 38,676 BUG Rating 61 -UO -G1 B1 -U0 -G2 B2 -UO -G2 B2 -U0 -G2 B3 -UO -G3 B3 -U0 -G3 B3 -UO -G3 B3 -UO -G4 B3 -U0 -G4 B3 -U0 -G4 T3 Lumens 3,928 7,676 11,453 15,133 18,750 22,437 26,534 30,065 33,537 37,132 BUG Rating B1 -U0 -G1 B1 -UO -G2 B2 -UO -G2 132-1.10-G3 83 -U0 -G3 B3 -UO -G4 B3 -UO -G4 B3 -UO -G4 B3 -UO -G4 B3 -UO -G5 T3R Lumens 4,015 7,846 11,707 15,469 19,166 22,936 27,124 30,733 34,283 37,957 BUG Rating B1 -U0 -G1 B1 -U0 -G2 B2 -UO -G2 B2 -UO -G3 B2 -UO -G3 B3 -UO -G4 B3 -UO -G4 B3 -U0 -G4 B3 -UO -G5 B3 -UO -G5 T4FT Lumens 3,951 7,720 11,519 15,221 18,858 22,567 26,688 30,240 33,732 37,347 BUG Rating B1 -U0 -G1 B1 -U0 -G2 B2 -UO -G2 B2 -U0 -G3 B2 -U0 -G4 83 -UO -G4 B3 -UO -G4 B3 -U0 -G5 B3 -UO -G5 B3 -UO -G5 T4W Lumens 3,900 7,620 11,370 15,024 18,615 22,276 26,343 29,849 33,296 36,864 BUG Rating B1 -UO -G1 B1 -U0 -G2 B2 -UO -G2 B2 -UO -G3 B3 -UO -G4 B3 -UO -G4 B3 -U0 -G4 B3 -UO -G5 B3 -UO -G5 B3 -UO -G5 SI-2Lumens 3,847 7,518 11,217 14,821 18,364 21,975 25,988 29,447 32,847 36,368 BUG Rating B1 -U0 -G1 B1 -U0 -G2 B2 -UO -G3 B2 -UO -G3 B3 -UO -G3 B3 -UO -G4 B3 -UO -G4 B3 -U0 -G4 B3 -UO -G4 B3 -UO -G5 SW Lumens 3,927 7,675 11,451 15,131 18,747 22,434 26,531 30,061 33,533 37,126 BUG Rating B1 -U0 -G1 B1 -U0 -G2 B2 -UO -G3 B2 -UO -G3 B2 -UO -G3 B3 -UO -G4 B3 -UO -G4 B3 -UO -G4 B3 -UO -G5 B3 -UO -G5 SL4 Lumens 3,731 7,292 10,880 14,376 17,812 21,315 25,208 28,562 31,861 35,275 BUG Rating B1 -U0 -G2 B1 -U0 -G2 81 -UO -G3 B1 -U0 -G3 62 -U0 -G4 82 -UO -G4 B2 -UO -G4 B2 -UO -G5 B2 -UO -G5 B3 -UO -G5 5N0 Lumens 4,051 7,916 11,811 15,606 19,336 23,139 27,365 31,006 34,587 38,294 BUG Rating B2 -U0 -G1 B3 -U0 -G1 83 -UO -G1 63-1.10-G2 B4 -UO -G2 B4 -UO -G2 84 -U0 -G2 B5 -1-10-G2 B5 -UO -G3 B5 -UO -G3 5M0 Lumens 4,125 8,062 12,029 15,894 19,692 23,565 27,869 31,577 35,224 38,999 BUG Rating B2 -U0 -G1 B3 -1-10-G2 B4 -U0 -G2 B4 -UO -G2 B4 -UO -G2 B5 -UO -G3 B5 -UO -G3 B5 -UO -G3 B5 -U0 -G4 B5 -UO -G4 5W0 Lumens 4,136 8,083 12,061 15,936 19,745 23,628 27,943 31,661 35,318 39,103 BUG Rating B3 -U0 -G1 B3 -UO -G2 B4 -UO -G2 B4 -UO -G2 B5 -UO -G3 B5 -UO -G3 B5 -UO -G4 B5 -UO -G4 B5 -UO -G4 B5 -1-10-G4 SLUSLR Lumens 3,451 6,744 10,063 13,296 16,474 19,714 23,314 26,416 29,467 32,625 BUG Rating B1 -U0 -G1 B1 -U0 -G2 B1 -U0 -G3 B2 -UO -G3 B2 -UO -G3 B2 -UO -G4 B3 -UO -G4 B3 -UO -G4 B3 -U0 -G5 B3 -UO -G5 RW Lumens 4,014 7,844 11,704 15,465 19,162 22,930 27,118 30,726 34,274 37,948 BUG Rating B2 -U0 -G1 B3 -U0 -G1 B3 -UO -G2 B4 -UO -G2 B4 -UO -G2 B4 -UO -G2 B4 -UO -G2 B5 -UO -G3 B5 -U0 -G3 B5 -UO -G3 AFL Lumens 4,029 7,873 11,747 15,522 19,231 23,014 27,216 30,838 34,399 38,086 BUG Rating B1 -U0 -G1 B1 -U0 -G1 B2 -UO -G2 B2 -UO -G2 B2 -UO -G2 B3 -U0 -G2 B3 -UO -G3 83 -UO -G3 B3 -UO -G3 B3 -UO -G3 Nominal data for 4000K CCT. Eaton Eaton's Cooper Lighting Business 1000 Eaton Boulevard 1121 Highway 74 South Cooper ighti ng Cleveland, OH 44122 Peachtree City, GA 30269 Specifications and ADH140426 United States P: 770-486-4800 dimensions subject to by F®T°113 Eaton.com www.cooperlighting.com change without notice. 2014-08-27 15:04:21 GLEON GALLEON LED NOMINAL POWER AND LUMENS (530MA) Number of Light Squares 1 2 3 4 5 6 7 8 9 10 Drive Current 530mA 530mA 53CmA 530mA 53OmA 530mA 530mA 530mA 530mA 530mA Nominal Power (Watts) 30 54 80 105 130 159 184 209 234 259 Input Current @ 120V (A) 0.25 0.45 0.66 0.86 1.07 1.32 1.52 1.72 1.93 2.14 Input Current @ 208V (A) 0.17 0.28 0.39 0.51 0.63 0.78 0.9 1.02 1.14 1.26 Input Current @ 240V (A) 0.17 0.25 0.35 0.45 0.55 0.70 0.80 0.90 1.00 1.10 Input Current @ 277V (A)0.19 0.24 0.32 0.40 0.49 0.64 0.72 0.80 0.89 0.98 Optics T2 Lumens 3,079 6,017 8,978 11,862 14,697 17,588 20,800 23,567 26,289 29,106 BUG Rating B1 -U0 -G1 B1 -U0 -G2 B2 -UO -G2 B2 -UO -G2 B2 -U0 -G2 B3 -UO -G3 B3 -UO -G3 B3 -U0 -G3 B3 -UO -G4 B3 -UO -G4 T2R Lumens 3,269 6,388 9,531 12,593 15,603 18,672 22,082 25,020 27,909 30,900 BUG Rating B1 -U0 -G1 B1 -UO -G1 B1 -U0 -G2 B2 -UO -G2 B2 -UO -G2 B2 -UO -G2 B3 -UO -G3 B3 -UO -G3 B3 -UO -G3 B3 -U0 -G4 T3 Lumens 3,138 6,133 9,150 12,091 14,980 17,926 21,200 24,021 26,795 29,667 BUG Rating B1 -U0 -G1 B1 -UO -G2 B2 -UO -G2 B2 -UO -G2 B2 -U0 -G3 B3 -UO -G3 B3 -UO -G3 B3 -1-10-G4 B3 -UO -G4 B3 -UO -G4 T3R Lumens 3,208 6,269 9,354 12,359 15,313 18,325 21,671 24,555 27,390 30,326 BUG Rating B1 -U0 -G1 B1 -UO -G2 B1 -UO -G2 B2 -UO -02 B2 -UO -G3 B2 -UO -G3 62-1-10-G4 B3 -U0 -G4 133-1.10-G4 B3 -UO -G4 T4FI' Lumens 3,156 6,168 9,203 12,161 15,067 18,030 21,323 24,160 26,950 29,839 BUG Rating B1 -U0 -G1 B1 -U0 -G2 B1 -U0 -G2 B2 -UO -G2 132-1-10-G3 132-1-10-G3 83 -UO -G4 B3 -UO -G4 B3 -UO -G4 B3 -UO -G5 T4W Lumens 3,116 6,088 9,084 12,004 14,872 17,797 21,047 23,848 26,602 29,453 BUG Rating 81 -UO -G1 B1 -U0 -G2 B2 -UO -G2 B2 -1-10-G2 B2 -UO -G3 B3 -U0 -G3 B3 -UO -G4 B3 -UO -G4 B3 -U0 -G4 B3 -UO -G5 SI-2Lumens 3,074 6,006 8,962 11,842 14,672 17,558 20,764 23,527 26,244 29,056 BUG Rating B1 -U0 -G1 B1 -UO -G2 B2 -U0 -G2 B2 -UO -G3 B2 -UO -G3 83 -UD -G3 B3 -UO -G3 B3 -UO -G4 B3 -UO -G4 B3 -U0 -G4 SI-3Lumens 3,138 6,132 9,149 12,089 14,978 17,924 21,197 24,018 26,791 29,662 BUG Rating B1 -U0 -G1 61 -UO -G2 B1 -UO -G2 B2 -UO -G3 B2 -U0 -G3 B2 -UO -G3 B3 -UO -G4 B3 -UD -G4 B3 -U0 -G4 B3 -UO -G4 SI-4Lumens 2,981 5,826 8,693 11,486 14,231 17,030 20,140 22,820 25,456 28,184 BUG Rating B0 -U0 -G1 B1 -U0 -G2 B1 -U0 -G3 B1 -U0 -G3 B1 -U0 -G3 132-1-10-G3 B2 -UO -G4 B2 -U0 -G4 B2 -UO -G4 B2 -U0 -G5 5N0 Lumens 3,236 6,324 9,437 12,469 15,449 18,487 21,863 24,773 27,634 30,595 BUG Rating B1 -UO -GO B2 -U0 -G1 B3 -U0 -G1 B3 -U0 -G2 B3 -UO -G2 B4 -U0 -G2 B4 -UO -G2 B4 -UO -G2 B4 -UO -G2 85-1.10-G2 5M0 Lumens 3,296 6,441 9,610 12,698 15,733 18,828 22,266 25,229 28,142 31,158 BUG Rating B2 -U0 -G1 B3 -U0 -G1 B3 -UO -G2 B4 -U0 -G2 64-1-10-G2 B4 -U0 -G2 B5 -UO -G3 B5 -UO -G3 65-1-10-G3 B5 -UO -G3 5WQ Lumens 3,305 6,458 9,636 12,732 15,775 18,878 22,325 25,296 28,217 31,241 BUG Rating B2 -U0 -G1 B3 -1-10-G2 B4 -UO -G2 B4 -1-10-G2 B4 -UO -G2 B5 -UO -G3 B5 -UO -G3 B5 -UO -G3 B5 -UO -G4 B5 -UO -G4 SLVSLR Lumens 2,757 5,388 8,040 10,623 13,162 15,751 18,627 21,105 23,543 26,066 BUG Rating B1 -U0 -G1 B1 -UO -G2 B1 -U0 -G2 B1 -U0 -G3 B2 -UO -G3 B2 -UO -G3 B2 -UO -G3 B2 -UO -G4 B3 -UO -G4 B3 -1.10-G4 RW Lumens 3,207 6,267 9,351 12,356 15,309 18,320 21,666 24,549 27,384 30,319 BUG Rating B2 -U0 -G1 B3 -UO -G1 B3 -U0 -G1 B3 -UO -G2 B4 -U0 -G2 B4 -UO -G2 B4 -UO -G2 B4 -UO -G2 B4 -UO -G2 B5 -UO -G3 AFL Lumens 3,219 6,290 9,385 12,401 15,365 18,387 21,745 24,638 27,484 30,429 BUG Rating B1 -UO -G1 B1 -U0 -G1 B1 -U0 -G1 B2 -UO -G2 B2 -UO -G2 B2 -UO -G2 B2 -1-10-G2 B3 -UO -G2 83-1-10-G3 B3 -UO -G3 Nominal data for 4000K CCT. Eaton Eaton's Cooper Lighting Business 1000 Eaton Boulevard 1121 Highway 74 South o®per Lighting Cleveland, OH 44122 Peachtree City, GA 30269 Specifications and ADH140426 �7, United States P: 770-486-4800 dimensions subject to by �.Y.PJ Eaton.com v .cooperlighting.com change without notice. 2014-08-27 15:04:21 LUMEN MULTIPLIER LUMEN MAINTENANCE Ambient Temperature Lumen Multiplier 0°C 1.02 10°C 1.01 25°C 1.00 40°C 0.99 50°C 0.97 ORDERING INFORMATION Sample Number: GLEON-AE-04-LED-EI-T3-GM-700 Type AA SL4 HHS Type BB SL3 HHS Type CC SL2 HHS GLEON GALLEON LED Product Family' Ambient TM -21 Lumen Theoretical L70 Voltage Maintenance Color Temperature GLEON=Galleon (Hours) 01=1 (60,000 Hours) E7=120 -277V 25°C > 94% > 350,000 40°C > 93% > 250,000 50°C > 90% > 170,000 Sample Number: GLEON-AE-04-LED-EI-T3-GM-700 Type AA SL4 HHS Type BB SL3 HHS Type CC SL2 HHS GLEON GALLEON LED Product Family' Light Engine Number of Light Squares r Lamp Type Voltage Distribution Color Mounting GLEON=Galleon AE=1A Drive 01=1 LED=Solid State - E7=120 -277V T2=Type II AP=Grey [Blank]=Arm for Round or Current 02=2 Light Emitting 347=347V - -- T2R=Type II Roadway B2=Bronze Square Pole 03=3 Diodes 480=480V 3.4 T3=Type III BK=Black EA=Extended Arms 04=4 T3R=Type III Roadway DP=Dark Platinum MA=Mast Arm Adapter ° 05=5 T4FT=Type IV Forward Throw GM=Graphite Metallic WM=Wail Mount 06=6 T4W=Type IV Wide WH=White 07=7 5NQ=Type V Narrow 08=8 5MQ=Type V Square Medium 09=9 5WQ=Type V Square Wide 10=10 SL2=Type II w/Spill Control SL3=Type III w/Spill Control SL4=Type IV w/Spill Control SLL=90° Spill Light Eliminator Left SLR=900 Spill Light Eliminator Right RW=Rectangular Wide Type I AFL=Automotive Frontline Options (Add as Suffix) Accessories (Order Separately) 2L=Two Circuits" OA/RA1016=NEMA Photocontrol Multi -Tap - 105-285V 7030=70 CRI 3000KI OA/RA1027=NEMA Photocontrol - 480V 7060=70 CRI 6000K° OA/RA1201=NEMA Photocontrol - 347V 530=Drive Current Factory Set to 53GmA 10 OA/RA1013=Photocontrol Shorting Cap 700=Drive Current Factory Set to 700mA10 OA/RA1014=120V Photocontrol F --Single Fuse (120, 277 or 347V. Must Specify Voltage) MA1252=10kV Surge Module Replacement FF=Double Fuse (208, 240 or 480V. Must Specify Voltage) MA1036-XX=Single Tenon Adapter for 2-3/8" O.D. Tenon P=Button Type Photocontrol (120, 208, 240 or 277V) MA1037-XX=2@180° Tenon Adapter for 2-3/8" O.D. Tenon PERT=NEMA 7 -Pin Twistlock Photocontrol Receptacle MA1197-XX=3@120° Tenon Adapter for 2-3/8" O.D. Tenon R=NEMA Twistlock Photocontrol Receptacle MA1188-XX=4@90° Tenon Adapter for 2-3/8" O.D. Tenon HA=50°C High Ambient ° MA1189-XX=2@90° Tenon Adapter for 2-3/8" O.D. Tenon MS/DIM-L08=Motion Sensor for Dimming Operation, Maximum 8' Mounting Height ^•13.13•'" MA1190-XX=3@90° Tenon Adapter for 2-3/8" O.D. Tenon MS/DIM-L20=Motion Sensor for Dimming Operation, 9'- 20' Mounting Height 11•13.13.1' MA1191-XX=2@120° Tenon Adapter for 2-3/8" O.D. Tenon MS/DIM-L40=Motion Sensor for Dimming Operation, 21'- 40' Mounting Height "•13•t3•" MA1038-XX=Single Tenon Adapter for 3-1/2" O.D. Tenon MS/X-LO8=8i-Level Motion Sensor, Maximum 8' Mounting Height "•1Z12•14.15 MA1039-XX=2@180° Tenon Adapterfor 3-1/2" O.D. Tenon MS/X-L20=Bi-Level Motion Sensor, 9'- 20' Mounting Height'1•'2•'3•'4•'S MA1192-XX=3@ 120° Tenon Adapter for 3-1/2" O.D. Tenon MS/X-L40=Bi-Level Motion Sensor, 21'- 40' Mounting Height "•'z13,14.15 MA1193-XX=4@90° Tenon Adapter for 3-1/2" O.D. Tenon MS-LOB=Motion Sensor for ON/OFF Operation, Maximum B' Mounting Height "•1213•" MA1194-XX=2@90° Tenon Adapter for 3-1/2" O.D. Tenon MS-L20=Motion Sensor for ON/OFF Operation, 9'- 20' Mounting Height "•1213•'" MA1195-XX=3@90° Tenon Adapter for 3-1/2" O.D. Tenon MS-L40=Motion Sensor for ON/OFF Operation, 21'- 40' Mounting Height "•1213•" FSIR-100=Wireless Configuration Tool for Occupancy Sensor rs DIMRF-LW=LumaWatt Wireless Sensor, Wide Lens for 8' -16' Mounting Height t0 GLEON-MTI=Field Installed Mesh Top for 1-4 Light Squares DIMRF-LN=LumaWatt Wireless Sensor, Narrow Lens for 16'- 40' Mounting Height t6 GLEON-MT2=Field Installed Mesh Top for 5-6 Light Squares L90=Optics Rotated 900 Left GLEON-MT3=Field Installed Mesh Top for 7-8 Light Squares R90=Optics Rotated 90° Right GLEON-MT4=Field Installed Mesh Top for 9-10 Light Squares MT=Factory Installed Mesh Top LS/HSS=Field Installed House Side Shield 18,20 TH=Tool-less Door Hardware LCF=Light Square Trim Plate Painted to Match Housing 17 HSS=Factory Installed House Side Shield 18 Notes: 1. DeslgnLights Consortiums Qualified. Refer to www.designlights.org Qualified Products List under Family Models for details. 2. Standard 4000K CCT and minimum 70 CRI. 3. Requires the use of a step down transformer when combined with MS/DIM, MS/X or DIMRF. 4. Not to be used with un -grounded systems. S. May be required when two or more luminaires are oriented on a 900 or 1200 drilling pattern. Refer to arm mounting requirement table. 6. Factory installed. 7.21. is not available with MS, MS/X or MS/DIM at 347V or 48oV. 2L in AE -02 through AE -04 requires a larger housing, normally used for AE -05 or AE -06. Extended arm option may be required when mounting two or more fixtures per pole at 90° or 120°. Refer to arm mounting requirement table. 8. Notavailable with LumaWatt wireless sensors. 9. Extended lead times apply. Use dedicated IES files for 3000K and 6000K when performing layouts. These files are published on the Galleon luminaire product page on the website. 10. 1 Amp standard. Use dedicated IES files for 530mA and 700mA when performing Iayouts.Tnese files are published on the Galleon luminaire product page on the website. 11. Consult factory for more information. 12. Utilizes internal step down transformer when 347V or 480V is selected. 13. The FSIR-100 accessory is required to adjust parameters. 14. Not available with HA option. 15. Replace X with number of Light Squares operating in low output mode. 16. LumaWatt wireless sensors are factory installed only requiring network components RF-EM1, RF-GW1 and RF-ROUT1 in appropriate quantities. See www.cooperlighting.com for LumaWatt application information. 17. Not available with house side shield (HSS). 18. Only for use with SL2, SL3, SL4 and AFL distributions. The Light Square trim plate is painted black when the HSS option is selected. 19. This tool enables adjustment of parameters including high and low modes, sensitivity, time delay, cutoff and more. Consult your Eaton's Cooper Lighting business representative for additional details. 20. One required for each Light Square. Eaton Eaton's Cooper Lighting Business 1000 Eato 1121 Highway South Cooper Lig ht i ng Cleveland,GH u44122 Peachtree City,7GA 30269 Specifications and United States P: 770486-4800 dimensions subject to ADH140426 by E:T-N Eaton.cont www.cooperlighting.com change without notice. 2014-08-27 15:04:21 DESCRIPTION The cylindrical form of the Vision Flood Small LED luminaire blends effortlessly to architectural and landscape environments. The Vision Flood Small LED luminaire offers optical, energy and maintenance solutions for the full breadth of floodlighting applications. SPECIFICATION FEATURES Construction HOUSING: One-piece, die-cast aluminum housing maintains a nominal .125" thickness to endure the toughest environments while maintaining precise tolerance control. DOOR: Die-cast aluminum door maintains a nominal .125" thickness and features concealed hinging to the housing. Door is secured with four tamper-resistant recessed stainless steel alien head fasteners. Door frame features an integral accessory channel for the mounting of optional light control accessories. Doorframe seals to housing with a continuous extruded silicone gasket. Lens is impact -resistant .180" thick tempered clear flat glass, sealed to the door with a one-piece silicone gasket. IP66 rated. Optics DISTRIBUTION: State-of-the-art optical designs offer the choice of high efficiency floodlighting optical distributions including symmetric round, symmetric rectangular, asymmetric rectangular and tight spot beam patterns. Optic module DIMENSIONS is injection molded thermo plastic with highly reflective, metalized specular finish. LEDs: High output LEDs, 60,000+ hours life at>90% lumen maintenance per IESNA TM -21 Standards, offered standard in 4000K (+/- 275K) and nominal 70 CRI. Electrical DRIVER: LED drivers feature electronic universal voltage 120- 277V (50/60Hz), 347V (60Hz) or 480V (60Hz) > 0.9 power factor, < 20% harmonic distortion. Features ambient temperature rating range of +40*C (104°F) down to minimum starting temperature of -40*C (-40°F). Shipped standard with our proprietary circuit module designed to withstand 10kV of transient line surge. LEDs and drivers mounted to assembly trays and equipped with quick disconnects for base of maintenance. Mounting KNUCKLE: Heavy-duty die-cast aluminum knuckle utilizes a taper - lock adjustment mechanism for 14" ' t— 7-1/2"— [356mm] [191mm] N V U E ® eutions Catalog # Type Project Lino Lakes FS #2 Comments Date Prepared by Lukas Anderson both solid engagement and infinite aiming adjustment. Knuckle adjustment is made via one captive stainless steel alien head fastener consistent with doorframe fasteners. Tested to sustain 2G of vibration without loosing aiming position. VFS knuckle features a 3/4" NPT nipple on bottom surface for rigid attachment to available mounting accessories. Optional slipfitter mount available for VFS. Finish Housing is finished in five -stage, super premium TGIC polyester powder coat paint, 2.5 mil nominal thickness for superior protection against fade and wear. Standard colors include black, bronze, grey, white, dark platinum and graphite metallic. RAL and custom color matches available. Consult Outdoor Architectural Colors brochure for a complete selection. Warranty Five-year warranty. VFS VISION FLOOD SMALL LED ARCHITECTURAL FLOOD LUMINAIRE CERTIFICATION DATA 40°C Ambient Temperature Rating UL and cUL Listed ISO 9001 IP66 Luminaire LM79 / LM80 Compliant 2G Vibration Tested DesignLights Consortium© Qualified* ENERGY DATA Electronic LED Driver >0.9 Power Factor <20% Total Harmonic Distortion 120-277V 50/60Hz, 347V/60Hz, 480V/60Hz -40°C Minimum Temperature EPA Effective Projected Area: 1.19 Sq. Ft. SHIPPING DATA Approximate Net Weight: 18 lbs. (8 kgs) 241TI* Cooper Lighting ' '` AVU101240 by FeT"N *www.designlights.orgfnT 2014-07-2409:02:41 VFS VISION FLOOD SMALL LED DELIVERED LUMENS BY DISTRIBUTION, LED QUANTITY AND DRIVE CURRENT Voltage 350mA 20 LEDs 40 LEDs Drive Current / LED Quantity 525mA 700mA 20 LEDs 40 LEDs 20 LEDs 40 LEDs IES NEMA Type (H x V) TS (Tight Spot) 2,082 3,877 2,877 5,421 3,399 6,070 3 x 3 TBS (Fight Spot Baffle) 1,260 2,347 I(=Knuckle Mount 820-3=20 LEDS at 350mA - - 1 x 1 WST (Wide Symmetric Rectangular) 2,219 4,132 3,066 5,774 3,264 6,470 7 x 6 MST (Medium Symmetric Rectangular) 2,261 4,210 3,123 5,885 3,692 6,590 6 x 5 VAT (Vertical Asymmetric Rectangular) 2,243 4,177 3,100 5,840 3,663 6,540 6 x 6 NSR (Narrow Symmetric Round) 2,112 3,943 2,918 5,496 3,450 6,158 3 x 3 MSR (Medium Symmetric Round) 2,183 4,065 1 3,016 5,880 3,565 6,361 4 x 4 NOTE: Lumens values based upon 4000K CCT and 250C ambient operating temperatures. INPUT WATTS BY VOLTAGE, LED QUANTITY AND DRIVE CURRENT Voltage Input by Drive Current / LED Quantity 350mA 525mA 700mA 20 LEDs 1 40 LEDs 20 LEDs 40 LEDs 20 LEDs 40 LEDs Input Watts @ 120.277V 24W 46W 35W 67W 49W 94W Input Watts @ 347V 27W 48W 38W 70W 52W 97W Input Watts @ 480V 31W 52W 42W 73W 55W 100W LUMEN MULTIPLIER LUMEN MAINTENANCE Ambient Temperature Lumen Multiplier 10°C 1.04 15°C 1.03 25°C 1.00 40°C 0.96 50°C 0.92 Ambient TM -21 Lumen Theoretical L70 Temperature Maintenance (60,000 Hours) (Hours) 25°C > 94% > 350,000 40°C > 93% > 250,000 ORDERING INFORMATION Sample Number: VFS-K-B40-5-LED-EI-MST-GM Product Family' Mounting Type Number of LEDs / Lamp YP Type Voltage 9 Distribution Color Driver Current' VFS=Vision Flood I(=Knuckle Mount 820-3=20 LEDS at 350mA LED=Light E1=Electronic (120-277V) TS=Tight Spot AP=Grey Small 820.5=20 LEDS at 525mA Emitting D7=Electronic Dimming s TSB=Tight Spot Baffle 4,18 BK=Black 820-7=20 LEDS at 700mA Diodes 347=347V WST=Wide Symmetrical Rectangular BZ=Bronze B40-3=40 LEDS at 350mA 480--480V6 MST=Medium Symmetrical Rectangular DP=Dark Platinum B40-5=40 LEDS at 525mA VAT=Vertical Asymmetric Rectangular GM=Graphite Metallic B40-7=40 LEDS at 700mA°•l NSR=Narrow Symmetrical Round WH=White MSR=Medium Symmetrical Round Options (Add as Suffix) Accessories (Order Separately) PC=Button Photocontroi (Specify Voltage) JB-XX=Architectural Junction -box with Two 3/4" NPT Entries PM1-XX=Post Mount Extension Single - EPA 0.12 SG=Softening Glass° SM-XX=Stanchion Mount PM2-XX=Post Mount Extension Double - EPA 0.12 7060=70 CRI / 6000 CCT ST-XX=Stanchion Mount Tenon 10 VFS-CFR-XX=Color Filter Adapter with Red Gel't 8030=80 CRI 13000 CCT WM-XX=Wall Mount VFS-CFB-XX=Color Filter Adapter with Bright Blue Gel " WMA-XX=Wall Mount Arm VFS-CFG-XX=Color Filter Adapter with Deep Green Gel'1 WMT-XX=Wall Mount Tenon Mount10 VFS-CFO-XX=Color Filter Adapter with Warm Orange Gel " TMA-XX=Twin Mount Arm - EPA 0.35 VFS-BD-XX=Barn Doors - EPA 1.01 TMT-XX=Twin Mount Arm Tenon Mount - EPA 0.4210 VFS-TV-XX=Top Visor - EPA 0.6 SMT-XX=Surface Mount Tenon 1° VFS-4S-XX=Four Sided Visor SF-XX=Slipfitter VA6174=Tamper-proof Driver Bit CPR Cap Screw NOTES: 1. DesignLights Consortium° Qualified. Refer to www.designlights.org Qualified Products List under Family Models for details. 2. Standard 4000K CCT, nominal 70 CRI. 3.40 LEDs at 700mA (840-7) limited to 25°C ambient conditions. 4. Not available with color filters or external shielding. S. Not available with 20 LEDs at 700mA (820-7). Provides 0-10V DC low voltage leads used in dimming control. 6. Only available with normal power factor and <30THD. 7. Not available with 347V or 480V. 8. Available with 20 or 40 LEDs at 350mA (820-3 or B40-3) only. 9. Standard on WST distribution. 10. Must order SF Slipfiuer. 11. Not available with B40-5 or B40-7. Eaton Eaton's Cooper Lighting Business 1000 Eaton Boulevard 1121 Highway 74 South Doper ighti ng Cleveland, OH 44122 Peachtree City, GA 30269 Specifications and AVU101240 United States P: 770-486-4600 dimensions subject to by F.T.M Eaton.com www.cooperlighting.com change without notice. 2014-07-2409:02:41 VFS VISION FLOOD SMALL LED ACCESSORIES The Vision Flood Small (VFS) knuckle features a 3/4" NPT threaded nipple on its bottom surface for direct mounting to the following accessories: Junction Box (JB), Slipfitter (SF), Stanchion Mount (SM),Twin Arm Mount (TMA), Wail Mount Arm (WMA), Wall Mount (WM) and Post Mount Extensions (PM1, PM2). When coupled with the available slipfitter (SF), the VFS can be mounted to the following accessories: Surface MountTenon (SMT), Stanchion MountTenon (ST),Twin Mount Arm Tenon (TMT) and Wall Mount Arm Tenon (WMT). 3/4" [20mm] Diameter [108mm] 3/4" [20mm] Diameter 0 nmJ 4-1/2" [115mm] JUNCTION BOX (JB) U.L. and CSA listed for wet locations, the Vision J -Box is supplied with a 3/4" clearance hole on the top surface and two 3/4" NPT openings on the bottom surface. An optional drilling consisting of one 1/2" NPT opening on the bottom surface can be specified. 5/16" [8mm] Diameter 15" [381mm] o� [165mm] Square 3/4" [20mm] Diameter WALL MOUNT ARM (WMA) Extruded aluminum arm with cast mounting plate is 15" in length and is supplied with a 3/4" clearance hole entry point. 3/8" [60mm] 18" 5/16" ]457mm] [Bmm] 6" [152mm] Square Bolt Pattern L— 4" [102mm] —1 SLIPF17TER (SF) Die-cast aluminum slipfitter features a 3/4" NPT entry point on top surface to mate to standard VFS knuckle. Allows fixture assembly to be mounted to standard 2" pipe size (2-3/8" O.D.) tenons and tenon equipped accessories. 3/4" [20mm] Diameter Square Bolt Pattern STANCHION MOUNT (SM) Used to mount fixture above grade to solid surface, or partially buried when secured to concrete pad. Cast aluminum housing and mounting plate is 18" tali and is supplied with a single 3/4" clearance hole entry point. 6.• O [152mm]M0,11 0 0 Diameter5,127mm] I4" [102mm]—m][—� WALL MOUNT (WM) Cast aluminum mounting plate adapts around 4" square or octagonal J -box by others. Additional stud mounting is required beyond J -box attachment. Consists of mounting bracket and cast aluminum splice access cover providing a clean transition to the wall surface. Hanger mount integral to mounting plate allows for ease of installation. --_24" [610mm] _ 3/4" [20mm] Diameter TWIN ARM MOUNT (TMA) Soft form extruded aluminum arm is 24" in length and features two 3/4" clearance holes for twin fixture mount. Other lengths and drilling patterns available upon request.Twin arm base slip fits over standard 2" pipe size (2-3/8" O.D.) tenon. End caps are removable for wiring access. Useful in ground mount and pole mount applications. 5/16" [8mm] I Diameter 4" [702mm] 61/2" J [166mm]m] Square POST MOUNT EXTENSION (PM1/PM2) Cast aluminum assembly slip fits over standard 2" pipe size (2-3/8" O.D.) tenons and allows for single (PM1), or double (PM2) mount configurations. Assembly allows for 360° of fixture rotation.Top cap provides splice access. Useful for single or twin, pole mounted downward aiming applications. 4 24" [610mm] [1021nm] / ° ° 4" [70 2mm] 15" [381 mm) 5" [127mm] 3/4" [20mm] Diameter Square Bolt Pattern STANCHION MOUNTTENON (ST) Used to mount fixture above grade to solid surface, or partially buried when secured to concrete pad. Cast luminum housing and mounting plate is 18" tall and is supplied with a standard 2" pipe size (2-3/8" O,D.) tenon. Requires SF Slipfitter. TWIN ARM MOUNTTENON (TMT) Soft form extruded aluminum arm is 24" in length and features two standard 2" pipe size (2-3/8" O.D.) tenons for twin fixture mount. Other lengths and drilling patterns available upon request.Twin arm base slip fits over standard 2" pipe size (2-3/8" O.D.) tenon. End caps are removable for wiring access. Useful in ground mount and pole mount applications. For extended downward aiming, utilize PM1 or PM2 In conjunction withTMT. Requires SF Slipfitter. WALL MOUNTARMTENON (WMT) Extruded aluminum arm with cast mounting plate is 15" In length and is supplied with a standard 2" pipe size (2-3/8" O.D.) tenon. Also useful as an arm extension off square area lightpole. Requires SF Slipfitter. Eaton Eaton's Cooper Lighting Business 1000 Eaton Boulevard 1121 Highway 74 South Doper Lighting Cleveland, OH 44122 Peachtree City, GA 30269 Specifications and United States P: 770-486-4800 dimensions subject to by F®7aN Eaton.com www.cooperlighting.com change without notice. SURFACE MOUNTTENON (SMT) For above -grade surface mount placement, the SMT is supplied with a 4" tall standard 2" pipe size (2-3/8" O.D.) tenon. Requires SF Slipfitter. AVU101240 2014-07-24 09:02:41 ACCESSORIES TOP VISOR (VFS-TV) Controls excess spill and glare on top portion of distribution. Especially useful in uplighting applications to limit light travel above intended wall surface or sign. Mounts to accessory channel in doorframe. Compatible with all distributions. VFS VISION FLOOD SMALL LED BARN DOORS (VFS-BD) Four independently mounted and adjustable doors control cutoff angles in all directions, allowing custom distribution control for any application. Compatible with all distributions. VANDAL SHIELD (VFS-VS) 3/16" thick molded polycarbonate convex lens. Treated with UV inhibitor to discourage the gradual discoloration that results from exposure to sunlight and metal halide lamps. EXTERNAL GRID LOUVERS (VFS-GL1/VFS-GL2) Designed to control lamp glare and spill light while maintaining beam efficiency. Useful when aiming direction or intended target lies in close proximity to pedestrian and/or motor vehicle activity. Mounts to accessory channel in doorframe. Finished in black powder coat paint. GI -1 for NS and NF optics only. GL2 for MF, WF, VF and HS optics only. Eaton Eaton's Cooper Lighting Business 1000 Eaton Boulevard 1121 Highway 74 South Doper Lighting Cleveland, OH 44122 Peachtree City, GA 30269 Specifications and AVU101240 United States P: 770-466.4800 dimensions subject to by E:T-N Eaton.com www.cooperlighting.com change without notice. 2014-07-24 09:02:41 MTR Saulare Bollard LED seLux Project: Lino Lakes FS #2 Type: EE BSMFL - - 4L35 - 35 Series Height Light Engine CCT Qty: REC Finish Voltage Options Series Height Light Engine CCT Finish Voltage Options BSMFL MTR Square Bollard LED 2.5 21/2 feet 1L35 ® 27 2700 K WH White 120 DM Dimming (0-10V) Flat Top 3 3 feet 21-35 E] 30 3000 K BK Black 208 HL502 Hi -Lo Switching 3.5 31/2 feet 31-3535 3500 K BZ Bronze 240 (see p. 4) 4 4 feet R1 40 4000 K SV Silver 277 41-35 . SP Specify 3471 REC3 GFCI Receptacle Consult factory Premium 480 1 for other CCTs Color 1 Requires step down transformer 2120V, 240V, and 277V only 3 Only available in 3.5 and 4 ft. heights,120V only BSMFL 1 ❑ $n (200mm) 6 3 1'- 01/8" (308mm) D7 1. Luminaire Cover - Die-cast, aluminum cover, with smooth crisp form to reflect and complement the column design. Thick-walled, alu- minum cover is painted white on the interior for maximum luminaire efficiency. Removes by loosening three vandal -resistant, stainless steel screws for easy access to lamp chamber. Selux Corp. © 2013 TEL (845) 834-1400 FAX (845) 834-1401 www.selux.us MTRQBL-0713-01(ss-v1.2) 2. Gasketing - (not shown) Continuous gaskets provide weath- er -proofing, dust, and insect control at shielding base, fixture cover and between MTR rings. 3. Shielding - Consists of 8" (200mm) diameter injection -molded acrylic multi -prisms for total reflec- tion (MTR). MTR rings have a wall thickness of .591" and are pat- NRTL Listed for Wet Location (i.e. UL, CSA) terned after the light -bending char- acteristics of a prism. 4. LED Light Engine - (not shown) High efficiency LED light engine equipped with brand-name LEDs, available in 2700K, 3000K, 3500K, or 4000K CCT tolerance within a 3 -step MacAdams ellipse. 5. Drivers - (not shown) Electronic universal 120-277V, PFC > 0.95 6. Diffuser - (not shown) LED opti- mized UV resistant material ensures evenly lit MTR rings at high transmittance. 7. Column Fitter - Die-cast aluminum fitter, with built-in gasketing ridges, for smooth transition to column. 8. Surge Protector - (not shown) Designed to protect luminaire from electical surge (10M). 9. Hi -Lo Switching - (not shown) For details, please see page 4. Exterior Luminaire Finish - Selux utilizes a high quality Polyester Powder Coating. All Selux luminaires and poles are finished in our Tiger Drylac certified facility and undergo a five stage intensive pretreatment process where product is thorough- ly cleaned, phosphated and sealed. Selux powder coated products pro- vide excellent salt and humidity resistance as well as ultraviolet resistance for color retention. All products are tested in accordance with test specifications for coatings from ASTM and PCI. Standard exterior colors are White (WH), Black (BK), Bronze (BZ), and Silver (SV). Selux premium colors (SP) are available, please specify from your Selux color selection guide. 5 Year Limited LED Luminaire Warranty - Selux offers a 5 Year Limited Warranty to the original purchaser that the MTR Bollard LED luminaire shall be free from defects in material and workman- ship for up to five (5) years from date of shipment. This limited war- ranty covers the LED driver and LED array when installed and oper- ated according to Selux instruc- tions. For MTR Square Bollard LED luminaire suitable for ambient tem- perature of 45°C (113°F). For details, see "Selux Terms and Condition of Sale." Listings and Ratings: Tested to IN RTL Wet Location and IESNA LM - 79 -08 standards. LED tested to LM - 80 standards. Luminaire and LED tested at 25°C (77°F) ambient tem- perature. Union Made Affiliated with IBEW Local 363 In a continuing effort to offer the best product possible, we reserve the right to change, without notice, specifications or materials that in our opinion will not alter the function of the product. Specification sheets found at www.selux.us are the most recent versions and supercede all other printed or electronic versions. MTR Square Bollard LED Photometry BSMFL / 4 FT / 1 L35 / 4000K CCT Catalog # BSMFL-4-1 L35-40-120 Report # LM -63-2002 • Ideal for applications requiring linear distributions. • Maximum candela of 189 at 65' from vertical. • IES classification - B0 -U3 -G1 • Mounting Height = 4'(1.22 M) • 515 Delivered Lumens 0 61 Lumens per Watt DOWNLOAD IES FILE: htto/hvww selux uslfileadminh / xleriorle filalB MFL I 'o BSMFL / 4 FT / 41-35 / 4000K CCT Catalog # BSMFL-4-4L35-40-120 Report # LM -63-2002 • Ideal for applications requiring linear distributions. • Maximum candela of 258 at 65' from vertical. 0 IES classification - 131-1-14-G1 0 Mounting Height = 4'(1.22 M) • 1939 Delivered Lumens • 64 Lumens per Watt DOWNLOAD IES FILE: hqn'//w,Seluz.us/fleadmin/us/exleriorries fileBSMFL IESzig Conversion Chart (Values based on 4000K) CCT Multiply 2700K 0.94 3000K 0.95 3500K 0.98 4000K 1.00 1 L35 0 U I.—I r10— L I I I Un6II IVIaA la nuc la ) 8E 141 i _L -30° verucal rlane tnrougn max Lanaeia -30° Energy Consumption selux � amunmmnyrn[Kanwuraiunnunra�r�r; - ■■■■■■■■■■ ■■w MEMa No ONONE I NoNNIA momOMNI klqi�LFZENNONNEEMEMENNON 0�zj 4 3 2 90° 1 0 1 60° 2 3 4 0. 30° 5 4 3 2 1 0 1 2 3 4 5 Light Engine 1 L35 21-35 31-35 41-35 Power Input 8W 16W 23W 31W 21-35 D❑a 31-35 Dia Handhole 00 Selux Corp. © 2013 In a continuing effort to offer the best product possible, we reserve the right to change, without notice, specifications or materials that in our opinion will not alter the MTROBL-0713-02 (ss-vl.2) function of the product. Specification sheets found at www.selux.us are the most recent versions and supercede all other printed or electronic versions. MTR Square Bollard LED selux Profiles Option Details GFCI Receptacle (REC) - GFCI duplex receptacle with cast base welded to pole and gasketed, provided with weather-proof, self-closing cover; located 36" (915mm) from base of pole, inline with handhole. Receptacle is intended only for portable tools or other portable equipment to be connected to outlet only when attended by operating personnel. For use with 120V applications only. For other fixture voltages, please consult factory for wire segregation requirements. 213/16" Height (71 mm)�(21/ 6 2.5 30" T_ 3 36" 46/6" �o (117mm) o 3.5 40" ° 4 48" Anchorage Information NOTES: 1. BOLLARD ORIENTATION ISCRIM44 ROD&HANDHOLELOCATIONSARECRITICAL 2 LOCATESINGLEBOLTATHANDHOLELOCATION. 3. ADEQUATEDRAINAGEMUSTBEPROVIDEDINCONCRETEFOUNDATION. 77/8"1100.Omm15QUARE 4 CONDUITSHOULDSESTUBEDUPABOVETHECONCRETEFOOTING 43W[111.1m, 3/8-16x 11"GALVANIZED — ANCHORBOLT 063/1 3/8-166ALVANIZED BOUCILTCIRCLE LE HEAVYHEXNUT 3/8"6ALVANIZED LOCKWASHER 1" X\ [50.8mmJ 3/8"6ALVANIZED fLATWASHER \ a — 3/8-16GALVANIZED HEAVYHEXNUT 04"[O 101.6mmj CONDUITOPENING 1/16" CONCRETE [1.6mmj Ref. HANDHOLE BOLT CIRCLEDETAIL (Not to Scale) SIDEOFCOLUMN USECAUTIONWHENSETTINGANCHORBOLTS. BOLTSMUSTBE VER77CALLYSTRA16HTAND CENTERED ON DIMENSIONS SHOWN. 7 Selux Corp. © 2013 In a continuing effort to offer the best product possible, we reserve the right to change, without notice, specifications or materials that in our opinion will not alter the MTROBL-0713-03 (ss -v1.2) function of the product. Specification sheets found at www.selux.us are the most recent versions and supercede all other printed or electronic versions. MIA Square BoHard LED Standard Single Wiring For 120-277V From Line Cord 0-10V Dimming Option (DM) Wiring For 120-277V From Line Cord salw Hi -Lo Switching Option (HL) Wiring For 120-277V. When red is energized, light output will be at "Lo" level. Standard HL level: HL50 = low output, 50%. For other combinations, consult factory. From Line Cord Selux Corp. © 2013 In a continuing effort to offer the best product possible, we reserve the right to change, without notice, specifications or materials that in our opinion will not alter the MTRQBL-0713-04 (ss -v1.2) function of the product. Specification sheets found at www.selux.us are the most recent versions and supercede all other printed or electronic versions. MTR Sauare LED 347/430V (Standard) From Line Cord 347/430V with 0-10V Dimming Option From Line Cord 28WK Selux Corp. © 2013 In a continuing effort to offer the best product possible, we reserve the right to change, without notice, specifications or materials that in our opinion will not alter the MTROBL-0713-05 (ss -1.1) function of the product. Specification sheets found at www.selux.us are the most recent versions and supercede all other printed or electronic versions. 2015 Environmental Goals • Promote environmental stewardship with the citizens of Lino Lakes by communicating environmental initiatives in the city using various means of communication such as: • City Web Pages • Newsletter Spring Summer Fall Winter • Power Point Presentation • Earth Day • Arbor Day • Recycling Days • Partner with Anoka County Integrated Waste and the School District with a focus on recycling • Participate in Blue Heron Days (August), providing public service educational material if the opportunity presents itself • Participate in Earth Day (April) activities in the community, promoting environmental awareness and collaboration with other environmental focused organizations. Enhance communication and promotion for this event. • Communicate with our residents about conservation workshops offered in our area. Coordinate with RCWD outreach and education coordinator. Add a link to Anoka County RCWD. • Monitor any activity in the AUAR as well as other proposed development areas, focusing on the values that Lino Lake's citizens have expressed in the vision for our city and the unique ecological aspects of our wetlands, lakes and streams and subsurface waters. Apply mitigation plan as defined for that area. Be involved in any review/updates of the AUAR and other environmental regulatory documents. • Perform an evaluation of past Environmental Board recommendations for development projects. Review a sampling of a variety of projects by site visits, discussion with city staff, and landowners, neighbors, on the outcomes of the Board's recommendations. If necessary, submit a summary of significant findings resulting from the review in writing to the Community Development Director. • Promote conservation development within the City incorporating the Open Space/Trail Plan and Handbook for Environmental Planning and Conservation Development within the scope of the new Resource Management Plan, and the RCWS rules. Review rule changes, SAMP documents and Surface Water Management Plan updates as they occur. • To meet or exceed our City recycling goal of 50 (1836 tons) percent or greater of our Municipal solid waste. Find innovative ways to promote and encourage recycling as a city. Inventory city facilities for recycling and look into ways for school facilities to reduce waste and increase recycling. Apply for recycle grants. • Maintain the Community Garden site and establish a preparatory gardening group. Continue to monitor the soil quality at the Community Garden site. • Implement the Lino Lakes Preparedness Plan for EAB as needed. • Work on Wollan's Park Wetland bank. • Continue to monitor the Heron rookery and water quality in the northern one third of Peltier Lake and to support the protection of resources in that area. Update Council on these matters. Recruit new volunteers to help with rookery maintenance and monitoring. • Investigate and possibly promote the alternative energy idea of solar gardens in Lino Lakes, and/or participation in solar gardens in other cities. • Continue to enhance recycling efforts through grants from Anoka County Integrated Waste NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF LINO LAKES, MINNESOTA: 1. That the 2015 goals of the Lino Lakes Environmental Board be adopted. Adopted by the Lino Lakes City Council this Day of , 2015 Jeff Reinert, Mayor The motion for adoption of the foregoing resolution was duly seconded by Council Member and upon vote being taken thereon, the following voted in favor thereof: The following voted against same: Whereupon said resolution was duly passed and adopted. 2 CERTIFICATION I hereby certify that the above is a correct copy of a resolution duly passed, adopted and approved by the City Council on date. 3 Environmental Board Mtg KC Kye 01/28/15 Our Recycling Saturdays were a success for the remainder of 2014, and have been growing in its services and special events. For the months of November, December, as well as, January of this year, we have surpassed our previous year's tonnage for electronics, TVs, scrap metal, and appliances recycled with more than 2.25 tons more per month! For the holidays we had special holiday lights recycling at ACE Frattalone's from December to January. We also collected 70 Christmas trees and chipped them with the help of Public Works staff. For upcoming spring and summer months, we are planning exciting events Lino Lakes' residents have been requesting. The following are special events: paper -shredding in February and May, bicycles for reuse and recycling in May, and carpet recycling. Please look for a postcard or pamphlet detailing these events. For the second year in a row, we are planning to participate in organic recycling for our summer events: Corn Roast (July) and Blue Heron Day Festival (August). Please mark your calendars for these green and fun events as details come out. Our newest addition to Recycling Saturdays is Furniture & Mattress Recycling. From a grant from Anoka County, we received a 20 ft. sea container to load, store, and deliver our unusable furniture and mattresses. Once full, our vendor delivers the container with our materials to Great River Energy in Elk River. Parts of the furniture and mattresses that can be recycled are put aside, and materials that cannot be recycled are disposed of and turned into electricity. For more information about GRE: http://www.greatriverenergy.com/. With allotted funds from the county, we are also expanding our pilot organic recycling program by including Public Works. The LLPD and City Hall have done such a great job diverting food and paper waste into organic recycling containers in their lunch rooms, we will add another organics dumpster at the Public Works facility. The organics materials are collected, transported, then composted into good soil (instead of creating methane, a harmful greenhouse gas). We are currently in discussion with public and private organizations who are interested in organic recycling. For more information about composting: http://www.sanimax.com/. We are still collecting aluminum cans at our Recycling Saturdays, and are waiting for our first Lino Lakes' business who would like to become an Environmental Partner. We will be sending out an email with more info about business recycling and the aluminum can collection opportunity in February. Please consider this amazing opportunity to be a green business. Environmental Board Mtg KC Kye 01/28/15 Furniture & Mattress Recycling Sea Container Organics Recycling Dumpster (blue) Recycling Tonnage 2008-2014 Year Goal Actual Ibs Per Person % of Goal 2014 1819 2044.82 198.29 112 2013 1894 2142.89 209.01 113 2012 1819 2032.25 203.36 112 2011 1777 1877.11 184.89 106 2010 1749 1888.72 188.99 108 20091 17371 1 1900.871 191.511 109 20081 17271 1 1946.551 197.26 112 Year Goal Actual 2012 1819 2032.25 2011 1777 1877.11 2010 1749 1888.72 2009 1737 1900.87 2008 1727 1946.55 % of Goal 112 106 108 109 112 Environmental CITY' OF IN 4.KE Memo To: Lino lakes Environmental Board From: KC Kye Date: January 28, 2015 Re: Recycling Updates; Recycling Goals I have attached updates on our Recycling Saturdays, as well as, additions to our city's recycling services. As we look to 2015, we look forward to more participation from our residents as we provide more services. We are also looking to partner with nearby cities to collaborate for a bigger event. Also, attached are our recycling goals from 2008-2014. For 2014, we have surpassed our Anoka County goal with 2044.82 tons (112%). KC Kye 0 Page 1