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HomeMy WebLinkAbout2015-10-02 Planning Report ENCLOSURE . T 3601 Thurston Avenue N. Suite 100 Anoka, MN 55303 Phone: 763.231.5840 Facsimile: 763.427.0520 TPCQPIanningCo.com PLANNING REPORT TO: Eric Johnson FROM: Scott Richards DATE: October 2, 2015 RE: Oak Park Heights— Stillwater Area High School —Addition and Renovations— 5701 Stillwater Boulevard North TPC FILE: 236.02 — 15.06 BACKGROUND Steve Erickson of BWBR Architects, representing Stillwater Area Schools (IDS 834) has submitted an application for an expansion and remodel of the Stillwater Area High School to accommodate 9th grade students. The building addition will create a 9th — 12th grade high school and will require the following changes and additions to the high school: 1. 19 new classrooms 2. 22 renovated classrooms 3. 4 new gym teaching stations and a dedicated gymnastics gym 4. Expanded food service within the existing building 5. 6 additional buses 6. 30 additional teachers 7. 4 turf fields to provide better utilization of play/performance space for additional and current student use The site is zoned 0, Open Space Conservation District in which the high school has been permitted as a conditional use. Any changes to the site or the uses require an amended CUP. The project requires Site Plan but not Design Guideline review. The original CUP for the high school was approved December of 1991. EXHIBITS The review is based upon the following submittals: Exhibit 1: Project Narrative, September 9, 2015 Exhibit 2: Additional Information Response, September 24, 2015 Exhibit 3: Boundary/Topographic Survey (1) Exhibit 4: Boundary/Topographic Survey (2) Exhibit 5: Boundary/Topographic Survey (3) Exhibit 6: Boundary/Topographic Survey (4) Exhibit 7: Boundary/Topographic Survey (5) Exhibit 8: Boundary/Topographic Survey (6) Exhibit 9: Boundary/Topographic Survey (7) Exhibit 10: Boundary/Topographic Survey (8) Exhibit 11: North Demolition Plan (200.CD) Exhibit 12: South Demolition Plan (201.CD) Exhibit 13: North Paving and Dimension Plan (200.CP) Exhibit 14: South Paving and Dimension Plan (201.CP) Exhibit 15: North Grading and Erosion Control Plan (200.CG) Exhibit 16: South Grading and Erosion Control Plan (201.CG) Exhibit 17: North Utility Plan (200.CU) Exhibit 18: South Utility Plan (201.CU) Exhibit 19: North Traffic Plan (200.CT) Exhibit 20: South Traffic Plan (201.CT) Exhibit 21: Details (210) Exhibit 22: Details (211) Exhibit 23: Details (212) Exhibit 24: Overall Site Tree Removal and Protection Plan (100.LP) Exhibit 25: Tree Removal Matrix (101.LP) Exhibit 26: Overall Landscape Plan (200.LP) Exhibit 27: Landscape Plan Area 1 (201.LP) Exhibit 28: Landscape Plan Area 2 (202.LP) Exhibit 29: Landscape Plan Area 3 (203.LP) Exhibit 30: Landscape Plan Area 4 (204.LP) Exhibit 31: Landscape Details and Notes (220) Exhibit 32: Photometric Site Plan (E900.TP) Exhibit 33: Bollard Fixture — KBC8 LED Exhibit 34: Parking Lot Fixture — CSX2 LED Exhibit 35: Wall Sconce Fixture—WSQ LED Exhibit 36: Floor Plan — First Level Exhibit 37: Floor Plan — Second Level Exhibit 38: Exterior Elevations — PAC (510) Exhibit 39: Exterior Elevations— Stem and Humanities (511) Exhibit 40: Exterior Elevations— PAC — Color(515) Exhibit 41: Exterior Elevations — Stem and Humanities— Color(516) Exhibit 42: Elevation Detail Exhibit 43: Elevation Detail Exhibit 44: Existing Exterior Images (517) Exhibit 45: Phasing Plan Exhibit 46: City Arborist Report Exhibit 47: City Engineer Report Exhibit 48: Fire Chief Report 2 PROJECT DESCRIPTION The Project Narrative from Steve Erickson, found as Exhibit 1, describes the project. The narrative is as follows: Stillwater Area Public Schools, ISD 834, wishes to expand and remodel Stillwater Area High School to accommodate 9th grade students who will now be attending the high school. The bond referendum, which passed in May of this year, confirmed the voters desire to create a 9th — 12th grade high school; 6th — 8th grade middle schools; and pre-K — 5th grades elementary schools. Minor remodeling will be required at all schools; however, a new elementary school, and additions and remodeling at the high school, are the primary District changes resulting from this shift in grade configuration. To accommodate approximately 600 new 9th graders at the high school, the following changes and additions are planned: 1. 19 new classrooms 2. 22 renovated classrooms 3. 4 new gym teaching stations 4. Expanded food service within the existing building 5. 6 additional buses 6. 30 additional teachers 7. 4 turf fields to provide better utilization of play/performance space for additional and current student use The addition of the 4 new gym teaching stations and a dedicated gymnastics gym will displace parking on the west side of the current gymnasium. The displaced parking, along with 30 new spaces for additional teachers, will be provided by expanding the main lot on the west side of the school. The addition of 6 new buses will be accommodated by minor modifications to the existing bus loading and circulation area. The additional 600 9th grade students will not increase car parking or traffic other than the teacher and bus counts mentioned previously, because these students do not drive. No perceivable increase in general traffic in the area is anticipated with these changes. Additional parking will be provided on the east side of the building as a result of minor revisions to bus circulation with the existing bus loading area, which will be adjacent to the relocated tennis courts. Since the 9th grade students already participate in some high school music, arts, drama and athletic activities, the number of events on this site is not expected to increase substantially as a result of them now attending classes at the high school. The design of the additions to the high school will use the original brick and detailing will be similar and complementary to the original design. 3 The School District has indicated that the current maximum enrollment of students is 2,275 and after the addition it will be 2,822. There are currently 79 classrooms and the number after the addition will be 98. ISSUES ANALYSIS Comprehensive Plan. The property is designated as School Facilities on the Proposed Land Use Map of the Comprehensive Plan. The proposed expansion of the high school and changes to the site will be consistent with this land use designation. Zoning. The site is zoned 0, Open Space Conservation District in which the high school has been permitted as a conditional use. Any changes to the site or the uses require an amended CUP. Additionally, a portion of the building is over the building height limit of 35 feet, requiring a CUP. The criteria found in Section 401.03.A.7 of the Zoning Ordinance must be considered when reviewing the request for the site and building changes as well as the allowance for the building height. Conditional Use Permit. The Planning Commission should consider the following issues and impacts of the proposed project in making its recommendation. The conditional use permit criteria, found in Section 401.03.A.7 of the Zoning Ordinance, are found as follows: 1. Relationship to the specific policies and provisions of the municipal comprehensive plan. 2. The conformity with present and future land uses in the area. 3. The environmental issues and geographic area involved. 4. Whether the use will tend to or actually depreciate the area in which it is proposed. 5. The impact on character of the surrounding area. 6. The demonstrated need for such use. 7. Traffic generation by the use in relation to capabilities of streets serving the property. 8. The impact upon existing public services and facilities including parks, schools, streets, and utilities, and the City's service capacity. 9. The proposed use's conformity with all performance standards contained herein (i.e., parking, loading, noise, etc.). Comment: The use is consistent with the Comprehensive Plan and in conformity with present and future land uses. There should be no environmental issues or impact to surrounding neighbors or property owners. Traffic generation will not be significantly different in that the 9th grade students do not drive. The addition of 30 additional staff and six buses will not significantly impact the number of trips per day generated from this use. There is no impact upon public services and facilities. City Staff sees no issues with the addition as currently proposed. 4 Additional Conditional Use Permit criteria are found in Section 401.320.E related to senior high schools: 1. Private and public pre-school, elementary, junior or senior high schools provided that: a. Adequate screening from abutting residential uses and landscaping is provided in compliance with Section 401.15.E. of this Ordinance. Comment: The visual impact of the changes will be minimal to residential properties to the south. Existing and proposed landscaping shall provide a visual softening of the buildings and facilities. b. Adequate off-street parking and access is provided on the site or on lots directly abutting across a public street or alley to the principal use in compliance with Section 401.15.F. of this Ordinance and that such parking is adequately screened and landscaped from surrounding and abutting residential uses in compliance with Section 401.15.E. of this Ordinance. Comment: There is adequate off street parking and access for the use. The parking will be shielded by buildings or landscaping. c. Adequate off-street loading and service entrances are provided and regulated where applicable by Section 401.03.F. of this Ordinance. Comment: Adequate off street loading and service entrances are provided. d. Adequate emergency vehicle access is provided to and within the site. Comment: The Police Chief and Fire Chief shall comment. Please find attached a letter from the Fire Chief. e. The site is served by an arterial or collector street of sufficient capacity to accommodate the traffic that will be generated. Comment: The existing street access is adequate. f. The provisions of Section 401.03.A.7 of this Ordinance are considered and satisfactorily met. Comment: Reviewed above. 5 Site Plan and Building Changes. The changes to the site and building are as follows: 1. At the north side of the site, adjacent to the west site access from 58th Street North, a new parking lot is being added. 2. The existing parking area and tennis courts at the southwest corner of the building will be removed to make room for the new gym space and gymnastics addition as well as new parking and the Pony Plaza area. 3. To the east of Pony Stadium, three turf fields will be added for additional play space and 12 tennis courts. 4. At the east end of the existing school building, two new building additions will be added to add classroom space. Additional parking will be added to the east side of the building and minor changes will be made to the bus loading area. Setbacks. The building and parking areas are compliant with all setback requirements. Traffic Circulation/Curb Cuts. The site plan indicates that there will be no changes to the current street access for the high school. The plan shall be subject to review by the Police Chief and Fire Chief for emergency vehicle access. Please note the letter from the Fire Chief (Exhibit 48) that indicates issues with access and the need for a turnaround area. The Fire Chief is working with Steve Erickson, the Project Architect to address the issues. Prior to the Planning Commission meeting, the issues will need to be resolved to the satisfaction of the Fire Chief. Public Access. The development agreement for the original construction of the high school included a provision that in lieu of paying park dedication fees, the school district was responsible for keeping the facilities open for public use. The wording of that section of the agreement is as follows: In lieu of payment of park dedication fees otherwise required under the ordinances of the City of Oak Park Heights, the Developers constructing various sporting and athletic fields shall allow their use by the public in addition to the school population. The Developer shall continue to work to assure the public access to and right of use of the various athletic fields, playing fields and facilities for community athletic events. The intent of this paragraph is not to alter the existing priorities that have been established by Independent School District No. 834 for the use of their playing fields and facilities, but to assure the continued use of those facilities by the public. Steve Erickson responded to this development agreement provision in Exhibit 2. He indicated that Community Education coordinates all after hours programming and access to the high school. Staff requests that Mr. Erickson clarify what was allowed for public access when the facility was first constructed versus what is allowed now. Has there been a change in the level of public access? Also, how will the School District assure that public access is continued at the high school? 6 Snow Storage. The plans do not indicate areas for snow storage. The applicant shall indicate where the snow is to be stored. Parking. Section 401.15.F.9. of the Zoning Ordinance provides the parking requirements for high schools and related facilities. Here are the parking requirements: School, High School through College and Private and Day or Church Schools: At least one (1) parking space for each seven (7) students based on design capacity plus one (1) for each three classrooms. Auditorium or event space shall be calculated subject to a separate additional calculation. Theaters, Civic Centers, Auditoriums, Stadiums, Sports Arena, or Similar Uses: One (1) pace for each four(4) seats, plus one space for each two employees. The following table provides an analysis of required parking spaces: Parking Analysis Required Requirements Spaces 1 per 7 Students 2,822 Students/ 7 404 1 per three 98 Classrooms/3 33 classrooms Auditorium — 1 per 490 seats/4 123 four seats Black Box 120 /4 30 Main Gym 1364/4 341 Wrestling Gym 130 /4 33 Gymnastics Gym 120 /4 30 Gymnastics Gym 100 /4 25 Ponies Activity Center 440/4 110 Main Forum Room 146 /4 37 Employees 86 /2 43 Total 1,209 Per ordinance, the site would require 1,209 parking spaces. The proposed site plan indicates a total of 1,224 spaces, with adequate disability spaces. It is unlikely that all of the classrooms, auditorium, gyms and the activity center would be at full capacity at one time. There should be adequate parking as proposed. Additionally, the phasing plan provides for parking at each stage of the construction project to accommodate the school's needs as well as the contractor. Landscaping. The landscape plans indicate the trees that will be removed and additional landscaping that will be added to the site. The submitted landscape plan is subject to City Arborist review and approval. City Arborist comments are found as Exhibit 46 to this report. 7 Lighting. The lighting plan indicates the locations of the new parking lot fixtures as well as the proposed photometric plan. The lighting specifications indicate that the fixtures to be used in the parking lot will be full cut off and LED. The photometric plan is consistent with the lighting requirements. The building lights and bollard fixtures to be used are also full cut off and LED. The parking lot fixtures shall be installed so that they are not more than 25 feet in height and all the fixtures shall be consistent with Section 401.15.B.7 of the Zoning Ordinance as it relates to lighting requirements. No new field lighting will be added to the proposed turf fields or tennis courts. Mechanical Screening. All of the mechanical equipment is to be installed within the building additions. If any mechanical equipment is ground or roof mounted it shall be consistent with Section 401.15.E.10.e. of the Zoning Ordinance as it relates to screening. Grading, Drainage, Erosion Control and Utilities. Grading, drainage, erosion control, and utility plans are subject to review and approval by the City Engineer. Please find attached the report of the City Engineer indicated as Exhibit 47. Storm water issues are also subject to review and approval by the Valley Branch Watershed District. The City Engineer is reviewing the original approvals and payment of area charges for the development. If required, the City will add a condition to the approvals for payment of additional area charges for the changes to the site. Signage. The only sign to be added to the site is on the new gate to the stadium. It will read Stillwater Stadium and is consistent with the allowable signage for the site. Signage with a letter and number will also be added to the exterior doors for security identification purposes. It does not appear that the stadium sign will be lit. Design Guidelines. The high school is not subject to Design Guideline review. The building additions will use the same brick and the detailing will be complementary to the original design. Color elevations and perspective diagrams have been provided for review, as well as pictures of the existing building. A material sample board will be provided for review at the Planning Commission meeting. Building Height. The additions, for the most part are within the 35 foot building height limit of the 0 Open Space District. The Pony Activity Center will be 37 feet, one inch from the ground level. Section 401.15.C.4. of the Zoning Ordinance allows exceptions to the building height by CUP. A two foot, one inch variation from the building height will not be significant and not have an impact on surrounding properties. City Staff recommends that the CUP be approved. Development Agreement. The applicant will be required to enter into an amended development agreement with the City. The development agreement shall be subject to review and approval of the City Attorney. 8 CONCLUSION / RECOMMENDATION The Planning Commission is to consider the following as it relates to this request: 1. Amended Conditional Use Permit for Site and Building Changes 2. Conditional Use Permit for Building Height Upon review of the application for an Amended Conditional Use Permit to allow site and building changes at Stillwater Area High School located at 5701 Stillwater Blvd North, City Staff would recommend the project with the conditions as follows: 1. The plans shall be subject to review and approval by the Police Chief and Fire Chief for emergency vehicle access. Prior to the Planning Commission meeting, the issues will need to be resolved to the satisfaction of the Fire Chief. 2. The Applicant shall clarify what was allowed for public access when the facility was first constructed versus what is allowed now. Has there been a change in the level of public access? Also, how will the School District assure that public access is continued at the high school? 3. A snow storage/removal plan shall be provided. 4. All tree removal and landscape plans shall be subject to review and approval of the City Arborist. 5. All lighting proposed for the school building or parking areas shall be in compliance with Section 401.15.B.7 of the Zoning Ordinance. 6. Any mechanical equipment installed outside of the building shall be screened in accordance with Section 401.15.E.10.e of the Zoning Ordinance. 7. Any signage proposed for the site shall be in compliance with Section 401.15.G of the Zoning Ordinance and will require a sign permit. 8. The grading and drainage plans shall be subject to review of the City Engineer and the Valley Branch Watershed District. 9. If required, the City will add a condition to the Development Agreement for payment of additional area charges for the changes to the site. 10. All utility plans shall be subject to the review and approval of the City Engineer. 9 11. The Planning Commission and City Council shall comment on the building addition appearance, colors, and materials as part of the CUP review. 12. The applicant shall be required to enter into an amended development agreement. The development agreement shall be subject to the review and approval of the City Attorney. 13. Any other conditions of City staff, the Planning Commission and the City Council. Pc: Julie Hultman 10 EXHIBIT BWBR Project Narrative Stillwater Area Public Schools High School Addition&Renovations 2015 Application for Amended Conditional Use Permit September 9, 2015 Project Narrative Stillwater Area Public Schools,ISD 834,wishes to expand and remodel Stillwater Area High School to accommodate 9th grade students who will now be attending the high school.The bond referendum,which passed in May of this year, confirmed the voters desire to create a 9th—12th grade high school;6th—8th grade middle schools and pre-K—5th grades elementary schools. Minor remodeling will be required at all schools; however,a new elementary school,and additions and remodeling at the high school,are the primary District changes resulting from this shift in grade configuration. To accommodate approximately 600 new 9th graders at the high school,the following changes and additions are planned: • 19 New classrooms • 22 Renovated classrooms • 4 New gym teaching stations • Expanded food service within the existing building • 6 Additional buses • 30 Additional Teachers • 4 Turf fields to provide better utilization of play t performance space for additional and current student use. The addition of the 4 new gym teaching stations and a dedicated gymnastics gym will displace parking on the west side of the current gymnasium.The displaced parking,along with 30 new spaces for additional teachers,will be provided by expanding the main lot on the west side of the school. The addition of 6 new buses will be accommodated by minor modifications to the existing bus loading and circulation area. The additional 600 9th grade students will not increase car parking or traffic other than the teacher and bus counts mentioned previously, because these students do not drive. No perceivable increase in general traffic in the area is anticipated with these changes. Additional parking will be provided on the east side of the building as a result of minor revisions to bus circulation with the existing bus loading area,which will be adjacent to the relocated tennis courts. Since the 9th grade students already participate in some high school music,arts, drama and athletic activities,the number of events held on this site is not expected to increase substantially as a result of them now attending classes at the high school. The design of the additions to the high school will use the original brick and detailing will be similar and complementary to the original design. \\05cfs01\prod\1429880\03-Data\Code-Regulatory\Stillwater Area Public Schools-Project Narrative.docx EXHIBIT BIW BIER SAINT PAUL l MADISON 380 St.Peter Street,Suite 600 651.222.3701 Saint Paul,MN 55102 bwbr.com September 24,2015 Scott Richards TPC 3601 Thurston Ave.N.Suite 100 Anoka,Minnesota 55303 Re: Stillwater Area Public Schools High School-PAC BWBR Commission No.3.2014298.80 Dear Scott: Following are our responses to the 13 requests for additional information to complete our application for amended conditional use permit for Stillwater Area High School.Responses are noted in'bold italics.' 1. Provide a calculation of the change in impervious area. Provide drainage and ponding calculations. Response: The impervious surface at the high school site will be increased by 235,984 square feet.The drainage and ponding calculations are attached. 2. Provide the anticipated change in SAC. Response: • 99 sinks will be removed,287 sinks added;net increase of 188 sinks. • 1 toilet will be removed,71 toilets added,net increase of 70 toilets. • 1 Drinking fountain will be removed,26 added,net increase of 25 drinking fountains. • 2 dishwashers will be added. 3. Additional information is required related to parking,including an inventory of existing parking,what is to be removed,and the total upon project completion.Identify where parking for construction workers will be staged. Response: The Traffic Plan(Sheets 200.CT and 201.CT)has a summary of the parking counts.Existing parking is currently 950 stalls.147 of the existing stalls will be removed for the building addition and 421 parking stalls will be added with the expansion of the student lot,the new north lot and expansion of the southeast lot. The total stalls after construction will be 1224. The Phasing Plans identify how the work is planned to proceed and shows the existing tennis court area as the primary staging and parking during the most of the phases of construction. The new north lot will be constructed as part of the first phase(spring and summer of 2016)and then will be used for construction workers during the later phases Mr.Scott Richards Stillwater Area Public Schools High School - PAC September 24,2015 Page 2 of 3 of work along with the existing tennis court area,until this area is constructed as part of the last phase of work(summer of 2017). 4. Identify if any of the new play fields will be lit or irrigated. Response: No new field lighting or field irrigation will be added as a result of the field improvements. 5. Provide fixture specifications for all building wall and site lighting Response: Light fixture catalog cuts provided. 6. Provide a building material board with colors for the Planning Commission meeting. Response: Proposed building materials for new additions will be presented at the Planning Commission meeting. 7. Provide color building elevations. Response: Colored building elevations and 30 images provided. 8. Provide pictures of the existing building where the additions will be added. Response: Pictures of existing conditions at proposed additions provided. 9. A detail list of the proposed planting is required for the landscape plan. Clearly identify the existing plantings versus the new plantings. Provide additional detailing on tree protection detail. Response: A detailed plant list and updated landscape plan identifying existing and new planting is attached.Additional tree protection detailing has also been provided. 10. Identify the status of the Valley Branch Watershed application. Response: The Valley Branch Watershed District submittal has been made on Tuesday September 22,2015 and is currently beginning their review process. 11. Identify if there will be additional signage added on the building. Response: Additional signage will only be added to identify new exterior doors with a letter and number consistent with the current convention.A sign consisting of individual letters that identifies"Stillwater Stadium"will be incorporated into the arched entry gate design. 12. Provide locations and screening for mechanical equipment,if any,that is not constructed into the building. Response: No new roof top equipment to screen. G:\1429880\03-Data\Code-Regulatory 12015-09-24 Conditional the Permit Response.doa Mr.Scott Richards Stillwater Area Public Schools High School -PAC September 24,2015 Page 3 of 3 13. Outline how public access shall be maintained to the existing and proposed facilities. Response: Public access to the proposed new facilities will be consistent with current practice.Community Education coordinates all after hours programming and access for the public to the High School.In addition,public access will be allowed to the Pony Activity Center during the week and on weekends.Hours of operation,facility and equipment availability will vary based on student programming needs. Sincerely, BWBR Ste Erickson AIA,LEED AP Attachments: Drainage and Ponding Calculations Detailed Plant List and Updated Landscape Plan c: Tony Willger,Stillwater ISD 834 Greg Buchal,Larson Engineering Ryan Lindahl,Hallberg Engineering G:\142.9880\03-Data\Code-Regulatory\2015-0924 Cond,t onal Use Permit Response dory •Ng t;2 .2111r ,,,,J 2, u>-E 4;4 I - II 1 a 1 ,N41 1 iliiii i, Ili! III II/ ,- i - b ,ii r.. 1... Saco ji!ft: ZZ p 'Pj.'' 0 6 g g =,;. - ,;11 OillIlillin;„01 1 111111111111 ,— I aii. III 1 g 0,,,,,iii i i lip z ,,,,,, . , 1 .. -:---;r•—":" , , , F. 1 g y I . g ,-,,,-- - _, N.,..-- U., -- N, tli § loyal , [111 ,114,1111 'i, .._ I. g id of a ,_ . ,,8,i,,,f,g d . i2 x --,.. :wg L Ig „loop i,I g I, I I, 1 ,. ,,,, t =ir -'U-7- A g ;gall § ' i , ' sE IHI,Mghhflinrn H'Ill'i ' ia-,- •-• ' ''' - - . -,...0 rz 4,1,mo,.1 6 6.6,F7,0.pt • 5 ,- § *11 Ll'i; ',Ii fa! li i VIE,22k1 1! 1 :1;: q : : • rc .., 12 :4.2 g g 21.,.. 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' 1 , . e —' 1 I 1 1[ t_t 1 1 4114,,,,,,•§1',=:1'0 1 1 219i.:0;..le , I I 1 I 1 ' I 1 1 , 1 .19ii 21 . • 'I.' 115,13,,, it ,i , * .....1.. . . • - . • KBC8 LED Catalog EXHIBIT 3 3 Number LED Specification Bollard Notes Type Introduction The KBC8 Bollard is a stylish,fully integrated LED solution for walkways. It features a sleek, J modern design and is carefully engineered to Specifications provide long-lasting,energy-efficient lighting H with a variety of optical and control options for 8" Round (20.3 cm) customized performance. Height: 42" With an expected service life of over 20 years of (106.7 cm) 271bs Weight nighttime use and up to 70%in energy savings 9 (max): (12.25 kg) over comparable 100W metal halide luminaires, the KBC8 Bollard is a reliable, low-maintenance D — lighting solution that produces sites that are exceptionally illuminated. Ordering Information EXAMPLE: KBC8 LED 16C 700 40K SYM MVOLT DDBXD KBC8 LED Series LEDs Drive current Color temperature Distribution Voltage Control options Other options KBC8 LED Asymmetric 350 350 mA 30K 3000 K ASY Asym- MVOLT 5 Shipped installed Shipped installed DWHXD White Striping 9 12C 12 LEDs' 450 450 mAl' 40K 4000 K metric' 1205 PE Photoelec SF Single fuse DNAXD Natural SDDB Dark 530 530 mA 50K 5000 K SYM tric cell, (120,277, aluminum bronze metric' 2085 button type 347V)" DDBXD Dark SDWH White Symmetric 700 700mA AMBPC Amber 2405 DMG 0-10V DF Double fuse bronze SDBL Black 16C 16 LEDs' phosphor 277 5 dimming (208,240V)"' DBLXD Black converted driver(no SDNA Natural H24 24"overall AMBLW Amber limited 3474 controls) height DDBTXD Textured aluminum wavelength" ELCW Emergency dark SDTG Tennis battery y H30 30"overall bronze green backup' height 9 p H36 36"overall DBLBXD Textured SDBR Bright red height black SDBUA Dark blue FG Ground-fault DNATXD Textured SDYLB Yellow festoon outlet natural aluminum L/AB Without anchor DWHGXD Textured bolts(3 bolt white base) L/AB4 4 bolt retrofit base without anchor bolts" Accessories NOTES Ordered and shlppad separately 1 Only available in the 12C,ASY version. 2 Only available in the 16C,SYM version. MRAB U Anchor bolts for KBC8 LED' 3 Only available with 450 AMBLW version. 4 Not available with ELCW. 5 MVOLT driver operates on any line voltage from 120-277V(50/60 Hz).Specify 120,208,240 or 277 options only when ordering with fusing(SF,DF options),or photocontrol(PE option). 6 Not available with 347V.Not available with fusing.Not available with 450 AMBLW. 7 Single fuse(SF)requires 120,277,or 347 voltage option.Double fuse(DF)requires 208 or 240 voltage option. 8 MRAB U not available with UAB4 option. 9 Striping is available only in the colors listed. Of A LITHON/A One Lithonia Way • Conyers,Georgia 30012 • Phone:800.279.8041 • Fax:770.918.1209 • www.lithonia.com LIGHT/NO 0 2012-2014 Acuity Brands Lighting,Inc.All rights reserved. Performance Data 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. Actual performance may differ as a result of end-user environment and application.Actual wattage may differ by+/-8%when operating between 120-480V+1-10%. Light Drive System 3000 K 4000 K 5000 K Limited Wavelength Amber Engines Current Waits Lumens 1. Lenient ®11111111 Lumens 10111111 Lumens ®111111111 350 16 641 40 1 1 1 809 51 1 1 1 870 54 1 1 1 Asymmetric 530 22 947 43 1 1 1 1,191 54 1 1 1 1,282 58 1 1 1 3 Engines (12 LEDs) 700 31 1,214 40 1 1 1 1,527 51 1 1 1 1,646 55 1 1 1 Amber 450 16 324 20 0 1 0 350 20 888 44 1 0 0 1,116 56 1 0 0 1,203 60 1 0 0 Symmetric 530 28 1,254 45 1 0 0 1598 57 1 0 1 1,719 61 1 0 1 4 Engines (16 LEDs) 700 39 1,608 41 1 0 1 2,022 52 1 0 1 2,180 56 2 0 1 Amber450 20 374 19 0 0 0 Note: Available with phosphor-converted amber LED's(nomenclature AMBPC).These LED's produce light with 97+%>530 nm.Output can be calculated by applying a 0.7 factor to 4000 K lumen values and photometric files. Projected LED Lumen Maintenance Electrical Load Current(A) Data references the extrapolated performance projections for the platforms noted in a 25°C ambient,based on 10,000 hours of LED testing(tested per IESNA LM-80-08 and Light Drive Current System 120 208 240 277 347 projected per IESNA TM-21-11). Engines (mA) Watts 350 16W 0.158 0.118 0.114 0.109 0.105 To calculate LLF,use the lumen maintenance factor that corresponds to the desired number 530 22W 0.217 0.146 0.136 0.128 0.118 of operating hours below.For other lumen maintenance values,contact factory. 12C 700 31W 1296 0.185 0.168 0.153 0.139 Amber450_ 16W 0.161 0.120 0.115 0.110 0.106 Operating Hours'yF 0 25,000 50,000 100000 350 20W 1197 1137 1128 1121 1114 Lumen Mamtenanc.( 16C 530 28W 0.282 0.178 0.162 0.148 0.135 Factor 1.00 0.98 0.97 0.95 700 39W 1385 1231 0.207 1185 1163 Amber 450 20W 0.199 0.139 0.130 0.123 0.116 Photometric Diagrams To see complete photometric reports or download.ies files for this product,visit Lithonia Lighting's KBC8 Bollard homepage. Isofootcandle plots for the KB LED Bollards.Distances are in units of mounting height(3'). 4 3 2 1 0 1 2 3 6 4 3 2 1 0 1 1 3 4 LEGEND 4 i 4 v 0.1 fc 3 __ -a 3 v 2 I. 0.5 fc 2 1 1 0 Ii v 4 ao s N a t g, o'z 4 F=w 12C 700 40K ASY 16C 700 40K SYM FEATURES&SPECIFICATIONS INTENDED USE ELECTRICAL The rugged construction and clean lines of the KBA bollard is ideal for illuminating Light engines consist of high-efficacy LEDs mounted to metal-core circuit building entryways,walking paths,and pedestrian plazas,as well as any other boards to maximize heat dissipation and promote long life(L95/100,000 hours location requiring a low mounting height light source with fully cutoff illumination. at 700mA at 25°C).Class 2 electronic drivers are designed for an expected life CONSTRUCTION of 100,000 hours with<1%failure rate.Electrical components are mounted on a removable power tray. One-piece 8-inch round extruded aluminum shaft with thick side walls for extreme durability,a high-impact clear acrylic lens and welded top cap.Die-cast LISTINGS aluminum mounting ring allows for easy leveling even in sloped locations and a full CSA certified to U.S.and Canadian standards.Light engines are IP66 rated. 360-degree rotation for precise alignment during installation.Three Y2"x 11"anchor Rated for-40°C minimum ambient.Cold-weather emergency battery backup bolts with double nuts and washers and 3'A"bolt circle template ensure stability. rated for-20°C minimum ambient. Overall height is 42"standard. WARRANTY FINISH Five-year limited warranty.Complete warranty terms located at Exterior parts are protected by a zinc-infused super durable TGIC thermoset www.acuitybrands.com/CustomerResources/Terms_and_conditions.aspx. powder coat finish that provides superior resistance to corrosion and weathering for maximum retention of gloss and luster.A tightly controlled multi-stage process Note:Specifications subject to change without notice. ensures a minimum 3-mil thickness for a finish that can withstand the elements without cracking or peeling.Available in both textured and non-textured finishes. OPTICS Two fully cutoff optical distributions are available:symmetrical and asymmetrical. IP66 sealed LED light engine provides smoothly graduated illumination without any uplight.Light engines are available in standard 4000 K(>70 CRI)or optional 3000 K (>80 CRI)or 5000 K(67 CRI).Limited-wavelength amber LEDs are also available. frA L/THGN/A One Lithonia Way • Conyers,Georgia 30012 • Phone:800.279.8041 • Fax:770.918.1209 • www.lithonia.com KBC8-LED L/GHT/NG. ©2012-2014 Acuity Brands Lighting,Inc.All rights reserved. Rev 06/24/14 ■ CSX2 LED Number flHwIT 3 4 .-- LED Area Lu m i n a i re Notes 4dlppbp... . I@ NIGHTNNE'MEND, Type Introduction CONTOUR The Contour®Series luminaires offer traditional square dayforms with softened edges for a Specifications versatile look that complements many applications. EPA: 1.2 ft2 1:1• Length: J V The CSX2 combines the latest in LED technology (011 m') 34-1/3" with the familiar aesthetic of the Contour®Series (87.1 cm) I L I for stylish,high-performance illumination that lasts. Width: 18-1/2" It is ideal for replacing traditional metal halide 469`m) in area lighting applications with typical energy 5-3/4" Height: (14.6 cm) savings of 65%and expected service life of over ' Weight 59 Ibs 100,000 hours. (max): (26.8 kg) Ordering Information EXAMPLE: CSX2 LED 120C 1000 40K T5M MVOLT SPA DDBXD C5X2 LED 120C Series LEDs Drive current Color Distribution Voltage Mounting Options Finish - temperature CSX2 LED 120C 120 LEDs 700 700 mA 40K 4000K T2M Type II MVOLT' Shipped included Shipped installed DDBXD Dark 1000 1000 mA 50K 5000 K T3M Type III 120' SPA Square pole PER NEMA twist-lock receptacle only(no bronze (1 A) T4M Type IV 208' mounting controls) DBLXD Black T5M TypeV 240' RPA Round pole OCR Dimmable and controllable via ROAM° DNAXD Natural mounting (nocontrols)5 aluminum TFTM Forward 277' DMG 0-100 dimming driver(no controls) DWHXD White throw WBA Wall bracket g 347 Shipped Separately' HS House-side shield' DDBTXD Textured SF Single fuse(120,277,347V)6 dark bronze 480 SPUMBA Square pole DF Double fuse(208,240,480V)6 DBLBXD Textured universal black mounting DS Dual switching'-" I adaptor' BL30 Ut eve switcheddimmin nominal 30% DNATXD Textured RPUMBA Round pole natural P BL50 Bi-level aluminum universal mounting DWHGXD Textured adaptor' Shipped separately' white KM A8 Mast arm VG Vandal guard DDBXD U mounting BS Bird-deterrant spikes bracket adaptor (specify i nish) Accessories Drilling CSX2 shares a unique drilling pattern with the NOTES Ordered a°d shipped separately. AERIS'family.Specify this drilling pattern 1 MVOLT driver operates on any line voltage from 120-277V(50/60 Hz). when specifying poles. Specify 120,208,240 or 277 options only when ordering with fusing(SF,OF DLL127F1.51U Photocell-SSL twist-lock(120- DM19A5 Single unit options). 277V)10 Template 418 accessory;Also available as a se arate To•of Pole DM29AS 2 at 90°' P ry%see Accessories information at left. DLL347F 1.501 JU Photocell-SSL twist-lock(347V)10 DM28AS 2 at 180° 3 1.5 G vibration load rating per ANCI C136.31. DLL480F 1.5(UL lU Photocell-SSL twist-lock(480V)10 DM39A5 3 at 90°0 4 Requires"SPA"mounting option.Must be ordered as a separate accessory; °563' see Accessories information.For use with 2-3/8"mast arm(not included). SC U Shorting cap 10 i 325.. DM49A5 4 at 90°* 5 Specifies a ROAM°enabled luminaire with 0-10V dimming capability;PER KMA8 DDBXD U Mast arm mounting bracket adaptor 2.650" c R' si DM32A5 3 at 120°** option required.Not available with 347 or 480V.Additional hardware and (specify finish)° Example:SSA 204C DM19AS DDBXD services required for ROAM®deployment;must be purchased separately. Call 1-800-442-6745 or email:safes @roamservices.net.N/A with BL30,BL50, PUMBA DDBXD U* Round and square pole universal *Roundpolerequires 3.25"0.0 minimum. or DS. mounting bracket adaptor(specify "For round pole mounting(RVA)only. 6 Single fuse(SF)requires 120,277 or 347 voltage option.Double fuse(OF) finish) requires 208,240 or 480 voltage option. Tenon Mounting SII fitt ** 7 Provides 50/50 luminaire operation via two independent drivers on (SX2HSU House-side shields(includes g p er two separate circuits.N/A with PER or DCR. 49111PId5) Tenon 0.D. Sin.le Unit 2 at180' 2 at90° tat 120° 3 at90- 4 at 90' CSX2VG U Vandal guard 8 Dimming driver adtandnd.switched line. 9 accessory 2-3/B" AST20-190 AST24280 AST20-290 AST20-320 AST20-390 AST20-490 9 Dimming driver standard.MVOLT only.Not available with DCR. CSX2BS U Bird-deterrent spikes accessory 2-7/8" A5T25-190 AST25-280 A5125-290 AS125-320 AST25-390 AST25-490 10 Requires luminaire to be specified with PER option.Ordered and shipped as 4" AST35-190 AST35-200 AST35-290 A5T35-320 AST35-390 AST35-490 a separate line item. for more control options,visit DTI_and ROAM. P . L/THO/V/A One Lithonia Way • Conyers,Georgia 30012 • Phone:800.279.8041 • Fax 770.918.1209 • www.lithonia.com L/91/77/VD' ©2012-2015 Acuity Brands Lighting,Inc.All rights reserved. Performance Data Lumen Output Lumen Ambient Temperature(LAT) Multipliers Lumen values are from photometric tests performed in accordance with IESNA LM-79-08.Data is considered to be representative Use these factors to determine relative lumen output for average ambient temperatures of the configurations shown,within the tolerances allowed by Lighting Facts.Contact factory for performance data on any from 0-40°C(32-104°F). configurations not shown here. Ambient Lumen Multiplier 0°C 32°F 1.02 Drive i 40K(4000 K,70 CRI) 50K(5000 K,67 CRI) Performance System 10°C 50°F 1.01 LEDs Current Package Watts r• 'Le's �m�� 20°C 68°F 1.00 (mA) L 25°C 77°F 1.00 T2M 26,094 3 0 4 97 28,107 3 0 4 105 30°C 86°F 1.00 T3M 27,757 3 0 4 104 29,897 3 0 4 112 40% 104°F 0.99 i 700mA 1200700--K 268W T4M 27,658 3 0 4 103 29,792 3 0 5 111 T5M 28,025 5 0 4 105 30,186 5 0 4 113 120( TFTM 28,304 3 0 4 106 30,487 3 0 4 114 Projected LED Lumen Maintenance (120 LEDs) T2M 34,100 4 0 4 83 37,406 4 0 5 qp Data references the extrapolated performance projections for the CSX2 LED 120C platform in a 25°C ambient,based on 10,000 hours of LED testing(tested per IESNA LM- T3M 36,910 4 0 5 89 39,789 4 0 5 96 80-08 and projected per IESNA TM-21-11). 1000 mA 120(1000--K 416W T4M 36,180 3 0 5 88 39,649 4 0 5 95 To calculate LLF,use the lumen maintenance factor that corresponds to the desired number TOM 37,267 5 0 4 90 40,174 5 0 5 97 of operating hours below.For other lumen maintenance values,contact factory. TFTM 37,638 3 0 5 90 40,574 3 0 5 98 Operatin•f4•'' 0 25,000 50,000 100,000 • Lumen Mat 1.0 0.94 0.90 0.83 Factor _0 i Electrical Load (umber Drive Current System ! 120V 208V 240V 277V 347V 480V of LEDs (mA) Watts 700 268W 2.643 1.511 1.318 1.159 0.923 0.674 120C 1000 416W 4.135 2.397 2.111 1.886 1.527 1.210 Photometric Diagrams To see complete photometric reports or download.ies files for this product,visit Lithonia Lighting's CSX2 homepage. Isofootcandle plots for the CSX2 LED 120C 1000 40K.Distances are in units of mounting height(30'). • LEGEND 4 3 2 1 0 1 2 3 4 4 3 2 1 0 1 2 3 a 4 3 2 1 5 1 2 3 a 4 3 2 1 0 1 2 3 a a a a a ■ 0.25 fc 3 3 - 3 3 2 2 2 ■ 0.5 fc { "'� 1.0 fc o � ' • Cl., . „..) ' ■ 5.0 fc -: r .r C--. Th) _ .x 2 -\.4 -2 T3M — .a I 3M HS 4 TOM a T5M -— FEATURES&SPECIFICATIONS INTENDED USE designed to have a power factor>90%,THD<20%,with an expected life of 100,000 hours The Contour Series LED area luminaire is ideal for streets,walkways,parking lots,and surrounding with<1%failure rate.Easily-serviceable surge protection device meets a minimum Category areas that call for high-performance LED lighting in a transitional dayform. C Low operation(per ANSI/IEEE C62.41.2). CONSTRUCTION INSTALLATION Single-piece die cast housing has a unique flow-through design that allows for optimized Integral arm provides easy installation to a pole and assists in alignment and leveling.Secure thermal management through convective cooling.A metallic screen covers the top of the connection withstands up to 2.0 G vibration load rating per ANSI C1 36.31.The CSX2 utilizes housing,preventing debris build-up while allowing natural cleaning of the heat sinks.Modular the AERIST°series pole drilling pattern for SPA and RPA options. design allows for ease of maintenance and future light engine upgrades.The LED driver(s)and LISTINGS electronics are thermally isolated from the light engines,ensuring long life.Housing is completely CSA Certified to U.S.and Canadian standards.Light engines are IP66 rated.Luminaire is IP65 sealed against moisture and environmental contaminants. rated.U.S.Patent No.D632830.U.S.Patent No.D653,382 S. FINISH DesignLights Consortium®(DLC)qualified product.Not all versions of this product may Exterior parts are protected by a zinc-infused Super Durable thermoset powder coat finish be DLC qualified.Please check the DLC Qualified Products List at www.designlights.org to that provides superior resistance to corrosion and weathering..A A tightly tightly controlled multi-stage confirm which versions are qualified. process ensures a minimum 3 mils thickness for a finish that can withstand extreme climate changes without cracking or peeling. WARRANTY OPTICS Five year limited warranty.Full warranty terms located at www acuitybrands tom/ Precision-molded acrylic lenses provide optimal luminaire spacing and improved uniformity. CustomerReseurces/Terms_and_conditlons.aspx. Lenses are indexed to the circuit board to ensure consistent optical alignment and delivering Note:Actual performance may differ as a result of end-user environment and application. repeatable photometric performance.Light engines are available in standard 4000 K(70 CRI)or All values are design or typical values,measured under laboratory conditions at 25°C. optional 5000 K(67 CRI)configurations.The CSX2 has zero uplight and qualifies as a Nighttime Specifications subject to change without notice. Friendly..product,meaning it is consistent with the LEED°'and Green Globes• criteria for eliminating wasteful uplight. ELECTRICAL Light engines consist of 120 high-efficacy LEDs mounted to metal-core circuit boards to maximize heat dissipation and promote long life(100,000 hrs at 40°C,L70).Class 1 electronic driver trA .L/7/1 / /A One Lithonia Way • Conyers,Georgia 30012 • Phone:800.279.8041 • Fax:770.918.1209 • www.lithonia.com CSX2-LED t/GHT//VG ©201 2-201 5 Acuity Brands Lighting,Inc.All rights reserved. Rev.03/03/15 4lb WSQ LED Catalog EXHIBIT 3 Architectural Wall Sconce Notes A - e L� li9facts Inverted available with Introduction WLU option only. The classic Architectural Wall Sconce is now available with the latest in LED technology.The Specifications result is a long-life, maintenance-free product with Luminaire Optional Back Box (BBW) typical energy savings of 75%compared to metal Height: 9-3/8" Height: 4" halide versions.The integral battery backup option (23.8 cm) (10.2 cm) provides emergency egress lighting,without the Width: 18" Width: 5-1/2" (45.7 cm) (14.0 cm) use of a back-box or remote gear,so installations Depth: 9" Depth: 1-1/2" maintain their aesthetic integrity. (22.8 cm) (3.8 cm) 17 lbs The WSQ LED is ideal for replacing existing 50— Weight: (77k9) W side3entry PT 175W metal halide wall-mounted products.The .CI,,? °a conduit expected service life is 20+years of nighttime use. H 1 H lw I LD - o0 4- ofl Ordering Information EXAMPLE:WSQ LED 2 10A700/40K SR3 MVOLT DDBTXD WSQ LED Series Light Engines Performance Distribution Voltage Mounting Options' Finish(required) Package WSQ LED 1 One engine 700 mA options: SR2 Type II MVOLT' Shipped included Shipped installed DDBXD Dark bronze (10 LEDs) 10A700/30K 3000K SR3 Type III 120' (blank) Surface mount PE Photoelectric cell,button type'5 DBLXD Black 2 Two engines 10A700/40K 4000K SR4 Type IV 2081 Shipped separately' SF Single fuse(120,277,347V)° DNAXD Natural aluminum (20 LEDs) 10A700/50K 5000K 240' BBW Surface-mounted DF Double fuse(208,240,480V)° DWHXD White 277, back box DMG 0-100 dimming driver(no controls) DSSXD Sandstone 341 UT5 Uptilt 5 degrees ELCW Emergency battery backup DDBTXD Textured dark bronze WLU Wet location door for up orientation' DBLBXD Textured black 480 PIR Motion/ambient light sensor' DNATXD Textured natural DS Dual switching' aluminum Shipped separately DWHGXD Textured white VG Vandal guard DSSTXD Textured sandstone WG Wire guard NOTES Emergency Battery Operation 1 MVOLT driver operates on any line voltage from 120-277V(50/60 Hz). g y y p Specify 120,208,240 or 277 options only when ordering with photocell (PE),fusing(SF,DF),or dual switching(DS). The emergency battery backup(ELCW option)is integral to the luminaire-no external housing required!This design 2 May also be ordered separately as an accessory.Ex:WSBBW DDBXD U. provides reliable emergency operation while maintaining the aesthetics of the product. Must specify finish. All ELCW configurations include an independent secondary driver with an integral relay to immediately detect 3 Must be ordered with fixture;cannot be field installed. AC power loss.Dual light engines are wired in parallel so both engines operate in emergency mode and provide 4 Not available with MVOLT option.Button photocell(PE)can be ordered additional component redundancy.These design features meet various interpretations of NFPA 70/NEC 2008- with a dedicated voltage option.Single fuse(SF)requires 120,277 or 347 700.16 voltage option.Double fuse(DF)requires 208,240 or 480 voltage option. The emergency battery will power the luminaire for a minimum duration of 90 minutes(maximum duration of three 5 Not available with 480V option.Not available with motion/ambient light hours)from the time supply power is lost,per International Building Code Section 1006 and NFPA 101 Life Safety sensor(PIR). Code Section 7.9,provided luminaires are mounted at an appropriate height and illuminate an open space with no 6 Integral battery pack is rated for-20°to 60°C operating temperature. major obstructions. ELCW warranty is 3-year period.Not available with 347V or 480V.Not available with WLU. The examples below show illuminance of 1 fc average and 0.1 fc minimum of the single-engine Type IV product in 7 WLU not available with PIR or ELCW. emergency mode. 8'MH 12'MH 8 Specifies the SensorSwitch SFOD-7-ODP control(photocell included); 25' see Motion Sensor Guide for details.Includes ambient light sensor. WST LED 1 10A700/40K SR4 —''-� zii Not available with"PE"option(button type photocell).Dimming driver MVOLT ELCW -"- standard.Not available with WLU,VG or WG. �` ` •- 9 Provides 50/50 luminaire operation via two independent drivers and light 10'x 10'Gridlines \ engines on two separate circuits. Not available with one engine,MVOLT, a 8'and 12'Mounting Height 34 - \ ELCW,WLU,SF,or DF. Must specify voltage;voltage must be the same for both drivers. When ordered with photocell(PE)or motion sensor r/ (PIR),only the primary power source leads will be controlled. or A L/THOA//A One Lithonia Way • Conyers,Georgia 30012 • Phone:800.279.8041 • Fax:770.918.1209 • www.lithonia co r. WSQ-LED LIGHT/NG ©2011-2015 Acuity Brands Lighting,Inc.All rights reserved. Rev.08/11/15 Performance Data Lumen Output Lumen Ambient Temperature(LAT)Multipliers Lumen values are from photometric tests performed in accordance with IESNA LM-79-08.Data is considered to be representative Use these factors to determine relative lumen output for average ambient temperatures of the configurations shown,within the tolerances allowed by Lighting Facts. from 0-40°C(32-104°F). Ambient Lumen Multiplier 40K 0°C 32°F 1.10 One System 10°C 50°F 1.06 Light Current Performance Watts Dist. (4000K,70CRO Engines Package Type Nominal 20°C zo°c 6E°F 1.02 (mA) (MVOLT) 8 G LP W 25°C 77°F 1.00 Canis 5R2 2,005 1 0 1 84 30°C 86°F 0.98 1 40°C 104°F 0.92 700 10A700/-K 24W 5R3 2,029 1 0 1 84 00 LEDs) SR4 1,959 1 0 1 82 SR2 3,944 1 0 1 84 Projected LED Lumen Maintenance 2 700 10A700/--K 47W SR3 4,028 1 0 1 86 (20 LEDs) Data references the extrapolated performance projections for the WSQ LED 2 10A700 SR4 3,851 1 0 1 82 platform in a 25°C ambient,based on 10,000 hours of LED testing(tested per IESNA LM- 80-08 and projected per IESNATM-21-11). 1 See electrical load chart for 347/480V system watts. To calculate LLF,use the lumen maintenance factor that corresponds to the desired number of operating hours below.For other lumen maintenance values,contact factory. Operating Hours 0 25,000 50,000 100,000 Lumen Maintenance 1.0 0.94 0.88 0.77 Factor Electrical Load Current(A) Light Drive Current System 120 208 240 277 347 480 Engines ti IA) Watts 24W 0.24 0.14 0.12 0.1 - - 1 700 29W' - - - - 0.09 0.07 47W 0.44 0.27 0.23 0.20 - - 2 700 53W' - - - - 0.17 0.12 1 Higher wattage is due to electrical losses from step-down transformer. Photometric Diagrams To see complete photometric reports or download.ies files for this product,visit Lithonia Lighting's WSQ LED homepage. Isofootcandle plots for the WSQ LED 2 10A700/40K SR2,SR3,and SR4.Distances are in units of mounting height(12'). Distribution overlay comparison to 175W metal halide. LEGEND 4 3 2 1 0 1 2 3 4 4 3 2 I 0 1 2 3 • 4 3 2 1 0 1 2 3 ° LEGEND ■ 0.1 fc - Ill WSQ 3 3 -- 3 -O LED, ■ 0.5 fc z 2 _ ' 2 O.S fc 1.0 fc a _` N ; v 1 - ■ HID, O f ° ° s i •q ° 0.5 fc V Mo 1 1 ` i r R g o 10'W Sidewalk s Z Q a 4 - -- A Q -2 o a Ds: WSQ HID: WSQ LED: o,Zi, .3 t t w -3 Z w WSQ HID-0.72 213W 47W z11 Z_ r WSQ LED-0.95 SR2 + 1 SR3 I SRC < �t a ` .....A.. �r � � WSQ LED 2 10A70040K SO4, 33 r 3 WSQ 175M FT Probe,12'Mounting Ht FEATURES&SPECIFICATIONS INTENDED USE ELECTRICAL The classic architectural shape of the WSQ LED was designed for applications such as hospitals, Light engine(s)consist of 10 high-efficacy LEDs mounted to a metal core circuit board and schools,malls,restaurants,and commercial buildings.The long life LEDs and driver make this integral aluminum heat sinks to maximize heat dissipation and promote long life(100,000 luminaire nearly maintenance-free hrs at 25°C,L77). Class 2 electronic driver has a power factor>90%,THD<20%. Easily- CONSTRUCTION serviceable surge protection device meets a minimum Category B(per ANSI/IEEE C62.41.2). The single-piece die-cast aluminum housing integrates secondary heat sinks to optimize thermal INSTALLATION transfer from the internal light engine heat sinks and promote long life.The driver is mounted in A universal mounting plate with integral mounting support arms allows the fixture to hinge direct contact with the casting for a low operating temperature and long life.The die-cast door down for easy access while making wiring connections. frame is fully gasketed with a one-piece solid silicone gasket to keep out moisture and dust, LISTINGS providing an 1P65 rating for the luminaire. CSA certified to U.S.and Canadian standards. Light engines are IP66 rated;luminaire is IP65 FINISH rated and suitable for wet locations when mounted with the lenses down.WLU option offers Exterior parts are protected by a zinc-infused Super Durable TGIC thermoset powder coat finish wet location listing in"up"orientation.Rated for-30°C minimum ambient. that provides superior resistance to corrosion and weathering.A tightly controlled multi-stage process ensures a minimum 3 mils thickness for a finish that can withstand extreme climate DesignLights Consortium®(DLC)qualified product. Not all versions of this product may changes without cracking or peeling. Standard Super Durable colors include dark bronze,black, be DLC qualified. Please check the DLC Qualified Products List at www.designlights.org to natural aluminum,sandstone and white.Available in textured and non-textured finishes confirm which versions are qualified. OPTICS WARRANTY Precision-molded acrylic lenses are engineered for superior distribution,uniformity,and spacing Five year limited warranty.Full warranty terms located at www.acuitybrands.com/ in wall-mount applications. Light engines are 4000K(70 CRI). The WSQ LED has zero uplight and CustomerResources/Terms_and_conditions.aspx. qualifies as a Nighttime Friendly°product,meaning it is consistent with the LEED®and Green GlobesT°criteria for eliminating wasteful uplight. 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. f AL/THGN/A One Lithonia Way • Conyers,Georgia 30012 • Phone:800.279.8041 • Fax:770.918.1209 • www lithonia.com WSQ-LED f L/GHT/NG ©2011-2015 Acuity Brands Lighting,Inc. All rights reserved. Rev.08/11/15 -o t- oo a of 'gI i i' 1 I III III M . 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The following includes my comments and/or recommendations: Overall Landscape Plan (Sheet No. 200.LP) The project proposes an array of species to be planted ((10) ten deciduous species and (3) three evergreen species). Most of the plants included are acceptable and will complement the building and the existing landscaping on site well. Tree Removal Matrix(Sheet No. 101.LP) As described the plan is adequate to protect the trees listed in the inventory to be preserved which are in close proximity to the construction zone. The fencing should be placed at the drip-line of trees to be preserved, as described in the specifications. The tree inventory provided needs to be revised since Tree ID marked as being removed on the Overall Site Tree Removal and Protection Plan do not correlate. An updated tree inventory with correct information should be provided since it affects the Tree Replacement Formula. Tree Replacement The sizes of all replacement trees ((3) three caliper inches) is above the minimum size required in the Tree Protection Ordinance for replacement trees. The planting list shows a good choice of species, some native or improved cultivars of natives. Most of the trees and plants chosen are hardy under local growing conditions, relatively insect and disease free and fairly low maintenance. There is good species diversity in the plan. Plant sizes conform to zoning ordinance requirements. Once the updated tree inventory is submitted Tree Replacement Formulas should also be submitted. TREE CITY U.S.A. Landscape Details and Notes (Sheet No. 220) I have a few recommendations to make in regards to the Planting Notes: The landscape contractor for the project is required to plant trees according to the approved planting detail submitted with the approved landscape plan. This will be checked after planting and any deviations from the detail will need to be corrected before the landscaping will be approved by the City. In all perennial planting beds and mulch rings around coniferous and deciduous trees (4)four inches deep shredded hardwood much should be installed with no mulch in direct contact with tree trunks or perennial plant stems. I recommend using (4)four inches of the shredded mulch instead of the finely shredded mulch as stated with (2)two inches deep or(1) one inch deep due to the compaction of mulch with natural events such as rain and (3)three inches of shredded hardwood mulch rings around trees. Substitute Rhus Typhina 'Lacniata' (Cutleaf Staghorn Sumac) (Sheet No. 205.LP) with low maintenance shrubs or ornamental grasses. Rhus Typhina 'Lacniata' is high maintenance and high tendency to cause suckering. This plant will possibly become difficult to maintain with the gate in close proximity as displayed in the plans (Sheet No. 204.LP) 2 TREE CITY U.S.A. IRfl' 4 7 Stantec Consulting Services Inc. 2335 Highway 36 West St.Paul MN 55113 Tel: (651) 636-4600 Stantec Fax: (651) 636-1311 October 1, 2015 Mr. Eric Johnson,Administrator City of Oak Park Heights 14168 Oak Park Blvd.N.,P.O.Box 2007 Oak Park Heights, MN 55082-2007 Reference: Stillwater High School Addition-Plan Review Dear Eric, As requested,we have reviewed the information submitted by the Stillwater Area Schools as part of their Conditional Use Permit Amendment application. The information reviewed includes drawings received Sep 22 2015,Storm Water Calculations dated September 22, 2015,VRBO application dated September 21, 2015,and a letter to Scott Richards dated September 21, 2015. Following are our comments and/or recommendations: Boundary Survey 1. The applicant may wish to consider completing a formal platting process to combine the parcels into one platted lot. 2. The Boundary survey shows an existing drainage and utility easement in the northwest corner of the site near where the storm water infiltration feature is proposed. The location of this easement should be verified. The existing storm water pond north of the Highway 5 school entrance is identified in the City's Surface Water Management Plan as part of the City's trunk storm water facilities. The survey does not show an easement encompassing this pond. As a City facility,the existing pond should be in an easement. If the existing easement does indeed exist where shown on the boundary survey,then a new easement should be provided over the existing stormwater pond and the existing ponding easement in the area of the proposed infiltration facility should be vacated. Sanitary Sewer 1. Fixture count information was submitted stating the following net additional fixtures: 188 sinks,70 toilets, 25 drinking fountains,and 2 dishwashers. The submitted project narrative estimates approximately 600 additional students and 3o additional teachers. Using this information,the increased average sewer flow should be in the range of 5,000 to 12,000 gallons per day. Sewer from the site flows to lift station W7(Krueger Lift Station near Hwy 36 and Norell Ave.). Based on run-time data,the current average flow to this lift station is approximately 90,000-100,000 gallons per day. The planned high school expansion will increase this flow by 5%-13%. The existing lift station has sufficient capacity to accommodate this increase in flow. 2. Sanitary sewer on the site shall be considered private and shall be maintained by the School District. The sanitary sewer shall be installed per City standards. The proposed construction includes connecting to an existing sanitary manhole on 58th Street North. Connection to the manhole shall be by core drill,subject to verification of the condition of Design with community in mind Mr.Eric Johnson Page 2 of 3 Reference: Stillwater High School Addition—Plan Review the manhole. The invert will need to be reconstructed.The location and invert elevation of the existing manhole needs be field verified and shown on the plans prior to City approval. 3. The street patch section for the sanitary sewer connection on 58th Street North shall match the existing bituminous and gravel base section. The City requires a full street width patch. Water Main. 1. Water main on the site shall be considered private and shall be maintained by the School District. The water main shall be installed per City standards. The proposed construction includes relocation of a portion of existing main to accommodate a building addition as well as the installation of three new hydrants. The applicant shall furnish the city with copies of water main testing results. 2. Refer to the fire department review of proposed fire hydrant spacing locations,spacing, and access. Erosion Control 1. Indicate on the plan what will be used for temporary and permanent stabilization. 2. Show installation of silt fence adjacent to paved areas where the new building additions are being constructed on the east side of the project. Storm Sewer/Storm Water Management 1. The proposed new storm sewer facilities shall be considered private and shall be maintained by the School District. 2. The proposed infiltration pond is located within the City's High Vulnerability Drinking Water Supply Management Area. It is not recommended to locate infiltration features in this area. Other storm water management alternatives will need to be identified unless it can be demonstrated that,in this particular area,an infiltration basin will not have the potential to adversely impact the City's drinking water supply. 3. Improvements constructed within existing utility easements are located so at the School District's risk and that the District will be responsible for replacement of their facilities if the City ever needs to excavate the utility within the easement. 4. The Valley Branch Watershed District is completing a detailed review of the stormwater design and modeling. The City shall be provided a copy of the permit approval letter from the VBWD and any required maintenance agreements. 5. The School District shall be responsible for all obtaining all required permits. Design with community in mind Mr.Eric Johnson Page 3 of 3 Reference: Stillwater High School Addition-Plan Review General Comments 1. Standard detail plates will be provided from the City 2. The School District will provide the City with complete detailed as-builts of the utilities on site. 3. The City reserves the right to inspect the installation of utilities. The utilities will need to be tested in accordance with City standards. 4. Review of issues related to parking,lighting,landscaping or the buildings is by others. If you have any questions or require further information,please do not hesitate to contact me. Regards, STANTEC CONSULTING SERVICES INC. Lee M.Mann, P.E. City Engineer Phone: 651-604-4850 lee.mann @stantec.com cc: Andy Kegley,Public Works Director Julie Hultman, Building Official Scott Richards,City Planner Mark Vierling,City Attorney Lisa Danielson,City Arborist Design with community in mind EXHIBIT 4 8 From: Allen Eisinger [mailto:aeisinger@ci.bayport.mn.us] Sent: Wednesday, September 30, 2015 7:12 AM To: Julie Hultman Cc: Mike Galowitz; Jason Severson; Mike &Gidget Bell Subject: FW: Fire access road Julie,the attached file has my marking on the previous access and the proposed access with boxes around the area we have concerns. Also below are the code references provided by Assistant Chief Severson. The proposed dead end access exceeds the-distance and we will need some type of turn around to accommodate our 100' ladder. If the plan is to have us drive through the gates we will need more detail on the construction of the proposed driving area/lane as well as clarification of what items(flag poles, lights)that may obstruct our access. Let us know if you need anything else. Sincerely, Allen Eisinger Fire Chief Bayport Fire Department 294 North 3rd St. Bayport,MN 55003 Office: 651-27.5-4401 fax: 651-275=4402 E-Mail: aeisinger @ci.bayport.mn.us PrOM sWag eleCommunieset • -talk Perk SiskOn .west. From:Jason Severson [ Sent:Tuesday, September 29, 2015 4:13 PM To:Allen Eisinger Subject: Fire access road Chief,there are some concerns I have regarding the fire access road at the High School 1. Fire access needs to be unobstructed and the road need's to be a minimum of 20 feet in width and vertically 13 feet 6 inches per MSFC 503.2.1 and 503.2.2 2. Turning radius's will need to determined by the fire code official MSFC 503.2.4 3. If access road is longer than 150 feet and dead ends we need to have an approved area for turning around. 503.2.5 4. Fire access roads shall not be obstructed in any manner MSFC 503.4 Jason Severson Assistant Chief 2103 Fire Inspector/Burn permits jason.severson @Bayportfire.org 651-271-7034 ,...._ -....,..aw , CU E .., roA. p>-,,i‘ _ 3 i, 1 i 2 1` 2 6,-„,, M 1..1;1 ,3-1u 0-,.z —., "- in ..ri _7;11' . 1 ,-i I' Lg•Y 1-r1 - .• . . ' I . z 0 P. , 't. 0 3 0 4 r • < a, U. 0 ILI > 0 11J2--_--1 i 0. U) U 1 a u., p y. ',:-3,..ALA, ..r 2 F- - 2- CC 1 i .,, --r--- 0 z Lielit '3 I cam Pim II t \ - -- - it NC 1 =—,... ii P .......g. — F--- , 1' 1 44 I 1 ,, , 1 -- il' • , I \ 1 , i,,,,_,4,,,,, \ i I- - t _ 1. WI I 42',„. 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