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I-1. Bongards – 8330 Commerce Boulevard: Approve Site Plan for a 13,070 square-foot two-story additionMEMORANDUM CITY OF C HANHASSE N Chanhassen is a Community for Life -Providing for Today and Planning for Tomorrow TO: Todd Gerhardt, City Manager FROM: Bob Generous, Senior Planner DATE: August 28, 2017, 2017 dV SUBJ: Planning Case 2017-16 - Bongards Creameries PROPOSED MOTION "The Chanhassen City Council approves the Site Plan for a 13,070 square foot, two-story building expansion, plans prepared by Solution Blue, Inc., dated November 16, 2016, subject to the conditions of approval and adopts the Findings of Fact." City Council approval requires a majority vote of City Council. EXECUTIVE SUMMARY The applicant, Bongards Creameries, is proposing a 13,070 square foot, two-story building expansion to their existing 9,558 square foot building. Total building area will be 22,628 square feet. PLANNING COMMISSION SUMMARY The Planning Commission held a public hearing on August 1, 2017, 2017 to review the proposed development. The Planning Commission voted 6 for and none against a motion to recommend that City Council approve the site plan. The Planning Commission had no major concerns or issues with the development. Planning Commission minutes for August 1, 2017 are included in the consent agenda for the August 28, 2017 City Council packet. RECOMMENDATION Staff recommends approval of the site plan subject to conditions of approval in the Planning Commission staff report. ATTACHMENTS 1. Planning Commission Staff Report Dated August 1, 2017 g\plan\2017 planning cases\17-16 bongards\executive summary bongards.doc PH 952.227.1100 • www.cl.chanhassen.mn.us • FX 952.227.1110 7700 MARKET BOULEVARD • PO BOX 147 • CHANHASSEN • MINNESOTA 55317 CITY OF CHANHASSEN PROPOSED MOTION: PC DATE: August 1, 2017 B - J_ CC DATE: August 28, 2017 REVIEW DEADLINE: August 29, 2017 CASE #: 2017-16 BY: RG, ML, JM, JS, SS "The Chanhassen Planning Commission recommends that City Council approve the site plan for a 13,070 square foot, two-story building expansion, plans prepared by Solution Blue, Inc., dated November 16, 2016, subject to the conditions of approval and approves the Findings of Fact and Recommendation." SUMMARY OF REQUEST: Request for Site Plan review for a 13,070 square foot, two-story addition. LOCATION: 8330 Commerce Drive (Lot 3, Blockl, Chanhassen Business Center 2"a Addition APPLICANT: Chris Freeman Bongards 8330 Commerce Drive Chanhassen, MN 55317 PRESENT ZONING: Planned Unit Development, PUD 2020 LAND USE PLAN: Office Industrial ACREAGE: 1.81 acres DENSITY: 0.21 F.A.R. LEVEL OF CITY DISCRETION IN DECISION-MAKING: The city's discretion in approving or denying a Site Plan is limited to whether or not the proposed project complies with Zoning Ordinance requirements. If it meets these standards, the city must then approve the site plan. This is a quasi-judicial decision. Notice of this public hearing has been mailed to all property owners within 500 feet. PROPOSAL/SUMMARY The applicant is requesting site plan approval to expand their existing 9,558 square foot building by 13,070 square feet in a two-story addition (6,665 1" floor and 6,405 2" d floor). The total square footage will be 22,628 square feet. APPLICABLE REGULATIONS Chapter 20, Article II, Division 6, Site Plan Review Chapter 20, Article XXIII, Division 7, Design Standards for Commercial, Industrial and Office - Institutional Districts Chanhassen Business Center Development Standards Planning Commission Bongards Site Plan — Planning Case 2017-16 August 1, 2017 Page 2 of 9 BACKGROUND On March 23, 1998, the City Council approved Site plan review for a 9,582 square foot office building. (SPR#98-1) On April 10, 1995, the City Council approved the PUD amendment and preliminary plat of 7 lots and one outlot for Chanhassen Business Center Second Addition. On April 24, 1995, the City Council approved the final plat for the Chanhassen Business Center Second Addition. This parcel represents the last lot in the Second Addition to be reviewed for site plan approval. SITE PLAN REVIEW The applicant is requesting site plan approval for the construction of a two-story, 13,070 square foot expansion of the building with an existing area of 9,558 square feet. Site Constraints The property abuts the Twin City and Western Railroad corridor. Electric and gas easements encumber the northerly 60 feet of the site. Wetland Protection The City of Chanhassen Wetland Inventory, the National Wetland Inventory, a review of historic aerial photography and a site visit did not reveal any indications that wetland is present on either site. Bluff Protection There are no bluffs or steep slopes present on the site. Shoreland Management The property does not lie within a shoreland overlay district. Floodplain Overlay This property does not lie within a floodplain. ARCHITECTURAL COMPLIANCE Size Portion Placement The main entry is located in the southeast corner of the building. A new entrance is proposed on the east side of the expansion area. A metal canopy highlights the new entrance. Planning Commission Bongards Site Plan — Planning Case 2017-16 August 1, 2017 Page 3 of 9 Material, Color and Detail The applicant is proposing the use of a sand colored exterior insulating finishing system, EIFS, as the primary building material for the expansion. The use of EIFS is limited to an accent material. The applicant may want to use tilt -up concrete panels. Concrete may be poured in place, tilt -up or pre -cast, and shall be finished in stone, textured or coated. The window area south of the entrance is highlighted with horizontal wood siding. An anodized metal panel canopy (dark brown) frames the window and entrance area. The base of the addition is highlighted with several courses of brick capped with a pre -colored, pre -cast continuous sill. Height and Roof Design The building height is 31 feet to the top of the parapet. Additionally, a corrugated metal screen extends above the parapet. The additional adds an additional story above the one story building. Facade Transparency While the addition technically doesn't need to comply with the 50 percent fagade transparency requirement, the entrance area of the addition does meet this requirement. Loading areas, refuse area, etc. Delivery and service door is located in the northwest corner of the existing building and shall be accessed via the western access drive. Lighting The applicant is proposing to provide wall mounted lighting as well as area lighting for the parking lot. A decorative, shoe box fixture with a square ornamental pole shall be used throughout the development area for area lighting. Total light height is limited to 30 feet. Wall mounting lighting shall be shielded and have a total cut-off angle equal to or less than 90 degrees. Signage The applicant has existing monument signage south of the building. Site Furnishings The applicant is proposing a small plaza area on the east side of the building at the new building entrance. The applicant should install a seating area or picnic table in the northeast part of the site. Planning Commission Bongards Site Plan — Planning Case 2017-16 August 1, 2017 Page 4 of 9 Landscaping Minimum requirements for landscaping include 1,436 sq. ft. of landscaped area around the parking lot, 3 landscape islands or peninsulas, 5 trees for the vehicular use areas, and bufferyard plantings along the north property line. The applicant's proposed as compared to the requirements for landscape area and parking lot trees is shown in the following table. The applicant meets minimum requirements for trees and landscaping in the parking lot/vehicular use area. Bufferyard requirements: Required Proposed Vehicular use landscape 1,436 sq. ft. 36,788 sq. ft. area 6 Understory trees 0 Understory trees Overall trees required for 5 trees 5 trees vehicular use area 3 Overstory trees 6 Overstory trees Landscape islands or 3 islands/peninsulas 3 islands/peninsulas peninsulas / arking lot 10 Shrubs 53 Shrubs The applicant meets minimum requirements for trees and landscaping in the parking lot/vehicular use area. Bufferyard requirements: The applicant meets minimum requirements for bufferyard plantings. Lot Frontage and Parking Location The property fronts on Commerce Drive to the south. The majority of the parking is provided to the east of the building. EASEMENTS The property survey shows the existing public drainage and utility easement around the perimeter of the property. Two easements for private utility lines also cross the northern side of the property. Required plantings Proposed plantings Bufferyard B —north 4 Overstory trees 16 Overstory trees prop. line, 220' 6 Understory trees 0 Understory trees 10 Shrubs 0 shrubs Bufferyard B — east prop. 3 Overstory trees 6 Overstory trees Line, 220' 6 Understory trees 3 Understory trees 10 Shrubs 53 Shrubs Bufferyard B — west 3 Overstory trees 4 Overstory trees prop. Line, 220' 6 Understory trees 8 Understory trees 10 Shrubs 0 Shrubs The applicant meets minimum requirements for bufferyard plantings. Lot Frontage and Parking Location The property fronts on Commerce Drive to the south. The majority of the parking is provided to the east of the building. EASEMENTS The property survey shows the existing public drainage and utility easement around the perimeter of the property. Two easements for private utility lines also cross the northern side of the property. Planning Commission Bongards Site Plan — Planning Case 2017-16 August 1, 2017 Page 5 of 9 The proposed stormwater infiltration basin will tie-in to a public stormwater pipe on the northern portion of the property. The public stormwater pipe is not within an easement according to the applicant's title search dated August 29, 2016. The applicant shall dedicate a drainage and utility easement over the existing stormwater pipe on the northern portion of the property. The locations of all easements of record shall be shown on the survey based on a recent title search. GRADING AND DRAINAGE Drainage r � DA -1 (NORTH DA -2 (SOU ` DA -3 iJORTHWEST•PIPE) i The existing drainage pattern for the site is shown to the left. The majority of the impervious surface runoff is captured by catchbasins in the parking lot and routed to the public stormwater pipe that is located on the western and northern portions of the site. The northern part of the site flows overland to the north. The southeast portion of the site largely flows to Commerce Drive. Existing Grading The proposed grading plan to the right reduces the areas on the north and southeast that flow overland. The central impervious area's runoff is still captured by the existing catchbasin in the parking lot and routed to the public stormwater pipe that is located on the western and northern portions of the site. The new area consisting of the proposed building addition, some existing and some new parking will be captured by new catchbasins. The new catchbasins lead to an Proposed Grading underground draintile and clear rock infiltration system. The system will overflow to a public stormwater pipe on the northern portion of the site. RfILiMT1pNFIlIM1p11A,Y. NI ',,-'DA-1 (NORTH) ' r. , D `�..,DA -3b r , catchbasins. The new catchbasins lead to an Proposed Grading underground draintile and clear rock infiltration system. The system will overflow to a public stormwater pipe on the northern portion of the site. Planning Commission Bongards Site Plan — Planning Case 2017-16 August 1, 2017 Page 6of9 The applicant shall resubmit to -scale paper copies of the civil plans, including grading. The applicant shall label the first floor elevations of buildings on adjacent lots. The applicant shall revise plans to add Emergency Over -Flow (EOF) locations and elevations shall be labeled on the grading and utility plan sheets. Erosion Prevention and Sediment Control The disturbed site area is under 1 acre, so a SWPPP and NPDES permit are not required. However, the applicant's erosion control plan shall be revised to meet the requirements of 19- 145 of City Code, including showing stockpile locations prior to grading on site. STORMWATER Private stormwater facilities are proposed, consisting primarily of draintile pipe under the grass paver lot to the existing storm system and under the bituminous lot for the underground infiltration basin. The applicant shall submit a maintenance and operations manual for their stormwater Best Management Practices (BMPs). The applicant shall inspect their BMPs on an annual basis and submit inspection reports to the City. The applicant shall coordinate with the City for inspection of the connection to public storm structures during construction. The grass pavers are proposed to act as pervious surface to allow stormwater to infiltrate into the soil. The applicant shall plug the draintile connection from the grass paver lot to the stormwater catchbasin till staff evaluates the function of the grass paver system and determine in -field whether the draintile connection is required or if the system can function without it. PARKING The applicant's proposal includes two new sets of parking stalls. The first is proposed in front of the building on the south side of the property. It will be constructed of pervious, grass pavers. The second new parking area will be added to the east side of the existing parking area. It will be constructed over the proposed infiltration area. The applicant shall alter the dimensions of the grass paver lot to clear show it meets the requirement for 9 -foot by 18 -foot parking stalls and a 26 -foot wide aisle. MISCELLANEOUS Building(s) are required to have automatic fire extinguishing systems. Building plans must be prepared and signed by design professionals licensed in the State of Minnesota. Retaining walls over four high must be designed by a professional engineer and a permit must be obtained prior Planning Commission Bongards Site Plan — Planning Case 2017-16 August 1, 2017 Page 7 of 9 to construction. Structure proximity to property lines will have an impact on the code requirements for the proposed building, including but not limited to; allowable size, protected openings and fire -resistive construction. These requirements will be addressed when complete building and site plans are submitted. Detailed occupancy related requirements will be addressed when complete building plans are submitted. The owner and or their representative shall meet with the Inspections Division as soon as possible to discuss plan review and permit procedures. COMPLIANCE TABLE Code Project Building Height 4 stories 2 stories 50 feet 31 feet to top of parapet Building Setback N - 30'E - 10' N - 84'E - 81' W -10'S-30' W -18'S-81, Parking Stalls 53 stalls 54 stalls (Office - one space per 200 square feet (8,855/200=44.28); Research - one space per 500 square feet (2250/500=4.5; WH - one space per 1,000 for the first 10,000 sq. ft. then 1 space per 2,000 sq. ft. (2826/1000=2.89)) (Note numbers are rounded up.) Parking Setback Hard Surface Coverage Lot Area RECOMMENDATION N -WE -10' W -10'S-10' 63% N -65'E-11' W -22'S-16' 53% 43,560 sq. ft. (1 ac.) 78,666 sq. ft. (1.81 ac.) Staff recommends that the Planning Commission recommend approval of the site plan for a 13,070 square foot, two-story building expansion, plans prepared by Solution Blue, Inc., dated November 16, 2016, subject to the following conditions: Building 1. Building(s) are required to have automatic fire extinguishing systems. 2. Building plans must be prepared and signed by design professionals licensed in the State of Minnesota. Planning Commission Bongards Site Plan — Planning Case 2017-16 August 1, 2017 Page 8 of 9 3. Retaining walls over four high must be designed by a professional engineer and a permit must be obtained prior to construction. 4. Structure proximity to property lines will have an impact on the code requirements for the proposed building, including but not limited to; allowable size, protected openings and fire - resistive construction. These requirements will be addressed when complete building and site plans are submitted. 5. Detailed occupancy related requirements will be addressed when complete building plans are submitted. 6. The owner and or their representative shall meet with the Inspections Division as soon as possible to discuss plan review and permit procedures. Engineering 1. The applicant shall dedicate a drainage and utility easement over the existing stormwater pipe on the northern portion of the property concurrent to recording the site plan agreement. 2. The locations of all easements of record shall be shown on the survey based on a recent title search prior to recording the site plan agreement. 3. The applicant shall resubmit to -scale paper copies of the civil plans, including grading prior to City Council approval. 4. The applicant shall label the first floor elevations of buildings on adjacent lots prior to grading on site. 5. The applicant shall revise plans to add Emergency Over -Flow (EOF) locations and elevations shall be labeled on the grading and utility plan sheets prior to grading on site. 6. The applicant's erosion control plan shall be revised to meet the requirements of 19-145 of City Code, including showing stockpile locations prior to grading on site. 7. The applicant shall submit a maintenance and operations manual for their stormwater Best Management Practices (BMPs) prior to recording the site plan agreement. 8. The applicant shall inspect their BMPs on an annual basis and submit inspection reports to the City. 9. The applicant shall coordinate with the City for inspection of the connection to public storm structures during construction. Planning Commission Bongards Site Plan — Planning Case 2017-16 August 1, 2017 Page 9 of 9 10. The applicant shall plug the draintile connection from the grass paver lot to the stonnwater catchbasin till staff evaluates the function of the grass paver system and determine in -field whether the draintile connection is required or if the system can function without it. 11. The applicant shall alter the dimensions of the grass paver lot to clear show it meets the requirement for 9 -foot by 18 -foot parking stalls and a 26 -foot wide aisle prior to installation of the grass pavers. Planning 1. The applicant shall revise the primary building material from EIFS to some other acceptable material. 2. The applicant shall provide site furnishings to the site. ATTACHMENTS 1. Findings of Fact and Recommendation. 2. Development Review Application. 3. Title Sheet 4. Site Survey 5. Site Demolition and Erosion 6. Civil Site Plan 7. Site Grading Plan 8. Site Utility Plan 9. Civil Details 10. Site Lighting 11. Site Landscape Plan 12. Photometric Plan 13. Preliminary First Floor Plan 14. Preliminary Second Floor Plan 15. Parking Calculations 16. Preliminary Exterior Elevations 17. Preliminary Exterior Elevations 18. Chanhassen Business Center Development Standards 19. Public Hearing Notice and Mailing List G:\PLAN\2017 Planning Cases\17-16 Bongards\staff report Bongards.doc CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION Application of Bongards' Creamery for Site Plan approval for a 13,070 square foot, two-story building expansion. On August 1, 2017, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of Bongards' Creamery for site plan approval. The Planning Commission conducted a public hearing on the proposed development preceded by published and mailed notice. The Planning Commission heard testimony from all interested persons wishing to speak and now makes the following: FINDINGS OF FACT 1. The property is currently zoned Planned Unit Development, PUD. 2. The property is guided in the Land Use Plan for Office Industrial uses. 3. The legal description of the property is: Lot 3, Block 1, Chanhassen Business Center Second Addition. 4. Site Plan Review: a. Is consistent with the elements and objectives of the city's development guides, including the comprehensive plan, official road mapping, and other plans that may be adopted; Finding: The proposed development complies with the elements and objectives of the city's development guides and the zoning requirements for the site. b. Is consistent with site plan division; Finding: The proposed development complies with the Site Plan review requirements of the Chanhassen City Code. c. Preserves the site in its natural state to the extent practicable by minimizing tree and soil removal and designing grade changes to be in keeping with the general appearance of the neighboring developed or developing or developing areas; Finding: The site has been significantly altered by previous uses on the parcel. The proposed development design is in keeping with the general appearance of the neighboring developed areas. d. Creates a harmonious relationship of building and open space with natural site features and with existing and future buildings having a visual relationship to the development; Finding: The proposed development creates a harmonious relationship of building and open space with site features and with existing and future buildings having a visual relationship to the development. e. Creates a functional and harmonious design for structures and site features, with special attention to the following: 1) An internal sense of order for the buildings and use on the site and provision of a desirable environment for occupants, visitors and general community; 2) The amount and location of open space and landscaping; 3) Materials, textures, colors and details of construction as an expression of the design concept and the compatibility of the same with adjacent and neighboring structures and uses; and 4) Vehicular and pedestrian circulation, including walkways, interior drives and parking in terms of location and number of access points to the public streets, width of interior drives and access points, general interior circulation, separation of pedestrian and vehicular traffic and arrangement and amount of parking. Finding: The proposed development creates a functional and harmonious design for structures and site features, subject to compliance with the conditions of approval. The proposed building expansion compliments the architectural appearance of the existing building. e. Protects adjacent and neighboring properties through reasonable provision for surface water drainage, sound and sight buffers, preservation of views, light and air and those aspects of design not adequately covered by other regulations which may have substantial effects on neighboring land uses. Finding: The proposed development protects adjacent and neighboring properties through reasonable provision for surface water drainage, which is being improved as part of the development, sound and sight buffers, preservation of views, light and air and traffic circulation. 5. The planning report #2017-16, dated August 1, 2017 prepared by Robert Generous, et al, is incorporated herein. RECOMMENDATION 2 The Planning Commission recommends that the City Council approve the Site for Bongard's building expansion subject to the recommended conditions of approval contained within the staff report. ADOPTED by the Chanhassen Planning Commission this Ist day of August 2017. CHANHASSEN PLANNING COMMISSION Its Chairman COMMUNITY DEVELOPMENT DEPARTMENT Planning Division — 7700 Market Boulevard Mailing Address — P.O. Box 147, Chanhassen, MN 55317 Phone: (952) 227-1300 / Fax: (952) 227-1110 APPLICATI Submittal Date: PC Date: r -7-i0 CITY OF CHANNSEN DEVELOPMENT REVIEW CC Date:��60-Day Review Date: V ? _1 P (Refer to the appropriate Application Checklist for required submittal information that must accompany this application) ❑ Comprehensive Plan Amendment ......................... $600 ❑ Minor MUSA line for failing on-site sewers ..... $100 ❑ Conditional Use Permit (CUP) ❑ Single -Family Residence ................................ $325 ❑ All Others......................................................... $425 ❑ Interim Use Permit (IUP) ❑ In conjunction with Single -Family Residence.. $325 ❑ All Others......................................................... $425 ❑ Rezoning (REZ) ❑ Planned Unit Development (PUD) .................. $750 ❑ Minor Amendment to existing PUD ................. $100 ❑ All Others......................................................... $500 ❑ Sign Plan Review ................................................... $150 R� Site Plan Review (SPR) ❑ Administrative.................................................. $100 0 Commercial/Industrial Districts" ...................... $500 Plus $10 per 1,000 square feet of building area: (14,000 thousand square feet) *Include number of existino employees: 33 *Include number of new employees: ❑ Residential Districts ......................................... $500 Plus $5 per dwelling unit ( units) ❑ Subdivision (SUB) ❑ Create 3 lots or less ........................................$300 ❑ Create over 3 lots .......................$600 + $15 per lot ( lots) ❑ Metes & Bounds (2 lots)..................................$300 ❑ Consolidate Lots..............................................$150 ❑ Lot Line Adjustment.........................................$150 ❑ Final Plat ..........................................................$700 (Includes $450 escrow for attorney costs)* *Additional escrow may be required for other applications through the development contract. ❑ Vacation of Easements/Right-of-way (VAC)........ $300 (Additional recording fees may apply) ❑ Variance (VAR) .................................................... $200 ❑ Wetland Alteration Permit (WAP) ❑ Single -Family Residence ............................... $150 ❑ All Others ....................................................... $275 ❑ Zoning Appeal ...................................................... $100 ❑ Zoning Ordinance Amendment (ZOA)................. $500 NOTE: When multiple applications are processed concurrently, the appropriate fee shall be charged for each application. ❑ Notification Sign (City to install and remove)...................................................................................................................... $200 ❑✓ Property Owners' List within 500' (City to generate after pre -application meeting) .................................................. $3 per address ( addresses) ❑ Escrow for Recording Documents (check all that apply) .......................................... $50 per document ❑ Conditional Use Permit ❑ Interim Use Permit ❑ Site Plan Agreement ❑ Vacation ❑ Variance ❑ Wetland Alteration Permit ❑ Metes & Bounds Subdivision (3 docs.) ❑ Easements ( easements) TOTAL FEE: Section 2: Required Information Description of Proposal: 14,000 square foot building expansion with adding parking stalls, stormwater management features and landscaping. Property Address or Location Parcel #: 251650030 Legal Description: _ Total Acreage: 1.81 Wetlands Present? Present Zoning: Planned Unit Development (PUD) Present Land Use Designation: Select One Existing Use of Property: Commercial building ❑Check box if separate narrative is attached. 8330 Commerce Drive - Chanhassen Lot 3, Block 1, Chanhassen Business Center Second Addition ❑ Yes 0 No Requested Zoning: Office and Institutional District (OI) Requested Land Use Deesignatiom Select One N w) L) LU 11. on 3: Pronerty Owner and Annlicant Informatia APPLICANT OTHER THAN PROPERTY OWNER: In signing this application, I, as applicant, represent to have obtained authorization from the property owner to file this application. I agree to be bound by conditions of approval, subject only to the right to object at the hearings on the application or during the appeal period. If this application has not been signed by the property owner, I have attached separate documentation of full legal capacity to file the application. This application should be processed in my name and I am the party whom the City should contact regarding any matter pertaining to this application. I will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to any authorization to proceed with the study. I certify that the information and exhibits submitted are true and correct. Name: Contact: Address: Phone: City/State/Zip: Cell: Email: Fax: Signature: Date: PROPERTY OWNER: In signing this application, I, as property owner, have full legal capacity to, and hereby do, authorize the filing of this application. I understand that conditions of approval are binding and agree to be bound by those conditions, subject only to the right to object at the hearings or during the appeal periods. I will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to any authorization to proceed with the study. I certify that the information and exhibits submitted are true and correct. Name: Bongards Contact: Chris Freeman Address: 8330 Commerce Drive Phone: (952) 466-3552 City/State/Zip: Chanhassen, MN 55317 Cell: (515) 210-0313 Email: - chrisf@bongards.com Fax: Signature: Date: 6/27/17 PROJECT ENGINEER (if applicable) Name: Solution Blue, Inc. Contact: Steven Gebauer Address: 444 Cedar St., Suite 1005 Phone: (651) 289-5536 City/State/Zip: St. Paul, MN 55101 Cell: (612) 749-5204 Email: sgebauer@solutionblue.com Fax: Section 4: Notification Information Who should receive copies of staff reports? *Other Contact Information: 0 Property Owner Via: ❑� Email ❑ Mailed Paper Copy Name: Mitchell Cookas ❑ Applicant Via: ❑ Email ❑ Mailed Paper Copy Address: 444 Cedar St., suite 1005 Q Engineer Via: ❑v Email ❑ Mailed Paper Copy City/State/Zip: St. Paul, MN 55101 Q Other* Via: Z Email ❑ Mailed Paper Copy Email: mcookas@solutionblue.com INSTRUCTIONS TO APPLICANT: Complete all necessary form fields, then select SAVE FORM to save a copy to your device. PRINT FORM and deliver to city along with required documents and payment. SUBMIT FORM to send a digital copy to the city for processing. SA_....._......_._....... _.._. ............_..�__....... VE FORM PRINT FORM SUBMIT FORM t 8330 COMMERCE DRIVE CHANHASSEN, MN i I SHEETINDEX CONTACT LIST SI" Na10er StWd Nemo BUILDING OWNER Iml TFUSFISET STRUCTURAL ENGINEER LI SITE LANDSCAPE PIAN BONGARDS CREAMERY EMAIL CHRISF@BONGARDS.COM ClSITE DEMOUTON AND EROSION CONTROL PIAN IMCK OWIEN MULLER& ASSOCIATES EMAIL: MVANHOOF@KOMANC.OM4 8376 COMMERCE DRIVE PHONE: 952.466.3552 6115CAHILLAVE. PHONE: 651.789.4129 CHANHASSEN MN MVER GROVE HEIGHTS, MN 55076 PZI.01 PRELIMINARY FIRST FLOOR PUN PZL02 MATTVANHOOF CMISFFEEMAN _ PREUMINARY EXTERIOR ELEVAITCNS PZ502 I PRELIMINARY EXTERIOR ELEVATIONS - BDWYOUNG PZI.03 PARIONGCALCUATICW MECHANICAL CONTRACTOR BOH+YOING SPACE DESIGN EMAIL MOKEEFEGSCHYOUNGODM LKPB EMAIL: JON.COSTELLO@LKPB.COM 7001 FRANCE AVENUE SOUTH PHONE:952.3458312 1935WEST COUNTY RD. 32 PHONE:01.6331225 SUTE 2116 EMAIL KFIIHR@BDHYOU G.COM SURE 300 EDINA, MAN 550.75 PHONE: 9523458314 ST. PAULMN 55113 MATT OAEEFE I KATRINA FIIHR JOHNCOSTELLO GENERALCONTRACTOR ELECTRICAL CONTRACTOR HAMMERS CONSTRUCTION EMAIL: JOHNEHCMMN.COM LKPS EMAL.TOM.HENZ@LKPB.CUM 44434HARWSTAVENUE PHONE;218.3482195 1935 WEST COUNTY RD, 82 PHONE: 651.633.1225 PERHAM, MN 56573 MOBILE 218.2951519 SUITE 300 JOHN CARLSON ST. PAUL MN 55113 TOM 14EK1Z CIVIL ENGINEER PLUMBING CONTRACTOR SOLUTION BLUE EMAIL MCOOKAS@SOLUTIONBLUE.CGM LKPB EMAIL:TOM.HEMZ@LKPB.COM 318 CEDAR STREETPHONE: 651.289.5534 IMS WEST COUNTY RD. 82 PHONE: 651.533.1225 SLANT PAUL, MN 55101 SURE 300 MITCHELL COOKAS ST. PAUL MN 55113 TOM HEINZ i interiors I architecture 70D F-A -SOWN S ft 200 Edna, M --t. 55435 952-693-9020 tax 9528919299 w bd,ynunq. Project Information BONGARDS' EXPANSION BONGARDS'CREAMERY 8330 COMMERCE DRIVE CHANHASSEN,MN Issue Record Sheer rile TITLE SHEET Sheet Information Job Code BONGARDS Drawn By KMF Reviewed By MWOlPG Dale 06.30.1 7 T 0 . 1 I SHEETINDEX SI" Na10er StWd Nemo Iml TFUSFISET LI SITE LANDSCAPE PIAN ClSITE DEMOUTON AND EROSION CONTROL PIAN C2 CIVLSTEPLAN C3 SITE GRAMS PLAN C4 SITE UTILITY MAN CS ICIVLOETALS PZI.01 PRELIMINARY FIRST FLOOR PUN PZL02 _ RELIAIARY SECOND FLOOR PUN P.. _ PREUMINARY EXTERIOR ELEVAITCNS PZ502 I PRELIMINARY EXTERIOR ELEVATIONS - PZI.03 PARIONGCALCUATICW interiors I architecture 70D F-A -SOWN S ft 200 Edna, M --t. 55435 952-693-9020 tax 9528919299 w bd,ynunq. Project Information BONGARDS' EXPANSION BONGARDS'CREAMERY 8330 COMMERCE DRIVE CHANHASSEN,MN Issue Record Sheer rile TITLE SHEET Sheet Information Job Code BONGARDS Drawn By KMF Reviewed By MWOlPG Dale 06.30.1 7 T 0 . 1 .. it 1 'I 925 II li 026 11 ' - -_ - S56°57'24"W 238.00 (p) 238,01 (m) 2 - gLg1No7 g1 �., .. �,.. N Minnesota Valley Natural Gas Company taserleat -_- -_g 3a �_.-_- uwi 98299 99 \ per Doc. No. - awl �"' 83365 t 11. -.1 9 SJ8 9 T 939, :states Power comp ry, easemernt .�' ' .' 958 Scutheastedy line of Northam - I.O2loaqe 6UtNkY easement Per is Par r`per Doc. No. 72636 -_-- « -_9Y?« :sw.s (re) Im•9N.1 " 948 946 916 J 10 943 , 94? 944- 7 941 °' os0 941.. - 943 M I 94t 9A\ .-1 O g42 Ftarld .pen son pp Ido - n 94.0 n FFe. ' FTE• 942.8 o i 10 ,�a"",� I Trade _ 942.8 O i I O (r1 M (RYn•9ae7 A I Nim 1 3:II •gas I I 1 Story Budkg m S 1D g Address: 8330 CeXnmerca DMe q .� A� m Foundation Arra: 9,558 Sq. Ft. o r 9 0 n •, I I J ,btu E Fre- y 78 la 9': 't04 I �• n I.. - 70.1..... - LandscePm9 �'$ I g� fit•' i ! I o � o$A I e I � e p\ o aO 6 Stalk + 1 Handicap 941 9 a P SII I ,`..F..n929.4 5 F I C Nm.9a9.3 a J. J - 1 .920.2 \ �- .*- . . - .-� e T 941 �V � ~ RE .�- _ FauM aper INn pw• 1 EL 44 202.70 ., _ 1 5 EE <N56°5724"E 203.00(p) 1E Found Imo 6ba - cess RL918to7=---ELE I I CDIP I (pe ----I II I 63504 OQ 1_I >_--I > > >--$> a we / a 3 ail l�`� Commerce Drive W RCP 5 r' L.c. --I-----� r ✓S Description of Property Surveyed Lot 3, Block 1, Chanhassen Business Center Second Addition, Carver County, Minnesota ALTA/NSPS Land Title Suavev Notes (numbered per Table A) 1. Bearings are based on the Mat of Chanhassen Bushes Center Second Addition. 2. Site Address: 8330 Commerce Drive, Chanhassen, Minnesota. 3. Title property is contained In Zone C (Areas of minimal flooding) per Flood Insurance Rate Map, Community Panel No. 270051 0005 B, effective date of July 2. 1979. 4. The Gros land area Is 78,666 +/- square feet or 1.8059 +/- acres. 5. Elevations are based an MN/DOT Geodetic Station Name: 10-002 which has an elevation of: 961.399 feet (NGVD29). 7(a). EAerior dmemlan of building Is At ground level. 8. Substantial features observed in the process of conducting the fieldwork have been shown hereon. 9. The number of parking stalls on this site are as follows: 17 Regular + 1 Handicap . 18 Total Parking Stalls. 11. We have shown the location of utilities to the best of our abeity based on observed evidence together with evidence from the following sources: record plans from the E ty provided by Solution aloe, dans obtained from utility companies, plans provided by client markings by utility companies and other appropriate sources. We have used this Information to develop a view of the underground udlides for this site. However, lacking excavation, the exact location of underground features cannot be accurately, completely and reliably depicted. Where additional or more detailed Informatkm N required, the client N advised that eaavation may be necessary. Also, please rate that seasonal conditions may Inhibit our ability to visibly observe all the utilities located on the subject property. Survey Report 1. This map and report was prepared with the benefit of a Commitment for Title Insurance Issued by NI American Commercial Title, Inc., as agent for Old Republic National Tale Insurance Company, Commitment No. 103167, dated August 29, 2016. We nate the following with regards to Schedule B of the herein referenced Title Commitment: a. Item no.'s 1-9, 613-16 are not survey related. b. The following are numbered per the referenced tale Commitment: 10. Easement for drainage and utility purposes as shown on the recorded plat of Chanhassen Business Center Second Addition, filed as Document No. 87685. This easement Is looted In the northerly portion and the perimeter of the subject property, as shown herean. 11. Easement In favor of Minnesota Valley Natural Gas Company for gas transmission system purposes dated 10-20-60, filed , In Book 61, page 490, as Document No. 98299, as described therein and as shown on the plat of Chanhassen Business Center Second Addition. This easement Is located in the northerly portion of the subject property, as shown hereon. 12. Easement and right of way in favor of Northern States Power Company for power line purposes, As contained In Final Certificate dated 3-24.92, flied 4-27-92, as Document No. 72638, and as shorn on the plat of Chanhassen Business Center Second Addition. This easement is located in the northerly portion of the subject Property, as shown hereon. 2. Conflicts such as (but not limited to): encroachments, protrusions, access, occupation, and easements and/or servitudes: a. Please note that part of the storm sewer located In the northwest portion of the site Is not contained within a drainage and Utility easement, as shown hereon. ALTA CERTIFICATION To: CARLSON AND WALD, LLC, a Minnesota Limited Liability Company; Songards' Creameries, a Minnesota cooperative corporation; and All American Commercial Title, Inc, as agent for Old Republic Natlaml Title Insurance Company: This is to certify that this map or plat and the survey on which it Is based were made In accordance with the 2016 Minimum Standard Detail Requirements for ALTA)NSPS Land Title Surveys, jointly established and adopted by ALTA and NSPS, and Includes Items 1, 2, 3, 4, 7(a), 8, 9, 8 l i of Table A thereof. The field work was completed on September 19, 2016. Dated this 22nUW5W?Aptember, 2016 Rory L. Symte len Minnesota Umme No. 44565 roryhtpo.com MINNESOTA CERTIFICATION I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that 1 am a duly Licensed Land Surveyor under the laws of the State of Minnesota. Dated this 22n September, 2016. Linetype & Symbol Legend Rory L Syrutalkn Minnesota Lkeme No. 44565 ® UTILITY MANHOLE rory*htpocor11 -m-m- FIBER OPTIC ti 30 15 0 15 30 60 SCALE IN FEET Vicinity Map No Scale cns us- GASMAIN N SIGN erc � SANITARY MANHOLE I I - > >- WATERMAIN SANITARY SEWER Op STORM MANHOLE .�F-� STORM SEWER T TELEPHONE BOX No Scale cns us- GASMAIN - SIGN SANITARY MANHOLE I I - > >- WATERMAIN SANITARY SEWER Op STORM MANHOLE >> STORM SEWER 01 TELEPHONE BOX pu OVERHEAD UTILITIES 0 TELEPHONE MANHOLE IEL TEL- TELEPHONE LINE ® ELECTRIC TRANSFORMER -Elf OE- ELECTRIC LINE ® TRAFFIC SIGNAL cry cTv- CABLE LINE a -0-0-0-0-0- GUARDRAIL TRAFFIC LIGHT ��❑ ❑ WOODEN FENCEUNE ® CABLE TV BOX • x .- CHAINUNK FENCELINE ® ELECTRICAL METER BARBED WIRE FENCE © GAS METER .. .. BLOCK RET WALL ® WATER METER WATER MANHOLE Pq WATERVALVE • FOUND IRON MONUMENT 0 SEF IRON MONUMENT POWER POLE I@ AIR CONDITIONER d BOLLARD SOIL BORING ® CATCH BASIN ® CB BEEHIVE ® CLEAN OUT m ELECTRIC BOX EQ ELECTRIC MANHOLE cY" FLAG POLE .E� FLARED END SECTION 90 GAS VALVE HANDICAP SYMBOL M HANDHOLE Z7• HYDRANT Q CAST IRON MONUMENT ALTA/NSPS Land Title Survey 8330 Commerce Drive Chanhassen, MN Rs'b'0A Project Ha 16-087 -i 10.5-16 Added Utilities1 Engineering -Surveying D. by DRB It Landscape Architecture �•� ty PAT/RLS � � J BPak�Paa. HANSEN THORP f ELLINEN OLSON, Inc. Dat•: 9.22-16 7670 Menet Plow Dive • C-0en Ranh tel 55.204 952.8290700.952-529-7•6 far CI u i 8. ALL MATERIAL REMOVED SHALL BE DISPOSED OF OFF-SITE AND IN A LEGAL MANNER. / J 9. MATERIA. TO BE SALVAGED FOR REUSE BY OWNER SHALL BE REMOVED UNDAMAGED IN USABLE CONDITION. TEMPORARY PROTECTED STORAGE \ \O�• ON-SITE MAY BE REQUIRED. / 10. ON-SITE BROKERAGE OF MATERIALS SALVAGED BY CONTRACTOR TO BE REMOVED IS NOT PERMITTED WITHOUT PRIOR OWNER APPROVAL. /// - ,�,\\�y / •. ��•5. \\ DRAWING SCALE 11. LOCATION AND ELEVATIONS OF IMPROVEMENTS TO BE MET (ORAVO IDE D) SHALL BE CONFIRMED BY THE CONTRACTOR THROUGH FIELD / / - , �� / •� Y \ tO 2O 4O EXPLORATIONS PRIOR TO CONSTRUCTION. CONTRACTOR SHALL REPoRT TO THE ENGINEER ANY DISCREPANCIES BETWEEN THEIR MEASUREMENTS AND THESE PLANS. CONTRACTOR SHALL ALSO MAKE EXPLORATION EXCAVATIONS AND LOCATE EXISTING UNDERGROUND UTILITIES SUFFICIENTLY/ \ AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING ` C f / , \' FACILITIES, CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AN ANY OTHER EXISTING ++ 'IQ ( IN FEET) LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. \ IT \ / \ �Crl 12. ALL TREES TO BE REMOVED SHALL BE CLEARED OUTSIDE THE MIGRATORY BIRD NESTING SEASON OR AFTER CONDUCTING A NESTING BIRD \ - + + / \(L _1 •` \\ SURVEY. 013. CONSULT WITH THE U.S. FISH AND WILDLIFE SERVICE REGARDING THE NORTHERN LONG-EARED BAT PRIOR TO CLEARING ANY TREES. \ Z- GENERAL PROJECT NOTES: �F \ !� v 1. BIDDER WILL VISIT THE SITE TO UNDERSTAND THE SCOPE OF WORK. NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ITEMS THAT COULD •)�' /F'✓ \ \ �� HAVE BEEN IDENTIFIED BY A SITE VISIT, STUDYING THE TOPOGRAPHIC SURVEY, THOROUGHLY REVIEWING ALL PLANS AND REPORTS, AND ADDITIONAL INFORMATION REQUESTED FOR CLARIFICATION PRIOR TO BIDDING. 2. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS PRIOR TO STARTING WORK. \ \ 3. EXISTING TOPOGRAPHIC AND BOUNDARY INFORMATION TAKEN FROM SURVEY BY HTPO DATED 2016. CONTACT ENGINEER IMMEDIATELY IF ANY g ✓ DISCREPANCIES ARE DISCOVERED. \ S p 4. THE LOCATIONS OF ALL EXISTING UTIUTIES SHOWN ON THIS PLAN HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAJLA13LE AND ARE \GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO THE START �g<L'Q,��. p OF ANY DEMOLITION ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE UTILITY CWPANIES FOR ONSITE LOCATIONS OF EXISTING UTILITIES. THE �Cn• J\di0o p�?�$ 3 i CONTRACTOR IS REWIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE co O E. 5. SEE GEOTECHNICAL REPORT COMPLETED BY NORTHERN TECHNOLOGIES DATED 10/10/2016 FOR SUBSURFACE INVESTIGATION INFORMATION AND LOCATION OF SOIL BORINGS. THE CONTRACTOR IS RESPONSIBLE TO OBTAIN A COPY OF THE REPORT DURING BIDDING. 6. PROVIDE AND MAINTAIN TRAFFIC CONTROL DEVICES WHERE NECESSARY. PLACEMENT OF THESE DEVICES SHALL BE APPROVED BY THE CITY AND 1 ENGINEER PRIOR TO PLACEMENT. + 7. CONTRACTOR SHALL MAINTAIN FULL ACCESS TO ADJACENT PROPERTIES DURING CONSTRUCTION AND TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES. \ \ \ 8. ALL CONSTRUCTION WORK SHALL BE COMPLETED WITHIN CITY APPROVED WORKING HOURS. \ � \ 9. INSTALL CONTROL FENCING AND BARRICADING AS NECESSARY TO PROTECT THE PUBLIC. 1 \ ( � ✓ 3 J`.;.1 10. SOIL SURFACES COMPACTED DURING CONSTRUCTION AND REMAINING PERVIOUS UPON COMPLETION OF CONSTRUCTION MUST BE DECOMPACTED THROUGH SOIL AMENDMENT AND/OR RIPPING TO A DEPTH OF 18 INCHES WHILE TAKING CARE TO AVOID UTILITIES, TREE ROOTS AND OTHER \ EXISTING VEGETATION PRIOR TO FINAL VEGETATION OR OTHER STABILIZATION. ` ,(1 GENERAL EROSION AND SEDIMENTATION CONTROL NOTES: 1. INSTALL TEMPORARY EROSION CONTROL DEVICES AT THE LOCATIONS SHOWN ON THE PLANS PRIOR TO BEGINNING LAND DISTURBING ACTIVITIES. 2. MAINTAIN ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES IN PLACE UNTIL THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED. \ ✓ INSPECT ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES ON A WEEKLY BASIS AND DURING RAINFALL EVENTS. REMOVE ACCUMULATED �a\\5 k / SEDIMENT DEPOSITS FROM EROSION AND SEDIMENT CONTROL DEVICES AND DOWNSTREAM DRAINAGE SYSTEMS AS NEEDED. DO NOT ALLOW b' / 1/ SEDIMENT TO ACCUMULATE TO A DEPTH OF MORE THAN ONE-THIRD OF THE CAPACITY OF THE DEVICE. REPLACE DETERIORATED OR DAMAGED / / EROSION CONTROL DEVICES WITHIN 24 HOURS. ✓ \ 1 �-Y1 / / / `/ 3. THE PERMITTEE MUST, AT A MINIMUM, INSPECT, MAINTAIN AND REPAIR ALL DISTURBED SURFACES AND ALL EROSION AND SEDIMENT CONTROL FACILITIES AND SOIL STABILIZATION MEASURES EVERY DAY WORK IS PERFORMED ON THE SITE AND AT LEAST WEEKLY UNTIL LAND -DISTURBING ACTIVITY HAS CEASED. THEREAFTER, THE PERMITTEE MUST PERFORM THESE RESPONSIBILITIES AT LEAST WEEKLY UNTIL VEGETATIVE COVER IS 6, ESTABLISHED. OWNERS CONTACT INFORMATION \ ( jl �\ Q \� 4. PROVIDE ADDITIONAL EROSION CONTROL, WHICH MAY NOT BE SHOWN ON THE DRAWINGS, CONSISTENT WITH THE MEANS, METHODS AND ✓ SEQUENCE OF CONSTRUCTION IN ACCORDANCE WITH PERMIT REQUIREMENTS AND AUTHORITIES HAVING JURISDICTION. BONGARDS CREAMERIES ( 1 / O \ / \ 5. REMOVE ALL SOILS AND SEDIMENTS TRACKED OR OTHERWISE DEPOSITED ONTO PAVEMENT AREAS. REMOVAL SHALL BE ON A DAILY BASIS CHRIS FREEMAN, CFO o) ✓A ✓('yr `pQ THROUGHOUT THE DURATION OF THE CONSTRUCTION. 18681 LAKE DRIVE EAST CHANHASSEN, MN 55317 Gp 'y \ / 6. STABILIZE ALL AREAS WHICH HAVE BEEN FINISH -GRADED, AND ALL DISTURBED AREAS IN WHICH GRADING OR CONSTRUCTION OPERATIONS ARE 952-466-3552\ ,\ NOT ACTIVELY UNDERWAY, AGAINST EROSION DUE TO RAIN, WIND AND RUNNING WATER WITHIN 7 DAYS. REPAIR ERODED MEAS IMMEDIATELY. chrisf®bongords.com \ \ / / -_ \ / � V 7. LOCALE SOIL OR DIRT STOCKPILES CONTAINING MORE THAN 10 CUBIC YARDS OF MATERIAL WITH A DOWNSLOPE DRAINAGE LENGTH OF NO LESS THAN 25 FEET FROM THE TOE OF THE PILE TO A ROADWAY OR DRAINAGE CHNJNEL. IF REMAINING FOR MORE THAN SEVEN DAYS, STABILIZE \ I y( v THE STOCKPILES BY MULCHING, VEGETATIVE COVER, TARPS, OR OTHER MEANS. CONTROL EROSION FROM ALL STOCKPILES BY PLACING SILT STATE LAW: 48 HOURS BEFORE EXCAVATING OR \ 1 \ FENCE BARRIERS AROUND THE PILES. DEMOLISHING BUILDINGS, CALL 811 FOR FIELD LOCATION \ OF UNDERGROUND UILTTY LINTS. THIS SERVICE LOCATES \ / / S. PERFORM ALL EROSION CONTROL PRACTICES AND SEQUENCE CONSTRUCTION IN ACCORDANCE WITH THE METHODS OUTLINED IN THE BEST UTILITY OWNED LINTS BUT NOT PRIVATE LINES. \ 2 - MANAGEMENT PRACTICES HANDBOOK: 'PROTECTING WATER QUALITY IN URBAN AREAS: PUBLISHED BY THE MINNESOTA POLLUTION CONTROL THE LOCATIONS OF UNDERGROUND UNITIES ARE SHOWN - AGENCY. IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN `\�_�/\�\ Knowwhat'sbBIOW. INDEPENDENTLY VERIFIED. THE EXACT LOCATION OF ALLLO \ LQ 9. REMOVE TEMPORARY EROSION CONTROL DEVICES AFTER THE ADJACENT FINAL SURFACES ARE PERMANENTLY ESTABLISHED. COORDINATE REMOVAL OU dig. UTILES (PUBLIC AND PRIVATE) MUST BE DETERMINED t/^\ / Q WITH PERMANENT RESTORATION OF ALL AREAS OCCUPIED BY TEMPORARY DEVICES. Call before Y 9 BEFORE COMMENCING WORK. \ G HL / 4 / 10. PHASED CONSTRUCTION SHALL BE USED TO THE EXTENT PRACTICAL OR AS INDICATED ON THE PLANS TO MINIMIZE EXPOSED SOILS. 11. EROSION CONTROL PLAN, RAINFALL, AND POST RAINFALL INSPECTION REPORTS TO BE KEPT IN THE ON-SITE JOB TRAILER. / 12. CONTRACTOR SHALL MAINTAIN ROCK ENTRANCE(S) DURING CONSTRUCTION 13. ALL STORM SEWER CATCH BASINS TO BE PROTECTED FROM SEDIMENT DEPOSITION WITH AN APPROVED INLET PROTECTION DEVICE. CONTRACTOR ' I SHALL CLEAN STORM SEWER SYSTEM OF SEDIMENT AND DEBRIS PRIOR TO COMPLETION. OiZOp v mQw r Y �>P wle�< aln puJ 1 �N K Z ! SITE DEMOLITION LEGEND: S EROSION AND SEDIMENTATION CONTROL MEASURES: KEY NOTES 0 •\� �. l m N c (7 w > UWi Wa:zrLU W wW w xa.0 J Q SAWCUT CURB REMOVAL O 0 o SILT FENCE (SEE DETAIL EROS -2) E] SILT FENCE �. INLET PROTECTION (SEE DETAIL EROS -5) 2 ❑ CONSTRUCTION MUD MATS ••� c, Z W U Z JZ�vw� Q ( CONCRETE WASHOUT AREA SEE DETAIL EROS -6 ❑ ) ❑3 INLET PROTECTION a o g N �U WZ REMOVE PAVEMENT/SIDEWALK QOM �.l U F -pm ❑ CONCRETE WASHOUT V/ W GENERAL SITE DEMOLITION AND CLEARING NOTES: TREE PROTECTION (SEE DETAIL) SITE FEATURE PROTECTION (LIGHT, SIGN, ETC.) J�4 ✓ 1. CONTRACTOR SHALL COORDINATE LIMITS OF REMOVALS WITH PROPOSED IMPROVEMENTS AND SHALL BE RESPONSIBLE FOR PROTECTING EXISTING SITE FEATURES (STRUCTURES, CURBS, WALKS, PAVEMENTS, UTILITIES, SIGNAGE, FENCES, ETC.) WHICH ARE TO REMAIN. REPAIR OR REPLACE, TO OWNER'S SATISFACTION, ANY DAMAGE TO EXISTING PROPERTY OR SITE FEATURES WHICH ARE TO REMAIN, AT NO ADDITIONAL COST. TREE REMOVAL ^ JU 2. COORDINATE DISRUPTION OF UTILITY SERVICES WITH THE OWNER'S PROJECT REPRESENTATIVE AND UTILITY OWNER, PUBLIC OR PRIVATE. CONTRACTOR TO PROVIDE TEMPORARY UTILITIES AS NECESSARY TO MAINTAIN BUILDING SERVICES. GO61 3. THE OWNERS ACTIVITIES MAY CONTINUE DURING CONSTRUCTION. THE CONTRACTOR SHALL COORDINATE SEQUENCE OF WORK WITH THE OWNER. 4. PRIOR TO START OF ANY WORK, ALL EROSION AND SEDIMENT CONTROL PROTECTION MEASURES SHALL BE IN PLACE. SEE EROSION CONTROL PLAN OR SWPPP FOR DETAILS. O \ � 5. CONTRACTOR SHAH PRESERVE All VEGETATION NOT TO BE REMOVED BY CONSTRUCTION. CONTRACTOR SHALL DE RESPONSIBLE FOR 6. RE -SEEDING OR SODDING AREAS DISTURBED BY CONSTRUCTION. CLEARLY IDENTIFY AND LABEL EACH TREE THAT IS TO REMAIN PRIOR TO STARTING SITE CLEARING. CONTACT OWNER'S PROJECT REPRESENTATIVE �`Q Irl FOR SITE INSPECTION AFTER ALL i0 REMAIN" TREES HAVE BEEN IDENTIFIED. TREES THAT ARE TO BE PROTECTED SHALL HAVE TEMPORARY FENCING PLACED AT THE DRIP UNE AROUND EACH TREE. 2t %i 7. STOCKPILE TOPSOIL FOR REUSE ON SITE. VERIFY THE STRIPPED TOPSOIL MEETS SPECIFICATIONS FOR THE PROPOSED USE. VERIFY THE AMOUNT 13 OF TOPSOIL NEEDED AND REMOVE EXCESS FROM SITE. 8. ALL MATERIAL REMOVED SHALL BE DISPOSED OF OFF-SITE AND IN A LEGAL MANNER. / J 9. MATERIA. TO BE SALVAGED FOR REUSE BY OWNER SHALL BE REMOVED UNDAMAGED IN USABLE CONDITION. TEMPORARY PROTECTED STORAGE \ \O�• ON-SITE MAY BE REQUIRED. / 10. ON-SITE BROKERAGE OF MATERIALS SALVAGED BY CONTRACTOR TO BE REMOVED IS NOT PERMITTED WITHOUT PRIOR OWNER APPROVAL. /// - ,�,\\�y / •. ��•5. \\ DRAWING SCALE 11. LOCATION AND ELEVATIONS OF IMPROVEMENTS TO BE MET (ORAVO IDE D) SHALL BE CONFIRMED BY THE CONTRACTOR THROUGH FIELD / / - , �� / •� Y \ tO 2O 4O EXPLORATIONS PRIOR TO CONSTRUCTION. CONTRACTOR SHALL REPoRT TO THE ENGINEER ANY DISCREPANCIES BETWEEN THEIR MEASUREMENTS AND THESE PLANS. CONTRACTOR SHALL ALSO MAKE EXPLORATION EXCAVATIONS AND LOCATE EXISTING UNDERGROUND UTILITIES SUFFICIENTLY/ \ AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING ` C f / , \' FACILITIES, CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AN ANY OTHER EXISTING ++ 'IQ ( IN FEET) LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. \ IT \ / \ �Crl 12. ALL TREES TO BE REMOVED SHALL BE CLEARED OUTSIDE THE MIGRATORY BIRD NESTING SEASON OR AFTER CONDUCTING A NESTING BIRD \ - + + / \(L _1 •` \\ SURVEY. 013. CONSULT WITH THE U.S. FISH AND WILDLIFE SERVICE REGARDING THE NORTHERN LONG-EARED BAT PRIOR TO CLEARING ANY TREES. \ Z- GENERAL PROJECT NOTES: �F \ !� v 1. BIDDER WILL VISIT THE SITE TO UNDERSTAND THE SCOPE OF WORK. NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ITEMS THAT COULD •)�' /F'✓ \ \ �� HAVE BEEN IDENTIFIED BY A SITE VISIT, STUDYING THE TOPOGRAPHIC SURVEY, THOROUGHLY REVIEWING ALL PLANS AND REPORTS, AND ADDITIONAL INFORMATION REQUESTED FOR CLARIFICATION PRIOR TO BIDDING. 2. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS PRIOR TO STARTING WORK. \ \ 3. EXISTING TOPOGRAPHIC AND BOUNDARY INFORMATION TAKEN FROM SURVEY BY HTPO DATED 2016. CONTACT ENGINEER IMMEDIATELY IF ANY g ✓ DISCREPANCIES ARE DISCOVERED. \ S p 4. THE LOCATIONS OF ALL EXISTING UTIUTIES SHOWN ON THIS PLAN HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAJLA13LE AND ARE \GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO THE START �g<L'Q,��. p OF ANY DEMOLITION ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE UTILITY CWPANIES FOR ONSITE LOCATIONS OF EXISTING UTILITIES. THE �Cn• J\di0o p�?�$ 3 i CONTRACTOR IS REWIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE co O E. 5. SEE GEOTECHNICAL REPORT COMPLETED BY NORTHERN TECHNOLOGIES DATED 10/10/2016 FOR SUBSURFACE INVESTIGATION INFORMATION AND LOCATION OF SOIL BORINGS. THE CONTRACTOR IS RESPONSIBLE TO OBTAIN A COPY OF THE REPORT DURING BIDDING. 6. PROVIDE AND MAINTAIN TRAFFIC CONTROL DEVICES WHERE NECESSARY. PLACEMENT OF THESE DEVICES SHALL BE APPROVED BY THE CITY AND 1 ENGINEER PRIOR TO PLACEMENT. + 7. CONTRACTOR SHALL MAINTAIN FULL ACCESS TO ADJACENT PROPERTIES DURING CONSTRUCTION AND TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES. \ \ \ 8. ALL CONSTRUCTION WORK SHALL BE COMPLETED WITHIN CITY APPROVED WORKING HOURS. \ � \ 9. INSTALL CONTROL FENCING AND BARRICADING AS NECESSARY TO PROTECT THE PUBLIC. 1 \ ( � ✓ 3 J`.;.1 10. SOIL SURFACES COMPACTED DURING CONSTRUCTION AND REMAINING PERVIOUS UPON COMPLETION OF CONSTRUCTION MUST BE DECOMPACTED THROUGH SOIL AMENDMENT AND/OR RIPPING TO A DEPTH OF 18 INCHES WHILE TAKING CARE TO AVOID UTILITIES, TREE ROOTS AND OTHER \ EXISTING VEGETATION PRIOR TO FINAL VEGETATION OR OTHER STABILIZATION. ` ,(1 GENERAL EROSION AND SEDIMENTATION CONTROL NOTES: 1. INSTALL TEMPORARY EROSION CONTROL DEVICES AT THE LOCATIONS SHOWN ON THE PLANS PRIOR TO BEGINNING LAND DISTURBING ACTIVITIES. 2. MAINTAIN ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES IN PLACE UNTIL THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED. \ ✓ INSPECT ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES ON A WEEKLY BASIS AND DURING RAINFALL EVENTS. REMOVE ACCUMULATED �a\\5 k / SEDIMENT DEPOSITS FROM EROSION AND SEDIMENT CONTROL DEVICES AND DOWNSTREAM DRAINAGE SYSTEMS AS NEEDED. DO NOT ALLOW b' / 1/ SEDIMENT TO ACCUMULATE TO A DEPTH OF MORE THAN ONE-THIRD OF THE CAPACITY OF THE DEVICE. REPLACE DETERIORATED OR DAMAGED / / EROSION CONTROL DEVICES WITHIN 24 HOURS. ✓ \ 1 �-Y1 / / / `/ 3. THE PERMITTEE MUST, AT A MINIMUM, INSPECT, MAINTAIN AND REPAIR ALL DISTURBED SURFACES AND ALL EROSION AND SEDIMENT CONTROL FACILITIES AND SOIL STABILIZATION MEASURES EVERY DAY WORK IS PERFORMED ON THE SITE AND AT LEAST WEEKLY UNTIL LAND -DISTURBING ACTIVITY HAS CEASED. THEREAFTER, THE PERMITTEE MUST PERFORM THESE RESPONSIBILITIES AT LEAST WEEKLY UNTIL VEGETATIVE COVER IS 6, ESTABLISHED. OWNERS CONTACT INFORMATION \ ( jl �\ Q \� 4. PROVIDE ADDITIONAL EROSION CONTROL, WHICH MAY NOT BE SHOWN ON THE DRAWINGS, CONSISTENT WITH THE MEANS, METHODS AND ✓ SEQUENCE OF CONSTRUCTION IN ACCORDANCE WITH PERMIT REQUIREMENTS AND AUTHORITIES HAVING JURISDICTION. BONGARDS CREAMERIES ( 1 / O \ / \ 5. REMOVE ALL SOILS AND SEDIMENTS TRACKED OR OTHERWISE DEPOSITED ONTO PAVEMENT AREAS. REMOVAL SHALL BE ON A DAILY BASIS CHRIS FREEMAN, CFO o) ✓A ✓('yr `pQ THROUGHOUT THE DURATION OF THE CONSTRUCTION. 18681 LAKE DRIVE EAST CHANHASSEN, MN 55317 Gp 'y \ / 6. STABILIZE ALL AREAS WHICH HAVE BEEN FINISH -GRADED, AND ALL DISTURBED AREAS IN WHICH GRADING OR CONSTRUCTION OPERATIONS ARE 952-466-3552\ ,\ NOT ACTIVELY UNDERWAY, AGAINST EROSION DUE TO RAIN, WIND AND RUNNING WATER WITHIN 7 DAYS. REPAIR ERODED MEAS IMMEDIATELY. chrisf®bongords.com \ \ / / -_ \ / � V 7. LOCALE SOIL OR DIRT STOCKPILES CONTAINING MORE THAN 10 CUBIC YARDS OF MATERIAL WITH A DOWNSLOPE DRAINAGE LENGTH OF NO LESS THAN 25 FEET FROM THE TOE OF THE PILE TO A ROADWAY OR DRAINAGE CHNJNEL. IF REMAINING FOR MORE THAN SEVEN DAYS, STABILIZE \ I y( v THE STOCKPILES BY MULCHING, VEGETATIVE COVER, TARPS, OR OTHER MEANS. CONTROL EROSION FROM ALL STOCKPILES BY PLACING SILT STATE LAW: 48 HOURS BEFORE EXCAVATING OR \ 1 \ FENCE BARRIERS AROUND THE PILES. DEMOLISHING BUILDINGS, CALL 811 FOR FIELD LOCATION \ OF UNDERGROUND UILTTY LINTS. THIS SERVICE LOCATES \ / / S. PERFORM ALL EROSION CONTROL PRACTICES AND SEQUENCE CONSTRUCTION IN ACCORDANCE WITH THE METHODS OUTLINED IN THE BEST UTILITY OWNED LINTS BUT NOT PRIVATE LINES. \ 2 - MANAGEMENT PRACTICES HANDBOOK: 'PROTECTING WATER QUALITY IN URBAN AREAS: PUBLISHED BY THE MINNESOTA POLLUTION CONTROL THE LOCATIONS OF UNDERGROUND UNITIES ARE SHOWN - AGENCY. IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN `\�_�/\�\ Knowwhat'sbBIOW. INDEPENDENTLY VERIFIED. THE EXACT LOCATION OF ALLLO \ LQ 9. REMOVE TEMPORARY EROSION CONTROL DEVICES AFTER THE ADJACENT FINAL SURFACES ARE PERMANENTLY ESTABLISHED. COORDINATE REMOVAL OU dig. UTILES (PUBLIC AND PRIVATE) MUST BE DETERMINED t/^\ / Q WITH PERMANENT RESTORATION OF ALL AREAS OCCUPIED BY TEMPORARY DEVICES. Call before Y 9 BEFORE COMMENCING WORK. \ G HL / 4 / 10. PHASED CONSTRUCTION SHALL BE USED TO THE EXTENT PRACTICAL OR AS INDICATED ON THE PLANS TO MINIMIZE EXPOSED SOILS. 11. EROSION CONTROL PLAN, RAINFALL, AND POST RAINFALL INSPECTION REPORTS TO BE KEPT IN THE ON-SITE JOB TRAILER. / 12. CONTRACTOR SHALL MAINTAIN ROCK ENTRANCE(S) DURING CONSTRUCTION 13. ALL STORM SEWER CATCH BASINS TO BE PROTECTED FROM SEDIMENT DEPOSITION WITH AN APPROVED INLET PROTECTION DEVICE. CONTRACTOR ' I SHALL CLEAN STORM SEWER SYSTEM OF SEDIMENT AND DEBRIS PRIOR TO COMPLETION. OiZOp v mQw r Y �>P wle�< aln puJ 1 �N K Z ! r�rtwK CQS � aOw2z S rLA�OO ZIU� m tLiQ3oa' R W< wgp�!_ m N c (7 w > UWi Wa:zrLU W wW w xa.0 DRAWN BY sEQ I. I. JOB NO. 1eD/oz SHEET C1 Z Qao Z J Q z a a � > O O x W Z� Z W U Z JZ�vw� Q 0 a o g N �U WZ za°a a (, QOM Z m W = U F -pm V/ W DRAWN BY sEQ I. I. JOB NO. 1eD/oz SHEET C1 i V°l �\ \ 9.0 \ 'AA ti�ta �a \ R5.0 83.9 1150 Q °. • � ire 26.0 \ / Qe` 40 `\ .0 a . 9 18A 18.0 0 O SVS R5.0 ^9.0 �� Lie £' •.S'..� t+• 5 < OC • •,2'• \ \ \ e \ BUILDING ADDITION 4 \ ` 3 7,050 SF q \\\ FFE - 942.80 S \ 1 • \ s \ ry� % Y 04 -eA ren \ \\ ❑6 V5\ �� 4.0 A Pdo oaa F 4 c \ l In \ \ a of 7 \\ a�V r7: ' aa4 G° 0 In, Ar \ O \ O \ • \ y±J 26.2 10 �4 y \ �NS \ R2.3 Ay \ \\ 18.7 11 �� \\ 2 \ - 10 P \ • i DRAWING SCALE 0 10 20 40 (IN FEET ) r i \ / / �_253STATE TAW: 48 HOURS BEFORE OR FIE D I OR \ /OF OLISHINGUNDERGR BUDDINGLI CNN 911 INR FRVIC LLOCATON ES OF UNDERGROUND UTILITY LINES. THIS SERVICE LOCATES �/ • UTILITY OWNED ONES BUT NOT PRIVATE ONES. / THE LOCATIONS OF UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN / Knowwhat's below. INDEPENDENTLY VERIFIED . THE EXACT LOGTIGN OF ALL UTLRES (PUBLIC AND PRIVATE) MUST BE DETERMINED Call before you dig. BEFORE COMMENCING WORK. O� Os SIGNAGE AND MARKING NOTES: I. ALL SIGNS SHALL BE IN ACCORDANCE WITH THE MN MUTCD. CURRENT VERSION. 2. SEE REGULATORY SIGN DETAIL FOR SIGN AND POST DETAILS AND SIGN DESIGNATION AND SIZE INFORMATION. 3. ACCESSIBLE PARKING SIGNS SHALL BE PER MINNESOTA MUTCD SIGN R7 -8M, VAN ACCESSIBLE PARKING SIGNS PER R7 -SBP WHERE INDICATED AS VAN'. SEE ACCESSIBLE SIGN AND POST DETAIL. 4. PROVIDE 4" WIDE SOLID WHITE STRIPING IN PARKING AREAS, UNLESS NOTED OTHERWISE. 5. PROVIDE PAVEMENT MARKINGS AND PAINT SYMBOLS AT ACCESSIBLE PARKING SPACES PER MN MUTCD, ADA AND LOCAL CODE. GENERAL GEOMETRIC AND PAVING NOTES: CIVIL SITE LEGEND: Z O /S ACCESSIBLE PARKING STALL J SIGN 12 PARKING STALL COUNT CONCRETE CURB AND GUTTER /// BITUMINOUS PAVEMENT CONCRErE WALK/PAVEMENT GRASS PAVE PARKING AREA 1. SITE DIMENSIONS SHOWN ON THIS PLAN SHALL BE USED FOR ALL LAYOUT WORK. CHECK ALL PIAN AND DETAIL DIMENSIONS. BUILDING AND PAVING SHALL BE LAID OUT ON SITE BY A REGISTERED LAND SURVEYOR. 2. REFER TO ARCHITECTURAL PLANS FOR BUILDING LAYOUT, EXACT LOCATION AND DIMENSIONS OF STOOPS/EXITS, RAMPS AND TRUCK DOCKS AND PRECISE BUILDING DIMENSIONS. 3. ALL PAVING DIMENSIONS ARE TO FLOW LINE OF CURB UNLESS NOTED OTHERWISE. THE FLOW UNE OF CURB IS ASSUMED TO BE 8 INCHES FROM THE BACK OF CURB. 4. MEET REQUIREMENTS OF LOCAL GOVERNING AUTHORITY FOR WORK WITHIN THE PUBLIC RIGHT OF WAY, INCLUDING TEMPORARY TRAFFIC CONTROL. A TRAFFIC CONTROL PLAN SHALL BE PROVIDED AND APPROVED BY THE CITY PRIOR TO BEGINNING WORK IN THE RIGHT OF WAY. 5. ALL SIDEWALKS SHALL HAVE POSITIVE SLOPE AWAY FROM THE BUILDING. THE MAXIMUM CROSS SLOPE SHALL BE 2.0% AND THE MAXIMUM LONGITUDINAL SLOPE SHALL BE 5.OX UNLESS OTHERWISE SHOWN ON THE DRAWINGS. 6. NO SLOPE IN ANY DIRECTION SHALL EXCEED 2X IN ACCESSIBLE PARKING AND LOADING AREAS. 7. MATCH NEW AND EXISTING PAVEMENT SURFACES, SIDEWALKS AND CURBS AT SAWCUT LINES, ALLOWING NO PONDING OF WATER AT JOINTS. PROVIDE SMOOTH GRADE TRANSITION ACROSS NEW AND EXISTING JOINTS. 8. ALLOW MINIMUM OF SEVEN DAYS CURE FOR CURB AND GUTTER PRIOR TO PAVING. 9. ALLOW MINIMUM OF 24 HOUR COOUNG PRIOR TO ALLOWING TRAFFIC ON BITUMINOUS PAVING. KEY NOTES �1 BITUMINOUS PAVEMENT (SEE DETAIL SITE -1) ❑2 CONCRETE SIDEWALK (SEE DETAIL SITE -6) 8612 CONCRETE CURB AND GUTTER (SEE DETAIL SITE -7) ® 4" WHITE PARKING STRIPE. TYPICAL O MATCH EXISTING CONCRETE CURB AND GUTTER © ACCESSIBLE PARKING STRIPING (SEE DETAIL SITE -46) �7 ACCESSIBLE PARKING SIGN (SEE DETAIL SITE -36) ® PROPOSED BUILDING. SEE ARCHITECTURAL FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULES, DOORS, RAMPS, TRUCK DOCKS, TRASH ENCLOSURE, AND PRECISE BUILDING DIMENSIONS. SEE ARCHITECTURAL AND STRUCTURAL FOR STOOPS AND FOOTINGS. CONCRETE SPLASH PAD (SEE DETAIL GRAD -22) 15" WIDE CONCRETE RIBBON CURB (SEE DETAIL SITE -8) 11 GRASS PAVE PARKING AREA (SEE DETAIL SITE -51) 12 2 FOOT LONG CURB TAPER FROM 6" HEIGHT TO FLUSH (SEE DETAIL SITE -it) �c 0m0�p 9INSo $�3W� F� $dWIg o �Fu�~ow z WZi 0 . S<� _y U Z Z O Q F J >x ¢ >o Uj W W Z Y �W IW 1� U Z� Q. W 0 0 U) U Q U = Z M ZQ > Z ED co _ O U U Do Do DRAWN BY SEG 1 T 1e.zole JOB NO, 100102 SHEET C2 "VA l 940 T Cb � • �(:7. �• 9.Sc 941 \C �. 41.40. 41.40 i' \ SO��O t Qe / 9N1 OJ'CrOa<,.C\O 41.55 �41.48 O \ 'aet 41.80 �9 94? f - _ 42.0 / N� d 42.30 \' 42.15 \ 42 \ 9y • \ ac 9 O \ 3g 51\ STATE LAW: 48 HOURS BEFORE EXCAVATING OR OEMWISHING BUILDINGS, CALL 811 FOR FELD LOCATION OF UNDERGROUND LMUTY LINES. THIS SERVICE LOCATES 6 UTILITY OWNED LINES BUT NOT PRIVATE LINES. THE LOCATIONS OF UNDERGROUND LM IIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEAN Knowwharsbelow. INDEPENOENT•Y VERIFIED. THE EXACT LOCATION OF ALL UTILITIES (PUBLIC AND PRIVATE) MUST BE DETERMINED CBII before you dig. BEFORE COMMENCING WORK, N B DRAWING SCALE \ 0 10 20 40 . \ (IN FEET) \gyp? \\ HP 6,12 \ Q \ Cn \ (tl \ r \ 9 41.0 0 r Y A \ �N Pd \ ,, N 40.70 39.90• \/) 40.60 �`.� - \ I\ .. \ \v 40.0 \ 40.10 40.10' \ __! \ / \ /y 39.60 39.90 \ '' 1 i 40.0 40,05 i 40,20" / 2 41.90 \ \ / 'Q "'yy G 0' i GV Ge e\ \ GENERAL GRADING AND DRAINAGE NOTES: 1. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE IN PLACE BEFORE BEGINNING SITE GRADING ACTIVITIES. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING QUANTITIES OF CUT, FILL AND WASTE MATERIAL TO BE HANDLED, AND FOR THE AMOUNT OF GRADING TO BE DONE. ALL COSTS ASSOCIATED WITH IMPORTING SUITABLE MATERIAL AND EXPORTING UNSUITABLE/EXCESS/WASTE MATERIAL SHALL BE INCLUDED IN THE BID PRICE. 3. CONTRACTOR SHALL STRIP,STOCKPILE AND RE -SPREAD EXISTING ONSITE TOPSOIL, IF MATERIAL IS APPROVED BY THE LANDSCAPE ARCHITECT AND/OR SPECIFICATIONS. PROVIDE A UNIFORM THICKNESS OF 6" MINIMUM IN ALL DISTURBED AREAS TO BE LANDSCAPED. 4. CONTRACTOR SHALL DISPOSE OF ANY EXCESS SOIL MATERIAL UNLESS OTHERWISE DIRECTED. 5. REFER TO LANDSCAPE PLAN FOR PERMANENT TURF RESTORATION AND PLANTING INFORMATION. 6. MAINTAIN TEMPORARY PROTECTION MEASURES DURING CONSTRUCTION ACTIVITIES. SEE SITE REMOVALS PLAN FOR ADDITIONAL INFORMATION. PROVIDE ADDITIONAL PROTECTION AS NECESSARY AS WORK PROGRESSES. 7. SEE CML SITE PLAN FOR SITE LAYOUT. B. PROPOSED CONTOURS AND SPOT ELEVATIONS ARE TO FINISHED SURFACE GRADE, 9. SPOT ELEVATIONS SHOWN ADJACENT TO CURB REFER TO GURER/FLOW UNE. SPOT ELEVATION SHOWN FOR TOP OF CURB ARE LABELED WITH TC (TOP OF CURB). SPOT LABELED ME REFERS TO MATCH EXISTING GRADE, EOF REFERS TO EMERGENCY OVERFLOW ELEVATION, TW REFERS TO TOP OF WALL AND BW REFERS TO BOTTOM OF WALL. 10. PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDINGS AT ALL TIMES. 11. NO GRADED SLOPES SHALL EXCEED 3:1 (HORIZONTAL TO VERTICAL) UNLESS OTHERWISE NOTED. 12. UNIFORMALLY GRADE AREAS WITHIN LIMITS OF GRADING AND PROVIDE A SMOOTH FINISHED SURFACE WITH UNIFORM SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN OR BETWEEN SUCH POINTS AND EXISTING GRADES. 13. LIMIT THE DISTURBED AREA AS MUCH AS POSSIBLE AND CONDUCT GRADING OPERATIONS IN A MANNER TO MINIMIZE THE POTENTIAL FOR EROSION. GRADING LEGEND: O® MANHOLE/CATCHBASIN -942 - MINOR CONTOUR ELEVATION -945- MAJOR CONTOUR ELEVATION - STORM SEWER iia W m O I11 TIP OUT GUTTER *SME MATCH EXISTING 0-42.35 SPOT ELEVATIONS 2.OX- SLOPE/GRADE OiZ00 O 'Np WN -1 1M P p z p <ayO�go Q� C Zpp >(j �=Z°Z W iz C, ww111� 2060 DRAWN BY BEG n.te.2nlc JOB NO. 180902 SHEET C3 Q Z O QaX (CL v iia W m O I11 6 W Z Y _Z 0 a 2 U Q aNw EL G g N a (1)o x °m o a W U m ��/� VJ DRAWN BY BEG n.te.2nlc JOB NO. 180902 SHEET C3 \ 9, doo�,o �5y DRAWING SCALE " 40 010 (IN FEET) /- ROCK INFILTRATION AND STORAGE BMP �j 6,125 SF MINIMUM AREA IE (10" PERFORATED DRAIN AT OUTLET) = 936.70 \O 7" ROCK BASE �. 4" ROCK COVER SEE DETAIL GRAD -SWM . Cn� \9� 10 194 LF -10" PERFORATED N DRAINTILE AT O.GO% % R 'PA z - O CONNECT TO EXISTING - e Q �>.O 936.70 MANHOLE WITH A SOIL TIGHT SEAL AT IE=933.0 / U / Y V 16 LF -10" CPEP AT 6.0% IX LU Q W Q. x< 0 :DCR -0 13 M Z /01- to MH 2 (48"I, R-1733) SEE DETAIL GRAD -16 �/. Ci --9a' 0d / 10" PERFOR(µtu DRAINTILE AT `0: % bb�Q \a�� \ 9y6 \Q \ TOP TOP OF WEIR FICE IN WEIR WALL WEIR WALL=936.70 '70 / p� Q\a 10" CROSS Q DRAIN BUILDING WALL.3 E=93637.70 (SE) IE -933.98 (NE) - ,2 C8 R -3067-V)" SEEE DETAIL GRR��, / ePLANS FOR INTERNAL DRAIN ROUTING. 1.35 RE 1.35 ea5 CONCRETE ELEV.-942.65 n \Y'010" TEE 10" TEE / ♦ \ E� '</ I 10" TEE \ 9, doo�,o �5y DRAWING SCALE " 40 010 (IN FEET) /- ROCK INFILTRATION AND STORAGE BMP �j 6,125 SF MINIMUM AREA IE (10" PERFORATED DRAIN AT OUTLET) = 936.70 \O 7" ROCK BASE �. 4" ROCK COVER SEE DETAIL GRAD -SWM . Cn� \9� 10 194 LF -10" PERFORATED N DRAINTILE AT O.GO% % R 'PA z ✓� �5q O /p. CB 1 (48"r, R -3067-V) \ e Q �>.O 936.70 \ / f7 Q W Z Y V 10" TEE IX LU Q W Q. x< 0 :DCR -0 / M Z /01- to a. ` ' m F°0� \8A0 / p� Q\a 10" CROSS Q DRAIN BUILDING WALL.3 R THROUGH �OOF REFER TO MECHANICAL PLUMBING ,2 / ePLANS FOR INTERNAL DRAIN ROUTING. ea5 CONCRETE ELEV.-942.65 n \Y'010" TEE 10" TEE / ♦ \ '</ pa\ B - \ O, ``\ BUILDING ADDITION p9k�6 7,050 SF FIFE = 942.80 q \ 9, doo�,o �5y DRAWING SCALE " 40 010 (IN FEET) /- ROCK INFILTRATION AND STORAGE BMP �j 6,125 SF MINIMUM AREA IE (10" PERFORATED DRAIN AT OUTLET) = 936.70 \O 7" ROCK BASE �. 4" ROCK COVER SEE DETAIL GRAD -SWM . Cn� \9� 10 194 LF -10" PERFORATED N DRAINTILE AT O.GO% % R 'PA l\ \ 0' 3'5 ea. \ tS \ toNSS.$�P< \ cn ` 4, \' ADJUST EXISTING STRUCTURE TO \ / ALIGN WITH NEW CURB AND GUTTER. o \ \ RE=939,60 \ \ \ IE = 937.50 (4'} -\ y IE = 934.6 (VERIFY) e /�. PVC AT 2.50% \ \ 4- CLEANOUT, \ IE CLE,25 80 LF -4' PERFORATED �\ PVC AT 2.37% / ' J01 \ \ GRASS PAVER CELL \ SEE DETAIL SITE -51 ✓ \ / fl 4 a \ \ CLEANOUT IE G \ IE= -940.15 %. i° O \ k\ e STATE LAW: 48 HOURS BEFORE EXCAVATING OR DEMOLISHING BUILDINGS, CALL 811 FOR FIELD LOCATION OF UNDERGROULINES UINES LINES. SERVICE LOCATES UTILITY OWNED LINES BUT NOTT P PRIVATE ONES. Y, THE LOCATIONSOF UNDERGROUND UTILBIES ARE SHOWN -- IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN - Know whars below. INDEPENDENTLY VERIFIED. THE EXACT LOCATION GF ALL UTILITIES (PUBLIC AND PRIVATE) MUST BE DETERMINED CHIT before W Y dig, BEFORE COMMENCING WORK. SITE UTILITY LEGEND: O®e MANHOLE/CATCHBASIN (SEE DETAILS) - » - STORM SEWER STORM WATER MANAGEMENT BMP (SEE DETAIL) GENERAL UTILITY NOTES: 1. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH UTILITY PROVIDERS FOR REMOVAL AND/OR RELOCATION OF EXISTING UTILIDES AFFECTED BY SITE IMPROVEMENTS, INCLUDING PORTIONS OF WORK WHICH MAY BE PERFORMED BY UTILITY COMPANYS FORCES. ALL PERMITS, APPLICATIONS, FEES AND CHARGES ARE THE RESPONSIBILITY OF THE CONTRACTOR. 2. UTILITY DISCONNECTIONS, REMOVALS AND/OR ABANDONMENT SHALL BE COORDINATED WITH THE PROJECT PHASING TO ENSURE NEEDED SERVICES ARE MAINTAINED TO ALL BUILDING FACILITIES. 3. REFER TO SITE DEMOLITION PLAN FOR LIMITS OF UTILITY PIPE REMOVALS. 4. PRIOR TO CONSTRUCTION OF PROPOSED BUILDING UTILITY SERVICES, VERIFY PIPE SIZES, LOCATIONS AND ELEVATIONS WITH MECHANICAL PLANS. COORDINATE CONSTRUCTION AND CONNECTIONS WITH MECHANICAL CONTRACTORS. 5. THE CONTRACTOR SHALL MEET THE REQUIREMENTS OF THE LOCAL GOVERNING AUTHORITIES FOR CONNECTION TO PUBLIC WATER, SANITARY SEWER AND STORM SEWER UTILITIES AND WORK WITHIN THE PUBLIC RIGHT OF WAY, INCLUDING PROVIDING AN APPROVED TRAFFIC CONTROL PLAN AS NECESSARY. 6. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS FOR UTILITY CONNECTIONS AND UTILITIES SHALL BE INSPECTED AND APPROVED BY THE CITY. THE CITY SHALL BE NOTIFIED 48 -HOURS PRIOR TO COMMENCING WITH THE UTILITY CONSTRUCTION OR ANY REQUIRED TESTING. CONTRACTOR SHALL NOT OPERATE, INTERFERE WITH, CONNECT ANY PIPE OR HOSE TO, OR TAP ANY WATER MAIN BELONGING TO THE CITY UNLESS DULY AUTHORIZED TO DO SO BY THE CITY. ANY ADVERSE CONSEQUENCES OF SCHEDULED OR UNSCHEDULED DISRUPTIONS OF SERVICE TO THE PUBLIC ARE TO BE THE RESPONSIBILITY OF THE CONTRACTOR. 7. WATERMAIN SHALL BE INSTALLED AT LEAST 10 FEET HORIZONTALLY FROM ANY MANHOLE, CATCHBASIN, STORM SEWER, SANITARY SEWER, DRAINTILE OR OTHER POTENTIAL SOURCE OF CONTAMINATION. THIS ISOLATION DISTANCE SHALL BE MEASURED FROM THE OUTER EDGE OF THE PIPE TO THE OUTER EDGE OF THE CONTAMINATION SOURCE. 8. SHOULD WATER SERVICE CONFLICT WITH OTHER UTILITIES, DEFLECT WATER SERVICE DOWN TO PROVIDE A MINIMUMVERTICAL CLEARANCE OF 18 INCHES BETWEEN BOTTOM OF UTILITY PIPE AND TOP OF WATERMAIN. CENTER SECTION OF WATERMIAN PIPE AT CROSSING TO PROVIDE MAXIMUM DISTANCE OF JOINTS FROM SEWER CROSSING. FOLLOW TEN STATE STANDARDS, CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM) ANDMINNESOTA DEPARTMENT OF HEALTH STANDARDS FOR UTILITY CROSSINGS. REFER TO DETAIL UTIL-10 FOR DETAILS. 9. CONTRACTOR TO ADJUST ALL EXISTING AND PROPOSED GATE VALVES AND MANHOLES TO BE FLUSH WITH FINAL GRADE. 10. THE CONTRACTOR SHALL GLEAN ALL SURFACE FLOW CHANNELS, PIPES AND STRUCTURES AFTER FINAL SURFACES ARE ESTABLISHED AND PRIOR TO PROJECT CLOSEOUT. 11. STORM SEWER PIPE SHALL BE REINFORCED CONCRETE PIPE (CLASS 5 FOR PIPE DIAMETERS 18" AND SMALLER, CLASS 3 FOR PIPE DIAMETERS 21" AND LARGER UNLESS OTHERWISE NOTED) WITH R-4 GASKETS, OR HDPE STORM SEWER PIPE IF ALLOWED BY THE CITY. HDPE STORM PIPE SHALL MEET REQUIREMENTS OF AASHTO M294, TYPE S WITH WATERTIGHT CONNECTIONS AND BE INSTALLED IN ACCORDANCE WITH THE PIPE MANUFACTURER'S INSTALLATION GUIDELINES. ROOF BRAIN LEADERS SHALL BE PVC. SCHEDULE 40. 12. ALL SEWER CONSTRUCTION TO COMPLY WITH CITY ENGINEERING DESIGN STANDARDS, 13. REFER TO ARCHITECTURAL AND MECHANICAL PLANS FOR ROOF DRAINS, FOUNDATION PERIMETER DRAINTILE AND FITTINGS/CONNECTIONS. OiOoo m N ON, SaUjp� F¢ U Z m �i3oa' o � W02<MWT< m z~ TULUC'0 W b W IAIz WI=- Z itU�[ZZ1J =NO¢U Z z ✓� �5q O /p. CB 1 (48"r, R -3067-V) \ SEE DETAIL GRAD -15 RE=939.90 Q �>.O 936.70 \ SUMP=933.70 L. SUMP=93 l\ \ 0' 3'5 ea. \ tS \ toNSS.$�P< \ cn ` 4, \' ADJUST EXISTING STRUCTURE TO \ / ALIGN WITH NEW CURB AND GUTTER. o \ \ RE=939,60 \ \ \ IE = 937.50 (4'} -\ y IE = 934.6 (VERIFY) e /�. PVC AT 2.50% \ \ 4- CLEANOUT, \ IE CLE,25 80 LF -4' PERFORATED �\ PVC AT 2.37% / ' J01 \ \ GRASS PAVER CELL \ SEE DETAIL SITE -51 ✓ \ / fl 4 a \ \ CLEANOUT IE G \ IE= -940.15 %. i° O \ k\ e STATE LAW: 48 HOURS BEFORE EXCAVATING OR DEMOLISHING BUILDINGS, CALL 811 FOR FIELD LOCATION OF UNDERGROULINES UINES LINES. SERVICE LOCATES UTILITY OWNED LINES BUT NOTT P PRIVATE ONES. Y, THE LOCATIONSOF UNDERGROUND UTILBIES ARE SHOWN -- IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN - Know whars below. INDEPENDENTLY VERIFIED. THE EXACT LOCATION GF ALL UTILITIES (PUBLIC AND PRIVATE) MUST BE DETERMINED CHIT before W Y dig, BEFORE COMMENCING WORK. SITE UTILITY LEGEND: O®e MANHOLE/CATCHBASIN (SEE DETAILS) - » - STORM SEWER STORM WATER MANAGEMENT BMP (SEE DETAIL) GENERAL UTILITY NOTES: 1. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH UTILITY PROVIDERS FOR REMOVAL AND/OR RELOCATION OF EXISTING UTILIDES AFFECTED BY SITE IMPROVEMENTS, INCLUDING PORTIONS OF WORK WHICH MAY BE PERFORMED BY UTILITY COMPANYS FORCES. ALL PERMITS, APPLICATIONS, FEES AND CHARGES ARE THE RESPONSIBILITY OF THE CONTRACTOR. 2. UTILITY DISCONNECTIONS, REMOVALS AND/OR ABANDONMENT SHALL BE COORDINATED WITH THE PROJECT PHASING TO ENSURE NEEDED SERVICES ARE MAINTAINED TO ALL BUILDING FACILITIES. 3. REFER TO SITE DEMOLITION PLAN FOR LIMITS OF UTILITY PIPE REMOVALS. 4. PRIOR TO CONSTRUCTION OF PROPOSED BUILDING UTILITY SERVICES, VERIFY PIPE SIZES, LOCATIONS AND ELEVATIONS WITH MECHANICAL PLANS. COORDINATE CONSTRUCTION AND CONNECTIONS WITH MECHANICAL CONTRACTORS. 5. THE CONTRACTOR SHALL MEET THE REQUIREMENTS OF THE LOCAL GOVERNING AUTHORITIES FOR CONNECTION TO PUBLIC WATER, SANITARY SEWER AND STORM SEWER UTILITIES AND WORK WITHIN THE PUBLIC RIGHT OF WAY, INCLUDING PROVIDING AN APPROVED TRAFFIC CONTROL PLAN AS NECESSARY. 6. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS FOR UTILITY CONNECTIONS AND UTILITIES SHALL BE INSPECTED AND APPROVED BY THE CITY. THE CITY SHALL BE NOTIFIED 48 -HOURS PRIOR TO COMMENCING WITH THE UTILITY CONSTRUCTION OR ANY REQUIRED TESTING. CONTRACTOR SHALL NOT OPERATE, INTERFERE WITH, CONNECT ANY PIPE OR HOSE TO, OR TAP ANY WATER MAIN BELONGING TO THE CITY UNLESS DULY AUTHORIZED TO DO SO BY THE CITY. ANY ADVERSE CONSEQUENCES OF SCHEDULED OR UNSCHEDULED DISRUPTIONS OF SERVICE TO THE PUBLIC ARE TO BE THE RESPONSIBILITY OF THE CONTRACTOR. 7. WATERMAIN SHALL BE INSTALLED AT LEAST 10 FEET HORIZONTALLY FROM ANY MANHOLE, CATCHBASIN, STORM SEWER, SANITARY SEWER, DRAINTILE OR OTHER POTENTIAL SOURCE OF CONTAMINATION. THIS ISOLATION DISTANCE SHALL BE MEASURED FROM THE OUTER EDGE OF THE PIPE TO THE OUTER EDGE OF THE CONTAMINATION SOURCE. 8. SHOULD WATER SERVICE CONFLICT WITH OTHER UTILITIES, DEFLECT WATER SERVICE DOWN TO PROVIDE A MINIMUMVERTICAL CLEARANCE OF 18 INCHES BETWEEN BOTTOM OF UTILITY PIPE AND TOP OF WATERMAIN. CENTER SECTION OF WATERMIAN PIPE AT CROSSING TO PROVIDE MAXIMUM DISTANCE OF JOINTS FROM SEWER CROSSING. FOLLOW TEN STATE STANDARDS, CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM) ANDMINNESOTA DEPARTMENT OF HEALTH STANDARDS FOR UTILITY CROSSINGS. REFER TO DETAIL UTIL-10 FOR DETAILS. 9. CONTRACTOR TO ADJUST ALL EXISTING AND PROPOSED GATE VALVES AND MANHOLES TO BE FLUSH WITH FINAL GRADE. 10. THE CONTRACTOR SHALL GLEAN ALL SURFACE FLOW CHANNELS, PIPES AND STRUCTURES AFTER FINAL SURFACES ARE ESTABLISHED AND PRIOR TO PROJECT CLOSEOUT. 11. STORM SEWER PIPE SHALL BE REINFORCED CONCRETE PIPE (CLASS 5 FOR PIPE DIAMETERS 18" AND SMALLER, CLASS 3 FOR PIPE DIAMETERS 21" AND LARGER UNLESS OTHERWISE NOTED) WITH R-4 GASKETS, OR HDPE STORM SEWER PIPE IF ALLOWED BY THE CITY. HDPE STORM PIPE SHALL MEET REQUIREMENTS OF AASHTO M294, TYPE S WITH WATERTIGHT CONNECTIONS AND BE INSTALLED IN ACCORDANCE WITH THE PIPE MANUFACTURER'S INSTALLATION GUIDELINES. ROOF BRAIN LEADERS SHALL BE PVC. SCHEDULE 40. 12. ALL SEWER CONSTRUCTION TO COMPLY WITH CITY ENGINEERING DESIGN STANDARDS, 13. REFER TO ARCHITECTURAL AND MECHANICAL PLANS FOR ROOF DRAINS, FOUNDATION PERIMETER DRAINTILE AND FITTINGS/CONNECTIONS. OiOoo m N ON, SaUjp� F¢ U Z m �i3oa' o � W02<MWT< m z~ TULUC'0 W b W IAIz WI=- Z itU�[ZZ1J =NO¢U Z z O F Q �>.O LUL), f7 Q W Z Y V IX LU Q W Q. x< 0 :DCR z Q US Z M Z W z moo= VJi m DRAWN BY SED 11.18.2018 JOB NO. 160902 SHEET C4 S-0' 0'-0' MA% - DRIP -LINE (VARIES) FENCE LOCATION (UNITS OF CRITICAL ROOT ZONE) RADIUS - 1 FOOT PER INCH OF TRUCK DIAMETER ORANGE CONSTRUCTION r 6TRA1, �E _ 2- S SHARPENED WOW 7 - 0 6' POST MAX. SPACING 8' ET CRY REQUIREMENTS MEET FABRIC SECURELY Aua w r1rleN FASTENED TO POST BACKFILL OVER THE TOP OD FABRIC Q COMPACT THE SOIL 6' APPROVED GEOTEXFABRIC UTIL-101 WATER PIPE/STORM SEWER CROSSING (36- (J6' WIDTH) 24' MIN. CENTER PAD ON TAY FABRIC IN TRENCH 30' WN LENGTH a qSN f �l. IIRWMM� 3raRt / nP ORANGE CONSTRUCTION NIH �- ME CA UG6 LOWRED WATER PPE GRADE FENCE 6 tlQ1El 1. Sr01Y DIMER RPE SHAW. HALE -11MMMT -15 FOR 16 EACH WAY FROM CENTER- O WATER PIPE 2'-6' Iiii! BACKFILL OVER THE TOP OD FABRIC Q COMPACT THE SOIL 6' POINTS B' ON CENTER UTIL-101 WATER PIPE/STORM SEWER CROSSING OR MACHINE SUCE B'-12' 24' MIN. CENTER PAD ON 5'-0" DEEP (PLUS 6' FLAP) DEPTH iSEE NOTES;. I. POST SPACING SHALL NOT EXCEED 6 FEET -III- = III- PER MNWT 3149.28 2. GEOTEXTILE FABRIC SHALL BE "MIRAFI' TYPE OR APPROVED EQUAL MOf rAR OUTSIDE OF RINGS 3. TRENCH SHALL BE A MIN. OF B INCHES DEEP BY 6 INCHES WIDE o 4, MACHINE SUCED METHOD IS ACCEPTABLE _SLAB. EROS -21 SILT FENCE CRITICAL ROOT ZONE NOT TO SCALE VARIES 11-H6' CURB RAMP OR FLUSH RIBBON �- DRIP -UNE CURB WITH WARNING PANELS (SEE PLAN AND DETAILS) TREE PROTECTION FENCE DEMO -1 I TREE PROTECTION NOT TO SCALE ACCESS B, WN. PARKING CENTERSTA CENTERN 2" NEAR COURSE TYPE SPWEA3400 PER MNDOT 2360 QI ACCESS AISLE SHALL EXTEND THE FULL LENGTH Of THE PARKING SPACE IT SERVES 2" NON -WEAR COURSE TYPE IPNM1301 PER MNDOT 2380 SITE -461 ACCESSIBLE PARKING PAVEMENT MARKINGS TACK COAT PER MNDOT 2357 NOT TO SCALE 8" CLASS 5 AGGREGATE BASE PERM NDOT 3138, COMPACTED TO AT LEAST 1009 STANDARD PROCTOR DENSITY COMPACTED SUBGRADE- PROOF ROLL PER SPECIFICATIONS SCARIFY AND RECOMPACT UPPER 12" OF SUBGRADE TO AT LEAST 1005 STANDARD PROCTOR DENSITY AS NECESSARY TO ACHIEVE COMPACTION. AS INDICATED IN THE GEOTECH REPORT OR AS DIRECTED BY THE ON-SITE TESTING FIRM SITE -1 I BITUMINOUS PAVEMENT NOT TO SCALE FlI6HED CRADf � AAAA__ _ ER61NG SIGN SEIEA RPE CCaIPACIFD BEIMECPI LACE 2' MMIC( SGL EN -w6ULAn0N POISIYPFNE IKSNAIXW M2' AID PIPE PFA 1IHDOi Si60. CENIEWfO QH 670X11 RPE 4' LOAD RCP wAIE�MN BUILDING NIH �- ME CA UG6 LOWRED WATER PPE FINISH D GRAD PLAN VIEW CATCH BASIN CRATE 3 FRAME WHIM MACHINED tlQ1El 1. Sr01Y DIMER RPE SHAW. HALE -11MMMT -15 FOR 16 EACH WAY FROM CENTER- O WATER PIPE 2'-6' Iiii! BEAANG SURFACES AND TWO CONCEALED PICK POINTS B' ON CENTER UTIL-101 WATER PIPE/STORM SEWER CROSSING HOLE i- CONCRETE BASE (3.000 PSI) CENTER PAD ON NOT TO SOME m m a,ws wWa .. 100 Arn v znT "I T'.WYE GAGE' WTN SRAr 9ME5 t. ACIw wall OT[NIIV4D • "R IElD. i Woman vel [n wu eE nsrWNa W1•N a „`ainix[ ' �L � sxx (RP•) BQff�` 1. DE SHALL. BE SIZED TD FIT CATCH BASIN OPEMNG AND SHN1 BE FASTENED ACCORDING SIAPIE DUAL TO MANUFACTUIERS INSTRUCTIONS 2 THE SEAMS SHALL HAYS A CERTIFED AVERAGE MDE MOTH STRENGTH PER ASTM D-4664 AS FGLCWS REGULAR FLOW - 166 URS/INCH. HIGH FLOW - 114.6 LEIS/INCH. EROS -6 I CONCRETE WASHOUT 3. PROMDE GUTTER GATOR AT CATOHSASNS WN CURB BORES. NOT To SCALE STEEL PLATE AT TOP, 3/8EROS-5 I SILT SACK INLET PROTECTION " SLOPE DONTI, WELD ALL SIDES IIOi TD SCALE INTERNATIONAL SYMBOL OF SIGN SHALL BE CENTERED AT THE 12' WN �I' ACCESSIBILITY PER ICC/ANSI MANHOLE STEPS, NEENAH NEE NAi CASTING. HEAD OF THE PARKING SPACE AN I A117.1, SECTOR 703.6.3.1 R -1981-J OR EQUAL SEE PLANS PLACED A MAXIMUM 6 FEET FROM 2" It METAL SIGN WITH LETTERING PER THE HEAD OF THE PARKING SPACE 2' ADJUSTING RAGS ICC/ANSI ANDA SECTION 701. OCHRE LEGEND AND BOLDER ON (2 MIN., 4 ABET WITH FULL BED BLUE BACKGROUND. FULLY 5' CF MORTAR BETWEEN RINGS, PARKING REFIECTOR12E0 CASTING AND ON OUTSIDE OF RINGS. " - HpM4m AM[10 �,P 1 NNWA910UT S:. DE SGx TAA (OI EOUYA{Exl) N%IBLEr�y YUCK! THREAD E9ASRI GRATE :UT -WT NEN CATCHEASIN GRAD -151 STORM SEWER TOP SLAB BASIN NDE TO SCALE 18" MIN. VEIaCIE N ATTACH 8' X 12' VAN ACCESSIBLE 27 FINISHED GRADE q•_p• PRECAST CONCRETE SECTION REQUIRED SIGN TO POST IF APPUCABLE. SEE -`FT PER ASTM C478 ECCENTRIC CONE alta W rWe PLAN FOR LOCATIONS 18' O.C. PREFORMED GASKET TYPE SEAL TS 4" X 4' X .375 STEEL TUBE. FILL WITH CONCRETE AND PANT C-0' YAN TYP,I - \ ACCESSIBLE WHERE CONCRETE INCURS AT BASE 1•_q- 60' - 66' � USE 1-1/2' EXPANSION MATERIA AND URETHANE CAULK CONNECTI FLEXIBLE, WATEGROUTED HEIGHT CONNECTION UNLESS GROUTED (VARIES) 10:1 SLOPE CONNECTION 5 APPROVED I PIANS FOR CASTING TYPE FINISH D GRAD PLAN VIEW CATCH BASIN CRATE 3 FRAME WHIM MACHINED 4' LONG STUDS WELD AT QUARTER 2'-6' Iiii! BEAANG SURFACES AND TWO CONCEALED PICK POINTS B' ON CENTER TYPE HOLE i- CONCRETE BASE (3.000 PSI) 4' 2- ADJUSTING RINGS (2 WN.. 4 MVI.) OR SELECTGRANILLARSSAND iSEE FULL BED OF MORTAR BETWEEN RINGS AND -III- = III- PER MNWT 3149.28 -��-`- MOf rAR OUTSIDE OF RINGS S• SOL CORRECTION. o PRECAST REINFORCED CONCRETE MANHOLE _SLAB. 6" CLASS 5 AGGREGATE BASE THICKNESS: 8" FOR 42-48' OTA., B" FOR VARIES 11-H6' GRAD -SWM 54-102' DIA LE SECTION TO LEAST SITY STANDARD PRECAST CONCRETE CATCH BASIN NOT TO SCALE GRAD -22 I SPLASH PAD OR MANHOLE PER ASTM C478 NOT TO SCALE ALL BUTTED JOINTS BETWEEN SECTIONS SMALL HAVE 10- RING RUBBER GASKETS VARIES S• MANHOLE STEPS, NEENAH R -1981-J O 16' O.C. ON DOWNSTREAM SIDE SEE PIN SEE PIAN FOR PIPE SIZE AND INVERT �tlI' GROUT AND SLOPE 2" PER FT. 6' POURED OR PRECAST CONCRETE BASE IVARIES �. WN. SLAB THICKNESS 6' FOR UP TO 14' OEPTK INCREASE THICKNESS 1- FOR EVERY 4' •I SEE PlN1 OF DEPTH GREATF1t THAN 14' AND REINFORCE WITH 61!6, 10/10 MESH. GRAD -151 STORM SEWER TOP SLAB BASIN NDE TO SCALE 18" MIN. VEIaCIE N ATTACH 8' X 12' VAN ACCESSIBLE 27 FINISHED GRADE q•_p• PRECAST CONCRETE SECTION REQUIRED SIGN TO POST IF APPUCABLE. SEE -`FT PER ASTM C478 ECCENTRIC CONE alta W rWe PLAN FOR LOCATIONS 18' O.C. PREFORMED GASKET TYPE SEAL TS 4" X 4' X .375 STEEL TUBE. FILL WITH CONCRETE AND PANT C-0' YAN TYP,I - \ ACCESSIBLE WHERE CONCRETE INCURS AT BASE 1•_q- 60' - 66' � USE 1-1/2' EXPANSION MATERIA AND URETHANE CAULK CONNECTI FLEXIBLE, WATEGROUTED HEIGHT CONNECTION UNLESS GROUTED (VARIES) 10:1 SLOPE CONNECTION 5 APPROVED I NOTE: REINFORCING SHALL BE A By WNIMUM OF A SINGLE UNE ORE FABRIC HAWING AN AREA OF NOT LESS THAN 0.12 SO. INCH PER NOTES: 1. ACCESSIBLE PARKING SIGN SHALL CONFORM WITH ALL CURRENT STATE AND LOCAL CODES AND REGULATIONS SITE -36 I ACCESSIBLE SIGN AND STEEL POST NOT TO SCALE VIRE TO FLOW LIKE DF A'I'L PUN DWENSIONS BACK/CB CWB SLOPE 3/4' PER LOOT 8' FULL HEIGHURT TO FINISHED GRACE 3' R &.CI OF CURB FACE/CURB _ SEE NOTE 1. GUTTER/ LOW t/2' R FULL HEIGHT t/2' R PAVEMENT' AHD BASE. SEE PAVING DETNLS 7' CONCRETE 1J -1/Y M � x a• ' ul1N 1:1 SLOPE 4'_O• - PAVEMENT OR NRF SURFACEACE COVER SOIL SUBGRADE THAT IS FREE 20' DEPTH MINIMUM I ( -1 OF OR ICS OR SELECT COARSE FILTER AGGREGATE I -I I I -III -I I GRANULAR SAND PER MNDOT PER MNDOT 3149.2H; 3149.28 SOIL CORRECTION. DEPTH VAPoES. SEE PLAN CONCRETE RIBBON CURB - FINISHED GRADE. SLOPE PER GRADING PLAN FINISH D GRAD PLAN VIEW I LI 4' LONG STUDS WELD AT QUARTER 2'-6' Iiii! I f I �-, POINTS B' ON CENTER TYPE 1 CEIC. i- CONCRETE BASE (3.000 PSI) NOTE: REINFORCING SHALL BE A By WNIMUM OF A SINGLE UNE ORE FABRIC HAWING AN AREA OF NOT LESS THAN 0.12 SO. INCH PER NOTES: 1. ACCESSIBLE PARKING SIGN SHALL CONFORM WITH ALL CURRENT STATE AND LOCAL CODES AND REGULATIONS SITE -36 I ACCESSIBLE SIGN AND STEEL POST NOT TO SCALE VIRE TO FLOW LIKE DF A'I'L PUN DWENSIONS BACK/CB CWB SLOPE 3/4' PER LOOT 8' FULL HEIGHURT TO FINISHED GRACE 3' R &.CI OF CURB FACE/CURB _ SEE NOTE 1. GUTTER/ LOW t/2' R FULL HEIGHT t/2' R PAVEMENT' AHD BASE. SEE PAVING DETNLS 7' CONCRETE 1J -1/Y M � x a• ' ul1N 1:1 SLOPE 4'_O• - PAVEMENT OR NRF SURFACEACE COVER SOIL SUBGRADE THAT IS FREE 20' DEPTH MINIMUM I ( -1 OF OR ICS OR SELECT COARSE FILTER AGGREGATE I -I I I -III -I I GRANULAR SAND PER MNDOT PER MNDOT 3149.2H; 3149.28 SOIL CORRECTION. DEPTH VAPoES. SEE PLAN 1:1 SLOPE -� DEPiN O AGGREGATE BASE TO MATCH OEP111 CIT ADIACEHi PAVEMENT. COMPACT To 1009 STANDARD PROCTOR DENSITY CURB TYPE X Y 8612 12" 20- 8618 18" 26' 8624 24" 32" L DIRECTION OF TRANSVERSE GUTTER SLOPE TO MATCH DIRECTION OF ADJACENT PAVEMENT SLOPE 2. PROMO TOOLED OR SAWN CONTRACTION JOINTS AT 10' SPACING, EXPANSION JOINTS AT 60' MAXIMUM SPAONG 3. CONSTRUCT CURD AND GUTTER PER MNDOT 2531 SITE -7 I B6 STYLE CURB AND GUTTER NOT TO SOME 4" OF PORTLAND CEMENT CONCRETE (P.C.C) 4•CLASS 5 AGGREGATE (1009 CRUSHED) BASE PER MNDOT 3138, COMPACTED TO AT LEAST 1001E STANDARD PROCTOR DENSITY NOTES: COMPACTED SUBGRADE PER 1. SIDEWALKS TO HAVE 29 MAXIMUM CROSS SPECIFICATIONS SLOPE UNLESS INDICATED OTHERWISE SITE -61 CONCRETE SIDEWALK NOT TD SCALE OF HU's'F OCONCRETE WEIR WALL W 10"f PRECAST CONCRETE BASE NnTFe. 1. REINFORCING SHALL BE A MINIMUM OF A SINGLE LINE WIRE FABRIC HAVING AN AREA OF NOT LESS THAN 0.12 SO. INCH PER FOOT OF HEIGHT. 2. FOR MANHOLES 8' DEEP OR GREATER, THE SECTION IMMEDIATELY BELOW THE CONE SHALL BE 1'-4' (18). 3. PROVIDE STEPS AS INDICATED ON MANHOLES 4.5' DEEP AND GREATER. GRAD -16 I STORM SEWER ECCENTRIC CONE BASIN CONCRETE RIBBON CURB - FINISHED GRADE. SLOPE PER GRADING PLAN TYPE I GEOTEXTILE FABRIC, PER "GOT 3733 PLAN VIEW III _ BEGIN 4" CONCRETE PAD q•_p• WITH INTEGRAL CURB II I' 10' PERFORATED DRAIN PIPE, SLOPE PER PLAN TYPE 1 CEIC. SAFABRIL SLI RACE THAT IS 4' ER MNDOT 3733 OR SELECTGRANILLARSSAND .1 WN. I I (-I (I -III- = III- PER MNWT 3149.28 -��-`- Z CTO = S• SOL CORRECTION. o m 6" CLASS 5 AGGREGATE BASE PERT 3136, COMPACTED GRAD -SWM I STORM WATER MANAGEMENT LE SECTION TO LEAST SITY STANDARD CT PROCTOR DENSITY NOT TO SCALE GRAD -22 I SPLASH PAD NOT TO SCALE 1:1 SLOPE -� DEPiN O AGGREGATE BASE TO MATCH OEP111 CIT ADIACEHi PAVEMENT. COMPACT To 1009 STANDARD PROCTOR DENSITY CURB TYPE X Y 8612 12" 20- 8618 18" 26' 8624 24" 32" L DIRECTION OF TRANSVERSE GUTTER SLOPE TO MATCH DIRECTION OF ADJACENT PAVEMENT SLOPE 2. PROMO TOOLED OR SAWN CONTRACTION JOINTS AT 10' SPACING, EXPANSION JOINTS AT 60' MAXIMUM SPAONG 3. CONSTRUCT CURD AND GUTTER PER MNDOT 2531 SITE -7 I B6 STYLE CURB AND GUTTER NOT TO SOME 4" OF PORTLAND CEMENT CONCRETE (P.C.C) 4•CLASS 5 AGGREGATE (1009 CRUSHED) BASE PER MNDOT 3138, COMPACTED TO AT LEAST 1001E STANDARD PROCTOR DENSITY NOTES: COMPACTED SUBGRADE PER 1. SIDEWALKS TO HAVE 29 MAXIMUM CROSS SPECIFICATIONS SLOPE UNLESS INDICATED OTHERWISE SITE -61 CONCRETE SIDEWALK NOT TD SCALE OF HU's'F OCONCRETE WEIR WALL W 10"f PRECAST CONCRETE BASE NnTFe. 1. REINFORCING SHALL BE A MINIMUM OF A SINGLE LINE WIRE FABRIC HAVING AN AREA OF NOT LESS THAN 0.12 SO. INCH PER FOOT OF HEIGHT. 2. FOR MANHOLES 8' DEEP OR GREATER, THE SECTION IMMEDIATELY BELOW THE CONE SHALL BE 1'-4' (18). 3. PROVIDE STEPS AS INDICATED ON MANHOLES 4.5' DEEP AND GREATER. GRAD -16 I STORM SEWER ECCENTRIC CONE BASIN CONCRETE CURB PLAN NEW AND GUTTER CURB FULL HEIGHTBEGIN CURB TAPER END CURB TAPER �F- ACCEPTABLE IO SITE SOL 12' MAX. UFT (PRIOR TO COIPACTION) --7777777 SLOPE PER O.S.H.A STANDARDS HAND PLACED AND TAMPED GRANULAR BACKFILL PER SPEGFICATIONS, SEE NOTE 3 FOR PERFORATED SITUATIONS. \� GRANULAR BEDDNG PER SPECIFICATIONS YA IF ES _I UNDISNR8E0 SOL MIN. TRENCH "DTH PER MANUFACTURER NMIES. 1. BACKFILL SHALL BE COMPACTED TO AT LEAST 901E STANDARD PROCTOR DENSITY IN LANDSCAPED AREAS; t00X N TOP 3' OF SUBGRADE IN PAVED AREAS OR WITHIN 5 FEET OF STRUCTURE; 95X BELOW THE TOP 3' OF SUBGRADE 2. GRANULAR SEEKING DEPTH SHALL BE M. 4' FOR PIPE SIZES 4-24'; 8' FOR PIPE SIZES 30' AND GREATER. 3. FOR ALL PERFORATED PIPE, 'WRAP 2'-3" WASHED GRANULAR BACKFILL 'ATH A TYPE 5 NON -WOVEN GEOTE%TLE FABRIC PER MN/DOT 3373. GRAD -26 I RCP, PVC, & CPEP PIPE BEDDING NOT TO SCALE CONCRETE RIBBON CURB - FINISHED GRADE. SLOPE PER GRADING PLAN //�/ - S NOT TO SCALE J BEGIN CURB TAPER LENGTH (SEE PLANS) CURB TAPER J SEE PAVING DETAILS.CONCRETE SETTER BECTON OR O 0Z 6 PAVEMENT SUTTON WHICH SERB TAPER HAS MATCHED INTO END CURB TAPER C • 9' CONCRETE CURB PLAN NEW AND GUTTER CURB FULL HEIGHTBEGIN CURB TAPER END CURB TAPER �F- ACCEPTABLE IO SITE SOL 12' MAX. UFT (PRIOR TO COIPACTION) --7777777 SLOPE PER O.S.H.A STANDARDS HAND PLACED AND TAMPED GRANULAR BACKFILL PER SPEGFICATIONS, SEE NOTE 3 FOR PERFORATED SITUATIONS. \� GRANULAR BEDDNG PER SPECIFICATIONS YA IF ES _I UNDISNR8E0 SOL MIN. TRENCH "DTH PER MANUFACTURER NMIES. 1. BACKFILL SHALL BE COMPACTED TO AT LEAST 901E STANDARD PROCTOR DENSITY IN LANDSCAPED AREAS; t00X N TOP 3' OF SUBGRADE IN PAVED AREAS OR WITHIN 5 FEET OF STRUCTURE; 95X BELOW THE TOP 3' OF SUBGRADE 2. GRANULAR SEEKING DEPTH SHALL BE M. 4' FOR PIPE SIZES 4-24'; 8' FOR PIPE SIZES 30' AND GREATER. 3. FOR ALL PERFORATED PIPE, 'WRAP 2'-3" WASHED GRANULAR BACKFILL 'ATH A TYPE 5 NON -WOVEN GEOTE%TLE FABRIC PER MN/DOT 3373. GRAD -26 I RCP, PVC, & CPEP PIPE BEDDING NOT TO SCALE 1 I JI ELEVATION s• WN THS: 2-;y4 CONT 1. FULL VERTICAL HEIGHT OF CURB IS ASSUMED TO BE 6 INCHES AT 6' CLASS 5 AGGREGATE BASE BEGINNING OF CURB TAPER AND 0 INCHES AT END OF TAPER PER MNDOT 3138. COMPACTED UNLESS NOTED OTHERWISE TO AT LEAST TOM SITE -11 I CURB TAPER STANDARD PROCTOR DENSITY NOT TD SCALE �� 1. SLOPE TO MATCH DIRECTION OF ADJACENT PAVEMENT SLOPE 2. PROVIDE TOOLED OR SAWN CONTRACTION JOINTS AT 10' SPACING. Caslelletlons for Traction S Root Growth EXPANSION JOINTS AT 60' MAXIMUM SPACING Perorated Cell Wall For Rhizomatous Root Growth 3. CONSTRUCT CURB AND GUTTER WN MNDOT 2531 Traction Nodule SITE -81 CONCRETE RIBBON CURB Nesting Ring for Snap -Fit Connections NOT TO SCALE Snap -Fit Locking Clip Integrated Ground Spike 19.7 1 I16• w Grass paver ceps Nle: within 0.2' Of the Surface with 60:40 rootzone Grass paver cells _tip _then seeded or sodded and fertilized 0 0 0 0 0 0 / Bedding Layer: 3" thick Consolidated N 60:40 rootzone O O O O O O 4- PERFORATED PVC. SLOPE 0 0 0 0 0 0 M SETH SURFACE (RADE. Oi TYPE I GEOTE%TILE FABRIC, P W t3' MLN 24" DEPTH MINIMUM O O O O O O PER MNDOT 3733 COARSE ALTER AGGREGATE 0 0 0 0 0 0 PER MNWT 3I49.2N Existing Suhgade 0 0 0 0 0 0 SITE -51 I GRASS PAVER CELL NOT TO SCALE OMZ06 v r Qwrcygp v ME WN K Z v Wg N- in Wa, p Z U. m X30<"° R uJ0� w V < ~q FQZN WLLCZ, F W MWE W ill Z F 2C.0<O CONCRETE RIBBON CURB - FINISHED GRADE. SLOPE PER GRADING PLAN //�/ - S SEE PLANS J 15" PAVEMENT AND RASE. Q J SEE PAVING DETAILS.CONCRETE SETTER BECTON OR O 0Z 6 PAVEMENT SUTTON WHICH SERB TAPER HAS MATCHED INTO CONCRETE C • 9' J 3' 1 I JI ELEVATION s• WN THS: 2-;y4 CONT 1. FULL VERTICAL HEIGHT OF CURB IS ASSUMED TO BE 6 INCHES AT 6' CLASS 5 AGGREGATE BASE BEGINNING OF CURB TAPER AND 0 INCHES AT END OF TAPER PER MNDOT 3138. COMPACTED UNLESS NOTED OTHERWISE TO AT LEAST TOM SITE -11 I CURB TAPER STANDARD PROCTOR DENSITY NOT TD SCALE �� 1. SLOPE TO MATCH DIRECTION OF ADJACENT PAVEMENT SLOPE 2. PROVIDE TOOLED OR SAWN CONTRACTION JOINTS AT 10' SPACING. Caslelletlons for Traction S Root Growth EXPANSION JOINTS AT 60' MAXIMUM SPACING Perorated Cell Wall For Rhizomatous Root Growth 3. CONSTRUCT CURB AND GUTTER WN MNDOT 2531 Traction Nodule SITE -81 CONCRETE RIBBON CURB Nesting Ring for Snap -Fit Connections NOT TO SCALE Snap -Fit Locking Clip Integrated Ground Spike 19.7 1 I16• w Grass paver ceps Nle: within 0.2' Of the Surface with 60:40 rootzone Grass paver cells _tip _then seeded or sodded and fertilized 0 0 0 0 0 0 / Bedding Layer: 3" thick Consolidated N 60:40 rootzone O O O O O O 4- PERFORATED PVC. SLOPE 0 0 0 0 0 0 M SETH SURFACE (RADE. Oi TYPE I GEOTE%TILE FABRIC, P W t3' MLN 24" DEPTH MINIMUM O O O O O O PER MNDOT 3733 COARSE ALTER AGGREGATE 0 0 0 0 0 0 PER MNWT 3I49.2N Existing Suhgade 0 0 0 0 0 0 SITE -51 I GRASS PAVER CELL NOT TO SCALE OMZ06 v r Qwrcygp v ME WN K Z v Wg N- in Wa, p Z U. m X30<"° R uJ0� w V < ~q FQZN WLLCZ, F W MWE W ill Z F 2C.0<O DRAWN BY BEG CHECKEDBY MGC 160102 SHEET C5 0 //�/ - S Z J a > O Q V) W Wm Z O 0Z 6 W U 2 C Q N W J px O (n a Lex 0 m Z CTO = U o m DRAWN BY BEG CHECKEDBY MGC 160102 SHEET C5 LKPB June 30, 2017 BONGARDS ADDITION ELECTRICAL PRELIMINARY NARRATIVE Bongards Creamery Addition 8330 Commerce Drive, Chanhassen MN 55317 LKPB Project No. 2016.153.00 Project Description This project consists of two story addition to the existing Bongards building. The addition consists of office, warehouse, pilot plant, meeting space and fitness. The pilot plant space contains unspecified process equipment that can be relocated and reconfigured to simulate plant conditions and operations. The electrical contractor will be responsible for all labor, taxes, overhead, profit, permits, supervision, material, equipment, and service necessary for complete electrical systems as specified herein. 2. All work shall be performed by electricians licensed in the State of Minnesota. 3. The following current and applicable codes and standards will apply to this project including but not limited to: National Electrical Code — NEC American National Standards Institute — ANSI American Society for Testing and Materials — ASTM Electronics Industry Association — EIA Telecommunications Industry Association — TIA Institute of Electrical and Electronics Engineers — IEEE American with Disabilities Act — ADA Minnesota Energy Code International Building Code International Fire Code 4. The scope of electrical work for this project shall include a new addition on the north side of the existing building. The scope will also include the following: a. Replace the existing 120/208 Volt utility service transformer with a 480/277 -volt system b. Provide an optional standby natural gas generator to provide backup power for the server room equipment and dedicated cooling for that room. Electrical Bongards Creamery —Addition Preliminary Design Narrative 8330 Commerce Drive, Chanhassen MN Page 1 of 5 June 30, 2017 C. Provide new power distribution as indicated. d. Provide lighting control to comply with the MN energy code. e. Provide electrical raceway and power to office furniture and equipment to accommodate the remodel. f. Extend fire alarm circuits to existing fire alarm system to accommodate the new addition. g. Raceway, wiring and rough -in for communications systems to accommodate the remodel. Provide voice/data cabling and connections. h. Approximately 12,500 SF of addition space. ELECTRICAL SERVICE AND POWER DISTRIBUTION The existing building is served from a utility pad mounted transformer that is located on the Southwest corner of the existing building. A 600 amp, 120/208 volt, 3-phase, 4 -wire service currently provides power to the building. There is a connection cabinet in the utility room and from this cabinet, serves three 200 -amp Square D (QO) load centers A, B, and C with a 200 - amp main circuit breaker in each panel. This service will be replaced. 2. Included in the new addition is a 60OKW electric boiler for process. A new 1600 amp, 277/480 - volt service switchboard will be provided. 3. The existing utility transformer and existing main service will be demolished and replaced with a new 277/480 -volt service. The new utility transformer and exterior connection cabinet (with utility metering) will be located near loading dock to keep the new secondary conductors as short as possible. The utility primary will be extended to this new location. The new transformer will power a new switchboard (S3N-1-1) that will be on a 3 -inch housekeeping pad along the new addition first floor warehouse west wall. 4. A new 200 -amp feeder will be routed underground from the new utility connection cabinet and stubbed up from underground into Utility Area Room 120 to the bottom of a new disconnect switch. This feeder will be connected to a 150KVA dry type 120/208 volt, 3-phase, 4 -wire transformer in room and be connected to feed the existing panels A, B, and C. 5. The existing connection cabinet in the Utility Area Room 120 will be demolished. 6. All equipment required to be disconnected and/or removed to facilitate the areas of demolition. 7. Existing fire alarm panel located in the Utility room will be maintained and new devices provided in the area of work. Electrical Bongards — Phase 2 Addition Preliminary Design Narrative 8330 Commerce Drive, Chanhassen MN Page 2 of 5 July 30, 2017 POWER DISTRIBUTION There will be a receptacle panelboard on first and second floor to accommodate all 120/208 volt loads. 2. New 20 amp receptacles will be provided for offices, conference rooms, break room, work areas, and similar type rooms. Circuiting will be routed in ceiling from panels in the electrical room. 3. At each desk in offices, a double duplex receptacle will be provided. Two additional receptacles will be provided at the work space. 4. A duplex receptacle will be provided for each T.V. monitor location. 3. In break room, receptacles will be GFCI type, and will be provided at refrigerator, microwave, and coffee maker with additional convenience receptacles above counter. 4. In work room, receptacles will be provided for copier, printer and for other pieces of equipment within room. Convenience outlets will be provided above counter. 5. New branch circuiting will be copper conductors, with separate neutral per circuit. Minimum size branch circuit conductors will be #12 AWG. 6. A green ground copper conductor will be installed in all branch circuits. 7. A dedicated neutral copper conductor will be provided for each single phase branch circuit. 8. Receptacles will be 120 volt, 20 amp, industrial grade with plastic coverplates in office areas and stainless steel in all other areas. 9. Provide flush floor outlets with flexible conduit and circuit connection for power and data to office furniture. Provide flush floor outlets (equal to wiremold 6AT Series) with quadplex receptacle and data for large conference room table. 10. All feeders and branch circuits to be copper and be provided with a ground wire. 11. Metal Clad cable (MC) will be allowed for light fixture whips only. All other 120 volt wiring shall be in EMT or flexible metal conduit. 12. There will be GFCI receptacles on roof and exterior to the building at all exiting doors for maintenance. EMERGENCY POWER DISTRIBUTION A new 120/208 -volt natural gas generator will be provided for backup power of Information Technology and IT room cooling. Refer to attached site drawing plan. Electrical Bongards — Phase 2 Addition Preliminary Design Narrative 8330 Commerce Drive, Chanhassen MN Page 3 of 5 July 30, 2017 LIGHTING Corridor Lighting to be recessed 2'x4' direct/indirect, LED type lamp source lay -in fixture with a minimum light level of 20 foot candles at the floor. Control corridor lighting through a lighting control panel. 2. Open office area lighting will consist of suspended linear lighting with satin lensing that is direct/indirect with 0-10 volt dimming and will have layout and lumen package for 50 foot- candles at desk height. 3. Private office lighting will consist of recessed 2'x4' direct/indirect lights with satin acrylic lens and 0-10 volt dimming for a 50 foot-candle level at desk. 4. Multi-purpose and conference room lighting will consist of 2'x2' direct/indirect, LED type lamp source lay -in fixture. Zone dimming lighting control will be included. 5. Storage and equipment rooms (without ceilings) area lighting to be by 4', industrial, LED lamp source fixtures, surface or chain hung with 30 foot-candles minimum at the floor. 6. Food processing areas and wash -down areas will have 2x4 nominal gasketed and rated for such purpose. 7. All LED light fixtures to be provided with 4000 -degree Kelvin color LED lamp source with a CRI rating of 82 or higher. 8. Provide dual technology occupancy sensor control system to turn the lights off when the space is not occupied in restrooms, janitor closets, storage rooms, open office areas, private offices and support rooms. 9. Provide daylight harvesting ceiling sensors for all daylight zones to automatically reduce the light fixture power in rooms or areas. A new automatic transfer switch will be located the Utility room 120 10. Site lighting will include new wall packs and new pole lights. Refer to attached plans. LIGHTING CONTROLS The lighting controls will be wattstopper, Sensor switch Nlight , or Hubbell. The design will also consist of occupancy sensors, daylight harvesting. Dimming control will be standard in all rooms. EMERGENCY LIGHTING New exit lights will be edge lit style with mirror backing and Red LED. 2. Building egress lighting will be provided for corridor, public areas for one foot-candle average lighting throughout the egress path. Utilize existing emergency lighting circuits as possible. Electrical Bongards — Phase 2 Addition Preliminary Design Narrative 8330 Commerce Drive, Chanhassen MN Page 4 of 5 July 30, 2017 BRANCH CIRCUITRY Solid copper conductor, THHN/THWN insulation, in steel EMT conduit and provided with a ground wire. Aluminum wire shall not be allowed. M/C cable will not be allowed except where required for final connections to lighting and motors and or equipment requiring a flexible connection. MECHANICAL SYSTEMS AND EQUIPMENT WIRING Provide 120 volt wiring to the HVAC and mechanical system equipment. See mechanical design narrative. PROCESS EQUIPMENT SYSTEMS Process equipment will be connected with watertight Leviton twist lock connectors and plugs 2. Disconnect switches will Hubbell SS-HBLDS10SS and HBLDS3SS VOICE/DATA 1. Conduit and outlet boxes will be provided to each voice/data outlet. Minimum conduit size will be 1-1/4" 2. Voice/data outlets will be provided for each work desk, in each conference room, in work rooms and as required for connection to equipment. 3. Voice/data outlet will be provided at each TV monitor location within conference room and other areas as required. 4. Voice/data cabling connection will be provided by others. 5. Provide flush floor outlets with flexible conduit connection to raceway in office furniture. SECURITY SYSTEM All cabling required security system will be by others. 2. This contractor will provide rough -in and an empty conduit/raceway system for all devices and equipment. Minimum size conduit will be 3/4 inch 3. New card access raceway will be provided by the electrical contractor. Card access and associated control and wiring will be by owner. END Narrative J:\2016\201615300\DOCS\Bongards Electrical Preliminary Narrative-2017-06-30-TJH.docx Electrical Bongards — Phase 2 Addition Preliminary Design Narrative 8330 Commerce Drive, Chanhassen MN Page 5 of 5 July 30, 2017 Found open iron pipe iron pipe RLS 18 407 > PVC Commerce interiors I architecture 7001 France Avenue South, Suie 200 Edna, M'nneaota 55435 952.893.9020 fax 952.893-9299 Project Information BONGARDS' EXPANSION BONGARDS'CREAMERY 8330 COMMERCE DRIVE CHANHASSEN,MN KrB EFl9 1935 WEST COUNTY ROAD B2, SURE 300 ST. PAUL, MN 55113 651/633.1223 LKPB.com T hereby certFry that the Spec' on or report vias as prepared by m r t superv'son and am a duly L'censed �gneer IS-ofthe state of Printed Name Signal VN — Date _JF--, Issue Record Sheet Title Sheet Infonnation Job Code 2016.153.00 Drawn By Reviewed By Date 06/30/2017 nAA3 9AL3 interiors architecture 7001 France Avenue South, S 0 uie zco Edna. Mhnesoto 55435 952-893-9020 fax 952.893-9299 Project Information BONGARDS' EXPANSION BONGARDS'CREAMERY 8330 COMMERCE DRIVE CHANHASSEN,MN LKPB 1935 WEST COUNTY ROAD B2, SUFFE 300 ST. PAUL, MN 55113 651/633-1223 LKPB.com I hereby certify that the spe (r�9t report was ras preparetl by me rdt p rvtson end orua duy Lnaneedeer my�r�ly,e Lws If the state of t Printed Name Signature Date Lic N Issue Record Sheet Title ELECTRICAL SITE PLAN -NEW Sheet Information Job Code 2016.153.00 Drawn By SRB Reviewed By THJ Date 06/30/2017 E 0.2 —NEW UTILITY T TRANSFORMER. AND --- CONNECTION CABINET 3 AAi -STEEL CONCRETE i FILLED BOLLARDSHo - AM - UE —_ H 64'BB1 IQ r UE A?�,.y / —STUB UP FEEDER TO DISCONNECT SWITCH IN '� I EXISTING UTILITY ROOM / AAI r - NEW STANDBY - _ -- NATURAL GAS GENERATOR EXTEND PRIMAR'M1 .SERVICE TO NEW - - TRANSFORMER LOCATION- 61tMIS Hand'r_e 9", BBI ELECTRICAL SITE PLAN - REMODEL 7/16 1 0 B61 i� 1 ' ; - ____ •__. ._______ es' I It interiors architecture 7001 France Avenue South, S 0 uie zco Edna. Mhnesoto 55435 952-893-9020 fax 952.893-9299 Project Information BONGARDS' EXPANSION BONGARDS'CREAMERY 8330 COMMERCE DRIVE CHANHASSEN,MN LKPB 1935 WEST COUNTY ROAD B2, SUFFE 300 ST. PAUL, MN 55113 651/633-1223 LKPB.com I hereby certify that the spe (r�9t report was ras preparetl by me rdt p rvtson end orua duy Lnaneedeer my�r�ly,e Lws If the state of t Printed Name Signature Date Lic N Issue Record Sheet Title ELECTRICAL SITE PLAN -NEW Sheet Information Job Code 2016.153.00 Drawn By SRB Reviewed By THJ Date 06/30/2017 E 0.2 0 REFER TO SITE PLAN FOR MAIN SERVICE— IF HOUSEKEEPING PAD - MAIN i EXISTING SERVER ..i \ A NEW PANEL GiN-1-1 \ N �i t"yja n LEVEL 1 POWER AND SIGNAL PLAN CONSTRUCTION NOTES: A. PROVIDE A GREEN EQUIPMENT GROUND WIRE IN BRANCH CIRCUIT AND FEEDER CONDUITS. B. WIRING SHALL BE PROVIDED TO DEVICES SHOWN, UNLESS OTHERWISE INDICATED. MINIMUM WIRING SIZE SHALL BE int AWG. AMPACITY, DERATING AND CONDUIT FILL SHALL BE AS REQUIRED BY THE NEC. EACH CIRCUIT SHALL BE PROVIDED WITH A DEDICATED NEUTRAL. C. OUTLETS IN THE SAME WALL SHALL NOT BE MOUNTED BACK-TO-BACK. AT COMMON WALLS BETWEEN OFFICES; INSTALL WITH AT LEAST ONE STUD BETWEEN OUTLETS. D. RECEPTACLE OUTLET DEVICES SHALL BE GROUNDED WITH A PIGTAIL WIRE CONNECTED FROM THE DEVICE TO THE OUTLET BOX E. PROVIDE A GROUND WIRE WITHIN OR ROUTED ALONG THE EXTERIOR WITH GROUNDING BUSHINGS, FOR FLEXIBLE METAL CONDUIT: EXCEPT CONDUIT CONNECTIONS TO LIGHT FIXTURES. F. SEE ARCHITECTURAL ELEVATIONS AND DETAILS FOR EXACT LOCATIONS OF ELECTRICAL ITEMS. THESE SHALL TAKE PRECEDENCE OVER ANY INDICATIONS IN ELECTRICAL CONSTRUCTION DOCUMENTS. G. CIRCUIT NUMBERS SHOWN ARE FOR REFERENCE ONLY. ACTUAL CIRCUITS IN EXISTING PANELS MAY VARY. COORDINATE IN FIELD. PROVIDE AN UPDATED TYPEWRITTEN DIRECTORY IN EACH AFFECTED PANELSOARD. BALANCE LOADS BETWEEN PHASES. H. ONLY SOLID CONDUCTORS SHALL BE USED FOR TERMINATING WIRING DEVICES WITH SCREW TERMINALS NOT CONTAINING EXTERNAL WRAP-AROUND CLAMP WITH ANTI -ROTATION STRAND CONTAINMENT FEATURE. 1. PROVIDE PLASTIC DUCT COVERS FOR BOTH DUCT AND AREA SMOKE DETECTORS SERVING THIS SPACE. REFER TO SPECIFICATIONS FOR FURTHER REQUIREMENTS. J. CONDUITS SHALL BE SUPPORTED AND SECURED WITH SPECIFIED FITTINGS AND DEVICES. TIE WIRE SHALL NOT BE USED. K. DUPLEX RECEPTACLE OUTLETS SHALL BE 20 AMP RATED DEVICES. 15 AMP RATED DEVICES SHALL NOT BE USED. L. MULTIPLE GROUPINGS OF DEVICES SHALL BE GANGED UNDER THE SAME COVERPLATE. SEPARATE PLATES ARE UNACCEPTABLE EXCEPT IN CASES OF DIMMER SWITCHES ADJACENT TO OTHER LIGHT SWITCHES. IN THAT CASE, PLATES SHALL BE AS CLOSE TOGETHER AS POSSIBLE, PLUMB TRUE FOR A NEAT AND COMPACT ORGANIZED APPEARANCE. M. PROVIDE CONDUIT BUSHINGS FOR CONDUIT ENDS, INCLUDING THOSE PROVIDED FOR FUTURE USE OR FOR SIGNAL AND COMMUNICATIONS SYSTEMS. N. PROVIDE BUSHINGS FOR OPENINGS IN STEEL STUDS THROUGH WHICH A PULL STRING FOR DATA/COMMUNICATION USE IS PASSED THROUGH. O. ALL VOICE/DATA PATCH CABLING AND CONNECTIONS BY OWNER. ELECTRICAL CONTRACTOR SHALL PROVIDE ALL VOICE/DATA CABLING, OUTLETS, TERMINATION AND TESTING AND SHALL BE ROUTED TO SERVER ROOM. P. MAINTAIN CIRCUIT CONTINUITY FOR ELECTRICAL DEVICES AND EQUIPMENT THAT ARE TO REMAIN. Q. MANUFACTURED FURNITURE WHIPS FURNISHED BY SUPPLIER AND INSTALLED BY ELECTRICAL CONTRACTOR. CONTRACTOR SHALL OBTAIN WIRING DIAGRAM AND DIMENSIONED APPROVED LAYOUT OF OPEN OFFICE FURNITURE PRIOR TO ROUGH - IN. R. WHERE CONDUIT IS ALLOWED TO BE EXPOSED, CONDUIT AND HARDWARE SHALL BE PAINTED TO MATCH FINAL ARCHITECTURAL FINISH IT IS AFFIXED TO. S. ALL CABLING THAT IS ROUTED IN PLENUM SPACE SHALL BE SUPPORTED BY J -HOOKS SPACED NO GREATER THAT 5 FEET APART. T. ZIP TIES ARE NOT ALLOWED TO SECURE CABLING. PROVIDE VELCRO STRAPS AND SECURE AS REQUIRED. U. CONTRACTOR IS RESPONSIBLE FOR ALL PATCHING OF FLOORS THAT ARE DISTURBED DUE TO TRENCHING. V. THIS CONTRACTOR SHALL DISCONNECT, REMOVE AND RELOCATE ANY AND ALL LIGHTS AND EQUIPMENT AS REQUIRED FOR NEW ELECTRIC DUCT HEATERS AND MECHANICAL WORK. KEYED NOTES: O COORDINATE DOOR RELOCATION WITH ARCHITECT. A& interiors I architecture 7001 France Avenue South, Suite 200 Edina M nne-ta 55435 952-893-9020 fax 952-893-9299 Project Information BONGARDS' EXPANSION BONGARDS'CREAMERY 8330 COMMERCE DRIVE CHANHASSEN,MN LK7B ENGINEERS 1935 WEST COUNTY ROAD B2, SUITE ST. PAUL, 55113 651/633-122323MN LKPB.-nn Issue Record Sheet Title POWER AND SIGNAL PLAN - LEVEL 1 EXISTING FIRE ALARM PANELS 1 EXISTING PANEL A — `-� _ , NEW 200A EXISTING PANEL B Ir O 480V NEW WIREWAV DISCONNECT REFER TO SITE EXISTING NEW ATS -1 0 PLAN FOR FEEDER PANEL C T CONTINUATION NEW E3.1 TRANSFORMER T-1-7 NEW WATER SERVICE DISCONNECT SWITCH(GEN) TO REMAIN n LEVEL 1 POWER AND SIGNAL PLAN CONSTRUCTION NOTES: A. PROVIDE A GREEN EQUIPMENT GROUND WIRE IN BRANCH CIRCUIT AND FEEDER CONDUITS. B. WIRING SHALL BE PROVIDED TO DEVICES SHOWN, UNLESS OTHERWISE INDICATED. MINIMUM WIRING SIZE SHALL BE int AWG. AMPACITY, DERATING AND CONDUIT FILL SHALL BE AS REQUIRED BY THE NEC. EACH CIRCUIT SHALL BE PROVIDED WITH A DEDICATED NEUTRAL. C. OUTLETS IN THE SAME WALL SHALL NOT BE MOUNTED BACK-TO-BACK. AT COMMON WALLS BETWEEN OFFICES; INSTALL WITH AT LEAST ONE STUD BETWEEN OUTLETS. D. RECEPTACLE OUTLET DEVICES SHALL BE GROUNDED WITH A PIGTAIL WIRE CONNECTED FROM THE DEVICE TO THE OUTLET BOX E. PROVIDE A GROUND WIRE WITHIN OR ROUTED ALONG THE EXTERIOR WITH GROUNDING BUSHINGS, FOR FLEXIBLE METAL CONDUIT: EXCEPT CONDUIT CONNECTIONS TO LIGHT FIXTURES. F. SEE ARCHITECTURAL ELEVATIONS AND DETAILS FOR EXACT LOCATIONS OF ELECTRICAL ITEMS. THESE SHALL TAKE PRECEDENCE OVER ANY INDICATIONS IN ELECTRICAL CONSTRUCTION DOCUMENTS. G. CIRCUIT NUMBERS SHOWN ARE FOR REFERENCE ONLY. ACTUAL CIRCUITS IN EXISTING PANELS MAY VARY. COORDINATE IN FIELD. PROVIDE AN UPDATED TYPEWRITTEN DIRECTORY IN EACH AFFECTED PANELSOARD. BALANCE LOADS BETWEEN PHASES. H. ONLY SOLID CONDUCTORS SHALL BE USED FOR TERMINATING WIRING DEVICES WITH SCREW TERMINALS NOT CONTAINING EXTERNAL WRAP-AROUND CLAMP WITH ANTI -ROTATION STRAND CONTAINMENT FEATURE. 1. PROVIDE PLASTIC DUCT COVERS FOR BOTH DUCT AND AREA SMOKE DETECTORS SERVING THIS SPACE. REFER TO SPECIFICATIONS FOR FURTHER REQUIREMENTS. J. CONDUITS SHALL BE SUPPORTED AND SECURED WITH SPECIFIED FITTINGS AND DEVICES. TIE WIRE SHALL NOT BE USED. K. DUPLEX RECEPTACLE OUTLETS SHALL BE 20 AMP RATED DEVICES. 15 AMP RATED DEVICES SHALL NOT BE USED. L. MULTIPLE GROUPINGS OF DEVICES SHALL BE GANGED UNDER THE SAME COVERPLATE. SEPARATE PLATES ARE UNACCEPTABLE EXCEPT IN CASES OF DIMMER SWITCHES ADJACENT TO OTHER LIGHT SWITCHES. IN THAT CASE, PLATES SHALL BE AS CLOSE TOGETHER AS POSSIBLE, PLUMB TRUE FOR A NEAT AND COMPACT ORGANIZED APPEARANCE. M. PROVIDE CONDUIT BUSHINGS FOR CONDUIT ENDS, INCLUDING THOSE PROVIDED FOR FUTURE USE OR FOR SIGNAL AND COMMUNICATIONS SYSTEMS. N. PROVIDE BUSHINGS FOR OPENINGS IN STEEL STUDS THROUGH WHICH A PULL STRING FOR DATA/COMMUNICATION USE IS PASSED THROUGH. O. ALL VOICE/DATA PATCH CABLING AND CONNECTIONS BY OWNER. ELECTRICAL CONTRACTOR SHALL PROVIDE ALL VOICE/DATA CABLING, OUTLETS, TERMINATION AND TESTING AND SHALL BE ROUTED TO SERVER ROOM. P. MAINTAIN CIRCUIT CONTINUITY FOR ELECTRICAL DEVICES AND EQUIPMENT THAT ARE TO REMAIN. Q. MANUFACTURED FURNITURE WHIPS FURNISHED BY SUPPLIER AND INSTALLED BY ELECTRICAL CONTRACTOR. CONTRACTOR SHALL OBTAIN WIRING DIAGRAM AND DIMENSIONED APPROVED LAYOUT OF OPEN OFFICE FURNITURE PRIOR TO ROUGH - IN. R. WHERE CONDUIT IS ALLOWED TO BE EXPOSED, CONDUIT AND HARDWARE SHALL BE PAINTED TO MATCH FINAL ARCHITECTURAL FINISH IT IS AFFIXED TO. S. ALL CABLING THAT IS ROUTED IN PLENUM SPACE SHALL BE SUPPORTED BY J -HOOKS SPACED NO GREATER THAT 5 FEET APART. T. ZIP TIES ARE NOT ALLOWED TO SECURE CABLING. PROVIDE VELCRO STRAPS AND SECURE AS REQUIRED. U. CONTRACTOR IS RESPONSIBLE FOR ALL PATCHING OF FLOORS THAT ARE DISTURBED DUE TO TRENCHING. V. THIS CONTRACTOR SHALL DISCONNECT, REMOVE AND RELOCATE ANY AND ALL LIGHTS AND EQUIPMENT AS REQUIRED FOR NEW ELECTRIC DUCT HEATERS AND MECHANICAL WORK. KEYED NOTES: O COORDINATE DOOR RELOCATION WITH ARCHITECT. A& interiors I architecture 7001 France Avenue South, Suite 200 Edina M nne-ta 55435 952-893-9020 fax 952-893-9299 Project Information BONGARDS' EXPANSION BONGARDS'CREAMERY 8330 COMMERCE DRIVE CHANHASSEN,MN LK7B ENGINEERS 1935 WEST COUNTY ROAD B2, SUITE ST. PAUL, 55113 651/633-122323MN LKPB.-nn Issue Record Sheet Title POWER AND SIGNAL PLAN - LEVEL 1 Sheet Information \� Job Code <0000.00.00> Drawn By Reviewed By Date E3.1 ,Issue Date> O n LEVEL 2 POWER AND SIGNAL PLAN CONSTRUCTION NOTES: A. PROVIDE A GREEN EQUIPMENT GROUND WIRE IN BRANCH CIRCUIT AND FEEDER CONDUITS. B. WIRING SHALL BE PROVIDED TO DEVICES SHOWN, UNLESS OTHERWISE INDICATED. MINIMUM WIRING SIZE SHALL BE #12 AWG. AMPACITY, DERATING AND CONDUIT FILL SHALL BE AS REQUIRED BY THE NEC. EACH CIRCUIT SHALL BE PROVIDED WITH A DEDICATED NEUTRAL. C. OUTLETS IN THE SAME WALL SHALL NOT BE MOUNTED BACK-TO-BACK. AT COMMON WALLS BETWEEN OFFICES; INSTALL WITH AT LEAST ONE STUD BETWEEN OUTLETS. D. RECEPTACLE OUTLET DEVICES SHALL BE GROUNDED WITH A PIGTAIL WIRE CONNECTED FROM THE DEVICE TO THE OUTLET BOX. E. PROVIDE A GROUND WIRE WITHIN OR ROUTED ALONG THE EXTERIOR WITH GROUNDING BUSHINGS, FOR FLEXIBLE METAL CONDUIT. EXCEPT CONDUIT CONNECTIONS TO LIGHT FIXTURES. F. SEE ARCHITECTURAL ELEVATIONS AND DETAILS FOR EXACT LOCATIONS OF ELECTRICAL ITEMS. THESE SHALL TAKE PRECEDENCE OVER ANY INDICATIONS IN ELECTRICAL CONSTRUCTION DOCUMENTS. G. CIRCUIT NUMBERS SHOWN ARE FOR REFERENCE ONLY. ACTUAL CIRCUITS IN EXISTING PANELS MAY VARY. COORDINATE IN FIELD. PROVIDE AN UPDATED TYPEWRITTEN DIRECTORY IN EACH AFFECTED PANELBOARD. BALANCE LOADS BETWEEN PHASES. H. ONLY SOLID CONDUCTORS SHALL BE USED FOR TERMINATING WIRING DEVICES WITH SCREW TERMINALS NOT CONTAINING EXTERNAL WRAP-AROUND CLAMP WITH ANTI -ROTATION STRAND CONTAINMENT FEATURE. I. PROVIDE PLASTIC DUCT COVERS FOR BOTH DUCT AND AREA SMOKE DETECTORS SERVING THIS SPACE. REFER TO SPECIFICATIONS FOR FURTHER REQUIREMENTS. J. CONDUITS SHALL BE SUPPORTED AND SECURED WITH SPECIFIED FITTINGS AND DEVICES. TIE WIRE SHALL NOT BE USED. K. DUPLEX RECEPTACLE OUTLETS SHALL BE 20 AMP RATED DEVICES. 15 AMP RATED DEVICES SHALL NOT BE USED. L. MULTIPLE GROUPINGS OF DEVICES SHALL BE GANGED UNDER THE SAME COVERPLATE. SEPARATE PLATES ARE UNACCEPTABLE EXCEPT IN CASES OF DIMMER SWITCHES ADJACENT TO OTHER LIGHT SWITCHES. IN THAT CASE, PLATES SHALL BE AS CLOSE TOGETHER AS POSSIBLE, PLUMB TRUE FOR A NEAT AND COMPACT ORGANIZED APPEARANCE. M. PROVIDE CONDUIT BUSHINGS FOR CONDUIT ENDS, INCLUDING THOSE PROVIDED FOR FUTURE USE OR FOR SIGNAL AND COMMUNICATIONS SYSTEMS. N. PROVIDE BUSHINGS FOR OPENINGS IN STEEL STUDS THROUGH WHICH A PULL STRING FOR DATA/COMMUNICATION USE IS PASSED THROUGH. 0. ALL VOICE/DATA PATCH CABLING AND CONNECTIONS BY OWNER. ELECTRICAL CONTRACTOR SHALL PROVIDE ALL VOICEIDATA CABLING, OUTLETS, TERMINATION AND TESTING AND SHALL BE ROUTED TO SERVER ROOM. R MAINTAIN CIRCUIT CONTINUITY FOR ELECTRICAL DEVICES AND EQUIPMENT THAT ARE TO REMAIN. 0. MANUFACTURED FURNITURE WHIPS FURNISHED BY SUPPLIER AND INSTALLED BY ELECTRICAL CONTRACTOR. CONTRACTOR SHALL OBTAIN WIRING DIAGRAM AND DIMENSIONED APPROVED LAYOUT OF OPEN OFFICE FURNITURE PRIOR TO ROUGH - IN. R. WHERE CONDUIT IS ALLOWED TO BE EXPOSED, CONDUIT AND HARDWARE SHALL BE PAINTED TO MATCH FINAL ARCHITECTURAL FINISH IT IS AFFIXED TO. S. ALL CABLING THAT IS ROUTED IN PLENUM SPACE SHALL BE SUPPORTED BY J -HOOKS SPACED NO GREATER THAT 5 FEET APART. T. ZIP TIES ARE NOT ALLOWED TO SECURE CABLING. PROVIDE VELCRO STRAPS AND SECURE AS REQUIRED. U. CONTRACTOR IS RESPONSIBLE FOR ALL PATCHING OF FLOORS THAT ARE DISTURBED DUE TO TRENCHING, V. THIS CONTRACTOR SHALL DISCONNECT, REMOVE AND RELOCATE ANY AND ALL LIGHTS AND EQUIPMENT AS REQUIRED FOR NEW ELECTRIC DUCT HEATERS AND MECHANICAL WORK. a& interiors I architecture 7001 France Avenue South, Suite 200 Edina, Minnesota 55435 952-893-9020 fax 952-893-9299 Project Information BONGARDS' EXPANSION BONGARDS'CREAMERY 8330 COMMERCE DRIVE CHANHASSEN, MN 001001� rKcPB ��'L!N131 N E E RS 1935 WEST COUNTY ROAD 62, SUITE 300 ST. PAUL, MN 55113 651/633-1223 LKPB.wm Issue Record Sheet Title POWER AND SIGNAL PLAN - LEVEL 2 Sheet Information Job Code <0000.00.00> Drawn By Reviewed By Date E3.2 <Issue Date> r 5 t.0 0 PROVIDEA GFCI RECEPTICLE OUTLET 0•o b.o +O Dm HANDHCO WITH IN -USE METAL COVER b.l D.0 D.o BUSH CON PROJECT ANCHOR BOLTS PER MANUFACTURE RECOMMENDATION ABOVE • 1 0 TOP OF BASE. PROVIDE DOUBLE NUTS 053 5.2 b.z b.z b.l b.o BASE COVER FOR LF ELINGE) ONEALLHABOVER AND BLOW BASOT GALVANIZED. GROUT VOID BETWEEN BASE +0 b 3 b.0 0 POLOR U E CONNECT BASE WITH ATUOL FLANGE AND TOP OF CONCRETE AND 5.6 b.5 b.4 b.4 b.4 b.3 5.1 LISTED CONNECTOR HAND FINISH. PROVIDE COTTON WEEPS +0 • 2 - AT BASE TO DRAIN MOISTURE OUT OF + • 1 ," CHAMFERED ' POLE INTERIOR. 0 b2 b.6 i.o 5.e b.6 b.6 b.6 b.7 b.4 b.1 40 tr1 PARKING LOT CURB i 3000 LB CLASS A .1 2 (BY OTHERS) REINFORCED CONCRETE 0.3 1.1 b.9 1.2 b.a b.e b.s I.o 1.1 I.1 o.+ BASE BY THIS 0 . i +0. 2 i CONTRACTOR. 3'_0" i + 3'-0" i PROVIDE ANCHOR BOLT p , 2 L.o I.s 1.0 2.e 1.7 I.1 1.o i.z i.3 1.a 1.4 I.s b.z 0 2 A AAI Bet +0.3 GRADE t0.6 42.1 2.9 1.7 V + MFi:•% 1.4 1.4 1.6 I.6 1.7 1.7 §. `lwtbl: 235.+ J PROVIDE EMPTY 10.3 ':� ♦ SECURITY CAMERA 3,-6' /'��ppq 0.2 f6 BARE CU r _ CQNDUIT(S). REFER TO 0,3 L2 1.0 3.5V '.14 2.0 o.8 1.6 1.] 1.5 l.v 1.9 1.9 41.n o.6 GROUND WIRE PIANS FOR QUANTITY + OF CONDUITS AND SIZE.__J 6 - 11.8 1.9 1.6 lt'1 o.6 b.9- 1.2 1.3 1.6 `2.0 42.1 1.9 1.4 b.3p 2 NOTE- REFER TO PLANS +0 4 �- VERIFY BOLT CIRCLE REQUIREMENTS WITH FOR CONDUIT AND t.2 SHOP DRAWINGS. ! ----- CONDUCTOR SIZE. I.s I.e I 1.2 1.3 1.2 1.0 4.0 4.2 42.2 4.0 1.o b.3 �o.? 4.1 3.9 • 0 p 4 i.e 41.1 R.3 4.2 '2.2 4.o i.9 b.e • 3 GROUND ROD SET i 4 f5 RE&1R5 +0.2 \\\ (\ AAT' 6" BELOW GRADE. jr #2 TIE RODS 10. H: 14 \ MH:14 BBI +p.3 1/2" PJC CONDUIT) 0.2 b.e i.7 1 l 1. 1.6 12. 0 1.3 1.2 12. 2 1.1 1.0 �OMH.kf FOR GROUND WIRE 20" ROUND BASE. 2 5.7 1.6 \ R.5 1.6 1.7 1.7 1.e 1.9 1.9 1.9 "2.0 1.1 0' 3 TYPE BB1 POLE BASE DETAIL / L TYPE +0.3 be 3.�145 1.9 ).e 1.7 i.e i.9 1.7 1.5 b.s+0.3 MH: 14 +0.35.7 4.4z.o i.1 1.8 1.6 1.6 1.4 1.7 1.6 1.o b.4 0.4 i.s .his0.1 vI.6 41.0 1.0 1.3 1.5 1.6 1.7 1.6 1.4 b.a O.s 1.z d \t\\l_2 1 41.fi1.3 b.4t 2 0.4b.s b.4 \., b.e 1.s It 2.1 1.0 .b,7 1.0 i.3 1.4 1.] i.7 1.a o.e b0.2 1 t t-3 b.s b.s 5.7 b.9 1.7 3.�:t4 b.4 b.a 0.3 b.6 1.1 1.e 1.7 1.90iEV b.3 0.2 MH: 23 10-5.3 b.3 0.4 b.s i.1 i.4 IS, 0 .3 0.3 0.3 0.6 i.l i.6 1.] 1.] '1 .5 5.3 5.1 1 0.1 b.2 b.3 b.s b.e b.9 b.s QAA7 t' 0 jt+w 14 i.4 o.e b.9 b.7 b.e 1.1 1.6 1., 1.5 1.1 b.3 b.l 10-1 p•1 b.2 b.4 1.0 1.3 b.6 1.1 1.4 L.e 1.9 i.2 1.0 1.] 1.1 1.1 1.3 i.6 1.6 1.4 I.0 b.2 b.1 U 0 0 .10.1 b.3 b.e 1.1 1.1 1.6 <4Wl MW 1' 1.6 i.] 1.6 b.9 1.1 1.2 1.3 i.4 1.5 1./ 1.3 1.1 0.7 b.l D.0 0 . 0 l MH: 14 t. 0 +0. 1 b.2 0.4 o.6 b.a i.e 1.2 1.2 z.0 4z.] i.0 i.z1.9 4.4 1.3 1.5 i.e i 5 1.5 i.3 b.9 b.6 b.s 0.0 + +0.2 0. 1 b.z b.4. b.s o.9 1.2 b.9 1.0 i.9 I.e 1.7 1.9 1.6 1.s 1-s 1.6 i.6 i.6 1.4 b.] b.4 b.4 +0 3 +0. 10.1 0.3 b.s 0.e b.9 0.6 1.s §.o 1.9 ,.a 1.6 1., i.3 iA 1.5 i.� eei b.6 b.3 10.2 MH: 23 0 • 2 +0 . 1 b.1 b.3 b.6 b.7 b.7 1.3 1.9 1.e 1.a 1.3 b.9 1.1 1.2 1.4 1.4 0.6 t.2 +0,511 b.2 b.3 b.4 b.7 1.3 1.7 1.e 4z.o b.e b.7 b.a -b.e b.s b.3 +0.2 0.2 +0 , 0b.1 0.2 b.s b.9 1.4 1.6 1.s Q. 0.6 b.s b.3 b.1 0 1 MH: 23 +o.1 b.2 0.6 1.0 1.3 L+ 1.7 b.9 b.4 b.a 5.1 +0.1 oto +0.1 +0.113 b.s b.e 1.1 1.2 b.9 b:3 b.2 +0.1 + Q� +0.30 +0. .4 b.6 b.9 b.e b.3 0.1 Ci 1 t.3 b.4 5.5 5.4 +0.1 O �.2 b.3 +0.1 +0.1 0.1 LumhW m Schedule 1b.0 Symbol Qty Label LLF Dscdpfhn PHOTOMETRICPLAN S AAt 0.900 MRW LED 2 IOA700_40K SR4 MVOLT 1 AAZ 0.900 MRW LEE) 110A700_40KSR2MV0LT 2 AA3 OA00 MRW LED 2 IGA70OL40K SR2 MVOLT 5 B81 0.900 DSXO LED 20C 10M 40K T3S MVOLT HS Calculation Summary Label CalcType Urab Avg Max Mh AvgJW MadMa1 BOUNDRY CALCULATION Iflum'srarce Fe 0.17 0.5 VA N.A. N.A. I INTERIOR CALCULATION INuminarce Fc 1.20 4.0 0.0 N.A N.A interiors architecture 70011- Averue South, Suit. 200 Edina Mcnescta 56435 952-893-6020 to 952-893-9299 Project Information BONGARDS' EXPANSION BONGARDS CREAMERY 8330 COMMERCE DRIVE CHANHASSEN,MN KFB F RS 1935 WEST COUNTY ROAD B2, SUITE 300 ST. PAUL MN 55113 651M 1223 LKP9. O� I hereby ca* But this plan, specificadw, a report wa m aprep-dby me w under my dwec supe Jw anc duly Licensed Ergineer urder the Yves of Op state ar Prxrrod Name � SfprrMure tgro 1 rtro x Issue Record Sheet Title PHOTOMETRIC PLAN Sheet Information Job Code 2016.153.00 Drawn By TVB Reviewed By THJ Date 06129f2017 E S 1. 2 BONGARDS MRW LED PHASE 2 Architectural Wall Sconce TYPE AA1,AA2,AA3 LKPB 2016.153.00 424 p OMERQ� Specifications Luminaire Height: 7-1/4" Dark bronze (18.4 cm) Width: 18" Black (45.7 cm) Depth: 92.8 700mAoptions: cm) Weight: 1 lbs 8 (10 LEDs) kg) �WD—I Inverted available with WLU option only. Optional Back Box (BBW) Height: 4" Dark bronze (10.2 cm) Width: 5-1/2" Black (14.0 cm) Depth: 1-1/2" 700mAoptions: (3.8 cm) W For 3/4" NPT p side -entry o ° o Uconduit U. H 1D °o Catalog Number INotes Type Introduction The classic Architectural Wall Sconce is now available with the latest in LED technology. The result is a long -life, maintenance -free product with typical energy savings of 75% compared to metal halide versions. The integral battery backup option provides emergency egress lighting, without the use of a back -box or remote gear, so installations maintain their aesthetic integrity. The MRW LED is ideal for replacing existing 50- 175W metal halide wall -mounted products. The expected service life is 20+ years of nighttime use. ,-Ordering InformatioEXAMPLE: MRW LED 2 1OA700/40K SR3 MVOLT DDBTXD MRW UD DDBXD Dark bronze PE Photoelectric cell, button type' S DBLXD Black SF MRW LED 1 One engine 700mAoptions: SR2 Typell MVOLT' DWHXD (10 LEDs) 1OA70080K 3000K SR3 Type III 120' Sandstone 2 Twoengines 1OA700/40K 4000K SR4 Type IV 208' WLU (20 LEDs) 1OA700150K 5000K Textured black 240' Motion/ambientlight sensor' DNATXD Textured natural DS 277' aluminum Shipped separately DWHGXD 347 VG Vandalguard DSSTXD Textured sandstone 480 Emergency Battery Operation Shipped included (blank) Surface mount Shipped separately' 8BW Surface -mounted back box UT5 Uptilt 5 degrees Shipped installed DDBXD Dark bronze PE Photoelectric cell, button type' S DBLXD Black SF Single fuse (120,277,347V) DNAXD Natural aluminum OF Double fuse(208,240,48OV)' DWHXD White DMG 0-10V dimming driver (no controls) DSSXD Sandstone ELCW Emergency battery backup 6 DDBTXD Textured dark bronze WLU Wet location door for up orientation DBLBXD Textured black PIR Motion/ambientlight sensor' DNATXD Textured natural DS Dual switching' aluminum Shipped separately DWHGXD Trhnuredwhite VG Vandalguard DSSTXD Textured sandstone WG Wire guard The emergency battery backup (ELCW option) is integral to the luminaire - no extemal housing required! This design provides reliable emergency operation while maintaining the aesthetics of the product. All ELCW configurations include an independent secondary driver with an integral relay to immediately detect AC power loss. Dual light engines are wired in parallel so both engines operate in emergency mode and provide additional component redundancy. These design features meet various interpretations of NFPA 70/NEC 2008 - 700.16 The emergency battery will power the luminaire for a minimum duration of 90 minutes (maximum duration of three hours) from the time supply power is lost, per International Building Code Section 1006 and NFPA 101 Life Safety Code Section 7.9, provided luminaires are mounted at an appropriate height and illuminate an open space with no major obstructions. The examples below show illuminance of 1 fc average and 0.1 fc minimum of the single-engine Type IV product in emergency mode. 8' MH 11, 12' MH WST LED 1 10A700/40K SR4 MVOLT ELCW r.ok: y 1n 10'x 10' Gridlines \� ��, o.r k min 8' and 12' Mounting Height NOTES 1 MVOLT driver operates on any line voltage from 120.277V (50/60 Hz). Specify 120, 208, 240 or 277 options only when ordering with photocell (PE), fusing (SF DF), or dual switching (DS). 2 May also be ordered separately as an accessory. Ex: WSBBW DDBXD U. Must specify finish. 3 Must be ordered with fixture; cannot be field installed. 4 Not available with MVOLT option. Button photocell (PE) can be ordered with a dedicated voltage option- Single fuse (SF) requires 120, 277 or 347 voltage option. Double fuse (DF) requires 208, 240 or 480 voltage option. 5 Not available with 480V option. Not available with motion/ambient light sensor (PIR). 6 Integral battery pack is rated for -20` to 60°C operating temperature. ELCW warranty is 3 -year period. Not available with 347V or 480V. Not available with WLU. 7 WLU not available with PIR or ELCW. 8 Specifies the SensorSwitch SFOD-7-0DP control (photocell inducted); see Motion Sensor Guide for details. Includes ambient light sensor. Not available with "PE" option (button type photocelO. Dimming driver standard. Not available with WLU, VG or WG. 9 Provides 50/50 luminaire operation via two independent drivers and light engines on two separate circuits. Not available with one engine, MVOLT, ELCW, WLU, SF, or DF Must specify voltage; voltage must be the same for both drivers. When ordered with photocell (PE) or motion sensor (PIR), only the primary power source leads will be controlled. '.L1r10LfA0FJV1A One Lithonia Way • Conyers, Georgia 30012 • Phone: 800.279.8041 • Fax: 770.918.1209 • wwvalithonia.corr MRW-LED L/GHT/NG 0 2011-2017 Acuity Brands Lighting, Inc. All rights reserved. Rev. 04/04/17 Performance Data Lumen Output Lumen values are from photometric tests performed in accordance with IESNA LM -79-08. Data is considered to be representative of the configurations shown, within the tolerances allowed by Lighting Facts. T SR2 2,005 10 1 1 84 (1oLms) 700 10A700/4 24W SR3 2,029 I 1 0 1 84 SR4 11959 I 1 _ 0 1 82 2 SR2 I 3,944 I 1 ( A 0 1 84 120lFlts) 700 10A700/4 47W SR3 ( 4,028 1 I 0 1 86 --SR4. I 3,851 I 1 0 L.� 1 82 1 See electrical load chart for 347/480V system watts. Lumen Ambient Temperature (LAT) Multipliers Use these factors to determine relative lumen output for average ambient temperatures from 040'C (32.104°0. REEF '"41ia 01C 32'F 1.10 10°C 501F 1.06 20°C 68°F 1.02 25`C 77°F 1.00 30°C 86'F 0.98 40'C 104"F 0.92 Projected LED Lumen Maintenance Data references the extrapolated performance projections for the MRW LED 21OA700 platform in a 25'C ambient, based on 10,000 hours of LED testing (tested per IESNA LM - 80 -08 and projected per IESNA TM -21-11). 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. 0 25,000 50,000 100,000 1.0 0.94 0.88 0.77 Electrical Load ' 120 208 240 277 347 24W 024 0.14 0.12 0.1 - - 1 700 29W' - - - - 0.09 0.07 47W 0.44 027 0.23 0.20 - - 2 700 53W' - - - - 0.17 0.12 1 Higher wattage is due to electrical losses from step-down transformer. Photometric iacrams To see complete photometric reports or download .ies files for this product, visit Lithonia Lighting's i ARW LED homepage. lsofootcandle plots for the MRW LED 2IOA700/40K SR2, SR3, and SR4. Distances are in units of mounting height (121. LEGEND a s 2 1 0 1 2 2 4 a 2 2 1 0 1 2 2 a a a 2 1 0 1 2 1 4 b' a a a - 0.1 fc o a 3 `a 3 p 3o 0.5 fc 2 2 2~. ... j t m a It a 1.0 fc .j a 4 '2 oa '2 Na .2 da ,3 ry Z.3 a .2 z Z "-' SR3 Z n-' SR4 = .4 FEATURES & SPECIFICATIONS INTENDED USE The classic architectural shape of the MRW LED was designed for applications such as hospitals, schools, malls, restaurants, and commercial buildings. The long life LEDs and driver make this luminaire nearly maintenance -free. CONSTRUCTION The single -piece die-cast aluminum housing integrates secondary heat sinks to optimize thermal transfer from the internal light engine heat sinks and promote long life. The driver is mounted in direct contact with the casting for a low operating temperature and long life. The die-cast door frame is fully gasketed with a one-piece solid silicone gasket to keep out moisture and dust, providing an IP65 rating for the luminaire. FINISH Exterior parts are protected by a zinc -infused Super Durable TGIC thermoset powder coat finish that provides superior resistance to corrosion and weathering. A tightly controlled multi -stage process ensures a minimum 3 mils thidmess for a finish that can withstand extreme climate changes without cracking or peeling. Standard Super Durable colors include dark bronze, black, natural aluminum, sandstone and white. Available in textured and non -textured finishes. Precision -molded acrylic lenses are engineered for superior distribution, uniformity, and spacing in wall -mount applications. Light engines are 4000K (70 CRI). The MRW LED has zero uplight and qualifies as a Nighttime FriendlyTn' product, meaning it is consistent with the LEED® and Green Globes- criteria for eliminating wasteful uplight. Distribution overlay comparison to 175W metal halide. LEGEND ■MRW LED, 0.5 fc ■ MRW HID, 0.5 fc 10'WSid,„ Ik Uos: MRW HID = 0.72 MRW LED: 4700 MRWLED=0.95 MRWLED210A70040KSR4, MRW 175M FT Probe, 12' Mounting Ht ELECTRICAL Light engine(s) consist of 10 high -efficacy LEDs mounted to a metal core circuit board and integral aluminum heat sinks to maximize heat dissipation and promote long life (100,000 his at 25"C, L77). Class 2 electronic driver has a power factor >90%, THD <20%. Easily - serviceable surge protection device meets a minimum Category B (per ANSVIEEE C62.41.2). INSTALLATION A universal mounting plate with integral mounting support arms allows the fixture to hinge down for easy access while making wiring connections. LISTINGS CSA certified to U.S. and Canadian standards. Light engines are IP66 rated; luminaire is IP65 rated and suitable for wet locations when mounted with the lenses down. WLU option offers wet location listing in'up"orientation. Rated for -3D°C minimum ambient. WARRANTY Five year limited warranty. Full warranty terms located at ww,v.acuitybrands.com/ Custom erRe s ou rces/Terms_a nd_con dit i ons. aspx. 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. 01A L/THON/A One Lithonia Way • Conyers, Georgia 30012 • Phone: 800.279.8041 • Fax: 770.918.1209 • www.lithonia.com MRW-LED LED 0 2011-2017 Acuity Brands Lighting, Inc. All rights reserved. Rev. 04/04/17 D -Series Size 0 LED Area Luminaire N►t NI "" FRKNDLY M TIN in cam+ Capable Luminaire This item is an A+ capable luminaire, which has been designed and tested to provide consistent color Specifications appearance and system -level interoperability. EPA: Length: Width: Height: Weight (max): 0.95 ft2 H All configurations of this luminaire meet the Acuity Brands' specification for chromatic consistency 26" (66.0 an) __-- -__ W __-_ This luminaire is A+ Certified when ordered with DTL® 13" controls marked by a shaded background. DTL DLL (33.0 cm) L _. _ _ equipped luminaires meet the A+ specification for 7" I luminaire to photocontrol interoperability1 (17.8an) 16 lbs (7.25 kg) BONGARDS PHASE 2 TYPE BB1 LKPB 2016.153.00 0 A+ Capable options indicated by this color background. "Ordering Information DSXO LED Forward optics 20C 20 LEDs (one engine) 40C 40 LEDs (two engines) Rotated optics' 30C 30 LEDs (one engine) 530 530mA 30K 3000K 700 700 m 40K 4000K 1000 1000 m 50K 5000K (1 A) AMBPC Amber phosphor converted' • This luminaire is part of an A+ Certified solution for ROAM®2 or XPointTM Wireless control networks, providing out-of-the-box control compatibility with simple commissioning, when ordered with drivers and control options marked by a shaded background' To learn more about A+, visit www.acuiiybrands.com/aplus. 1. See ordering tree for details. 2. A+ Certified Solutions for ROAM require the order of one ROAM node per luminaire. Sold Separately: I ink to Roam; Link to DTL I EXAMPLE: DSXO LED 40C 1000 40K T3M MVOLT SPA DDBXD T1S Type I short T55 Type short MVOLT' Shipped induded US Type II short T5M TypeV medium 120' SPA Square pole mounting T2M Type II medium T5W TypeV wide 208' RPA Round pole mounting BS Type III short BLC Backlight control"' 240' WBA Wall bracket T3M Type III medium LOCO Left comer cutoff' 277' SPUMBA Square pole universal mounting adaptor" UM Type IV medium RCCO Right comer 347' RPUMBA Round pole universal mounting adaptor' TFTM Forward throw Part night, dim 6 his" cutoF, 480' Shipped separately Textured black medium PNMT7D3 Part nigh t, dim7hrs" DDL KMA8 DDBXD U Mast arm mounting bracket adaptor T5VS Type V very short I FAO Field adjustableoutput1B BS Bird spikes (specify finish)' Shipped installed i PIRHIFC3V Bi-level,motion/ambient sensor, 15-30'mounting Shipped installed DDBXD Dark bronze PER NEMA 'wilt-lakreceptacle only (no controls)' I 1' height, ambient sensor enabled at 1011 HS House -side shield" DBLXD Black PERS Five -wire receptacle only (no controls)" BL30 Bi -level switched dimming 30%1x1" SF Single fuse (120, DNAXD Natural PER7 Seven -wire receptacle only (no wntrols)u BL50 � Bi4evelswitched dimming, 50%'s -'s 277,347V)m aluminum DMG 010V dimming extend out back of horsing for external control (no controls) 6 ! PNMTDD3 Part night dim till dawn" DF Double f0�a(208, DW14XD White DCR Dimmable and controllable via ROAM® (no controls)" ! PNMT5D3 Part night dim 5 hrs l90 Left rotated optics' DDBTXD Textured dark bronze m PIR Bi -leve( otiontanbient senw,, 8-15'mountirg height, ambient sensor enabled at 5k'x'c" I PNMT6D3 I Part night, dim 6 his" � Right totaled optics' DBLBXD Textured black PIRH Bi-leve`morwn/anbientsens%15-30'mountingheigh(ambient sensor enabled atSku"'° PNMT7D3 Part nigh t, dim7hrs" DDL Diffused drop lens DNATXD TalUnurrednatural PIRIFC3V Bi-leve(merlon/anbientsertsor8-15'mountingheight, ambient sensor enabled attfc'"'"" I FAO Field adjustableoutput1B BS Bird spikes I DWHGXD Textured white L/THON/A one Lithonia Way • Conyers, Georgia 30012 • Phone: 800.279.8041 • .:.- ;,:J tho , :.c :, fA DSXO-LED Rev. 06/29/17 L/GHT/NG 0 2011-2017 Acuity Brands Lighting, Inc. All rights reserved. Page 1 of 6 Ordering Information Controls & Shields DLL127F 1.5 A Photocell - SSL twist -lock (120.277V)" d DLL347F 1.5 CUL JU Photocell - SSL twist -lock (34711)" to ' DLL49OF 1.5 CUL lU Photocell - SSL twist-lock(48OV)" A! m DSHORT SBK U Shorting cap" �., DSXOEGSDDBXDU External glare shield 1A r DSXOHS20(U House -side shield for 20 LED unit" 4) v DSXOHS30CU House -side shield for 30 LED unit" V A u DSXOHS4000 House -side shield for 40 LED unit" a DSXODDLU Diffused drop lens (polycarbonate)" PUMBADDBXD0' Square and round pole universal mount- ing bracket adaptor (specify finish)' KMA8DDBXDU Mast arm mounting bracket adaptor (spectlyfinish)' For more control options, visit and online. External Glare Shield NOTES 1 30 LEDs (30C option) and rotated optic (L90 or R90) only available together. 2 AMBPC is not available with BLC, LLCO or RCCO. 3 Not available with HS or DDL 4 MVOLT driver operates on any line voltage from 120-277V 150/60 H2). Specify 1201( 208V, 240V or 277V options only when ordering with fusing (SF, DF opfom). 5 Not available with single board, 530mA product (20C 530 or 30C 530). Not available with 81-30, BL50 or PNMT options. 6 Existing drilled pole only. Available as a separate combination accessory; for retrofit use only: PUMBA (finish) U; 1.5 G vibration bad rating per ANCI C136.31. 7 Must order fixture with SPA mounting. Must be ordered as a separate accessory; see Accessories information. For use with 2-3/8" mast arm (not included). 8 Photocell ordered and shipped as a separate line item from Acuity Brands Controls. See accessories. Shorting Cap be order for correct operation when photocontrol is present. 9 H ROAM° node required, it must be ordered and shipped as a separate line Hem from Acuity Brands Controls. Not available with OCR. Node with integral dmmkhg. 10 DMG option for 347V or 480V requires 1000mA. 11 Specifies a ROAMS enabled luminaire with 0.10V dimming capability; PER option required. Additional hardware and services required for ROAM• deployment; must be purchased separately. Call 1-800-442-6745 or email: sales�i« >. •:�t. N/A with PERS, PERT, BUD, BL50 or PNMToptions. Node without integral �'rmsig. Mvolt only. Not available with 347V and 480V. Not available with PIRHi FC3V 12 PIR and PIR1FC3V specify the`:: - .i;5R-1O ODP control; PIRH and PIRHiFC3V specify the 5:. .i:_;R-60DPaontrol;see C.,td— Control Technical for details. Dimming driver standard. 13 Ambient sensor disable when ordered with DCR. Separate on/of required. Not available with PMNT options. When PIR and PIRH options are selected with DCR, old style node must be used or PIR and PIRH will not function correctly. 14 PIR and PIRH options are used with PERS and PERT, additional leads receptacle are terminated and non-functioning. 15 Requires an additional switched circuit 16 Dimming driver standard. MVOLT only. Not available with 347V, 480V, DCR, PERS, PERT or PNMT options. Not available with PIR1 FC3V and PIRHI FC3V. 17 Dimming driver standard. MVOLT only. Not available with 347V, 480V, DCR, PERS, PERT, BL30 or BL50. Not available with PIRiFC3V and PIRH1 FC3V. Separate on/oft required 18 Dimming driver standard. Not available with PERS, PERT, DMG, DCR, BL30, BL50, PNMT, PIR, PIRH, PIRIFC3V and PIRHIFC3V. 19 Not available with BLC, LCCO and RCCO distribution. Also available as a separate accessory; see Accessories information. 20 Single fuse (SF) requires 12OV, 277V or 347V. Double fuse (DF) requires 208V, 240V or 48W.. 21 Requires luminaire to be specified with PER option. Ordered and shipped w a separate line item from Acuity Brands Controls. 22 For retrofit use only. 4.91 7 .50 .304 6.69 12.05 12.43 Template #8 Top of Pole DSXOshares aunique drilling pattern with the AERIS' family. Specify Tenon Mounting Slipfitter ** this drilling pattern when specKying pales, per the table below. DM19AS Single unit DM29AS 2at9T* "'"'.t), - :s ,____- 2 at 's' 3 at 120''t' 4 at 'I 0.563' DM28AS 2at180° DM39AS 3at9o'• 2-3/8' AST20-190 A920-280 A920-290 AST20-320 A920 -39D AST2"90 DM49AS Oat 90" DM32A5 3at120' 2-7/8" AST25-190 AST25-280 AST25-290 AST25-320 AMS -390 AST25-490 1.325" 0 400" Example: SSA 20 4C DM I 9AS DDBXD 4" AST35-190 AST35-280 AST35-290 AST35-320 AST35-390 AST35-490 . 2650' (2 PECS) VMLfthoriAighMg, I-..... wseeom•ideseleawndpola, aressaies asci edw4na W tads 'Round pd a tap must be 315't1D. nonraua "Fornowid pd—rain Iron)any. --Photometric Diagrams To see complete photometric reports or download .ies files for this product, visit Lithonia Lighting's D -Series Area Size 0 homepage. Isofootcandle plots for the DSXO LED 40C 1000 40K. Distances are in units of mounting height (201. LEGEND 3 3 2 1 0 1 2 3• 4 3 2 1 0 1 2 3/ 5 4 3 2 1 0 1 2 3 4 8 4 3 2 1 0 1 2 3 4 ■ 0.1 fC 4 4 7P 4 4 v 3 8 3 3 ■ Du .5 ft 2 2 2 2 • -9 o 1.0fC c u ��6 u i t q n 1 Nm O a o 4 pig 4 no 4a a 6Z -3 d� a 6N .3 oN Z '_" z u' Z '�' z w <V, ; t 4r s TIS 9 ; T3M r ; T4M HS F T51V1 OFA L/THON/A L/GHT/NG One Lithonia Way • Conyers, Georgia 30012 • Phone: 800.279.8041 • www.fithonia.com O 2011-2017 Acuity Brands Lighting, Inc. Ail rights reserved. DSX0-LED Rev. 06/29/17 Page 2 of 6 Performance Data Lumen Ambient Temperature (LAT) Multipliers Use these factors to determine relative lumen output for average ambient temperatures from 0-40'C (32-1049. 0'C 32'F 1.02 10'C 50'F 1.01 20'C 68'F 1.00 25% 77'F 1.00 30% 86'F 1.00 40% 1041 0.99 Projected LED Lumen Maintenance 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 projected per IESNA TM -21-11). 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. 0 25,000 50,000 100,000 DSXO LED 20C 1000 1 0.98 0.96 0.93 DSXO LED40C 1000 1 0.98 0.95 0.90 DSXO LED 40C 700 1 0.99 0.99 0.99 Electrical Load 120 208 240 277 347 480 530 35 0.34 0.22 0.11 0.20 -- -- 20C 700 45 0.47 028 0.24 0.22 0.18 0.14 1000 72 0.76 0.45 0.39 0.36 0.36 0.26 530 52 0.51 0.31 0.28 0.25 -- -- 30C 700 70 0.72 0.43 0.37 0.34 0.25 0.19 1000 104 1.11 0.64 0.56 0.49 0.47 0.34 530 68 0.71 0.41 0.36 0.33 0.25 0.19 40C 700 91 0.94 OSS 0.48 0.42 0.33 0.24 1000 138 1.45 0.84 0.73 0.64 0.69 0.50 �A L/THON/A w One Lithonia Way • Conyers, Georgia 30012 • Phone: 800.279.8041 • ww.lithonia.com DSXO-LED Rev. 06/29/17 LIGHT/NG ®2011-2017 Acuity Brands Lighting, Inc. All rights reserved. Page 3 of 6 Performance Data Lumen Output Lumen values are from photometric tests performed in accordance with IESNA LM -79-08. Data is considered to be representative of the configurations shown, within the tolerances allowed by Lighting Facts. Contact factory for performance data on any configurations not shown here. 530mik I 35W c) 700 MA 45W LEDs 1000MA I 72W T1S 4,079 US 4,206 T3S 4,104 T3M 4,142 T4M 4,198 f4,135 4,368 4,401 T5M 1 4,408 TSW--T 4,344 RLC 3,071 T5S TSM RCCO I3,798 T1S_ 7,085 T2S 7,305 T2M 7,136 13MBS 7,129 7,194 T4M 7,292 NUMMI' T5M 7,657 0 BI__ 7,545 - 4,380 RLC 5,162 1 LCCO 5,015 1 RCCO 5,015 NUMMI' IMMUM 0_ 0 1117.-t 2,541 - 4,380 1 0 1 125 0 1 120 1 1 0 1 129 0 1 117 _4,516 1 4,413 1 0 1 126 0 1 117 t 4,407 1 0 1� 126 0 1 118 4,447_ 1 0 1 127 0 1 120 4,508 1 0 1 129 0 1 118 1- 4,440 1 0 2 127 0 0 125 4,691 2 0 0 134 0 2 126 4,725 2 0 0 135 0 1 126 4,734 3 0 1 135 0 1 124_ 4,664 3 0 1 133 0 188 3,297 1 0 1 94 0 1 85 3,204 1 0 1 92 0 185 _1 3,204 1 0 1 92 0 1115 _ 5,563 1 0 1 124 0 1 119 5,136 1 0 1 127 0 1 116 5,605 1 0 1 125 0 1 116 5,598 1 0 1 124 0 1 117 5,649 1 0 2 126 0 1 118 5,725 1 0 2 127 0 2__ 117_ 5,640 1 0 11 1 125 0, 0 _ .0 123 5,958 2 - 0 1 0 132 0 0 124 6,00_2 2 0 0 133 - 0_ 1 124_ 6,012 3 0 1 134 0 1 123 5,924 3 0 1 132 0 1 87 4,198 1 0 1 93 0 1 _ 84 4,078 1 0 191 3,179 0 1 84 4,078 1 0 1 91 0 1 98 7,608 2 0 2 106 0 1 101 7,845 2 0 2 109 0 2 99 7,665 2 0 2 106 0 1 99 7,656 _ 2 _ 0 2 106 0 2 100 7,725 2 OF 2 107 0 2 101 7,830 2 0 2 109 0 2 100 7,713 1 0 2 107 0 0 105 8,148 3 0 0 113 0 0 106 ON 2 0 0 114 0 1 106 8,112 3 0 1 114 0 1 105 8,102 3 0 2 113 0 1 72 5,543 1 0 2 77 0 2 70 5,386 1 0 2 75 0 2 70 5,386 1 0 2 75 4,408 1 0_ 1 126 2,541 1 0 1 73 4,544 1 0 1 130 2,589 1 0 1 74 4,440 1 0 1 127 2,539 1 0 1 73 4,435 1 0 1 727 2,558 1 0 1 73 4,475 1 0 1 128 2,583 1 0 1 74 4,536 1 0 1 130 2,570_ 1 0 1 73 4,468 1 0 2 128 _ 2,540 1 0 1 73 4,720 2 0 0 135 2,650 1 0 0 76 4,755 2 0 0 136 2,690 1 0 0 77 4,763 3 0 1 136 2,658 2 0 0 76 4,693 3 0 1 134 2,663 2 0 1 76 3,318 1 0 1 _ 95 3,224 1 0 1 92 3,224 1 0 1_, 92 5,598 1 0 1 124 3,144 11 1 70 5,772 1 0 1�128 3,203 1 0 1 71 5,640 1 0 1 125 1 3,141 1 0 1 70 - 5,633 1 0 1 125 3,165 1 0 1 70 5,684 1 0 2 126 3,196 1 0 1 77 5,761 1 0 2 128 3,179 1 0 1 71 5,675 1 0 2 126 3,143 1 0 1 70 5,995 2 0 0 133 3,278 2 0 0 73 6,039 2 0 0 134 3328 2 0 0 74 6,050 3 0 1 134 3,288 2 .0 1 73 5,961 3 0 1 132 3,295 2 0 1 73 4,224 1 0 1 94 4,104 1 0 1 91 4,104 1 0 1 91 7,656 2 0 2 106 7,894 2 0 2 110 7,713 2 0 2 107 7,704 2 0 2 107 7,773 2 0 2 108 7,879 2 0 2 1 109 7,761 1 0 2 108 8,199 _ 3 0 0 114 8,259 2 0 0 ' 115 8,274 3 0 1_ _1 _115_ 8,153 3 0 2 113 5,578 1 0 1 77 5,419 1 0 2 75 5,419 1 0 2 75 '. L/THON/A One Uthonia Way • Conyers, Georgia 30012 • Phone: 800.279.8041 • www.lithonia.com DSXO-LED Rev. 06/29/17 L/GHT/NG o 2011-2017 Awrty Brands Lighting, Inc. All rights reserved. Page 4 of 6 r Lumen Output Lumen values are from photometric tests performed in accordance with IESNA LM -79-08. Data is considered to be representative of the configurations shown, within the tolerances allowed by Lighting facts. Contact factory for performance data on any configurations not shown here. US T3M T4M 530th 68W WN T5V5 TSS TSM T5W BL( LCCO RCCO TIS T4M (40LEW I 700rnA 916/ SYS T5M T5W SLC WCO T1S US 72M US T3M RM 1000 MA 138W TFTM TSVS T5S TSM TSW BLC to -ROOD f'A LMAWMIA LIA91 MG 7,926 2 ,172 2 7,985 2 7,975 1 8,047 2 8,157 1 $035 1 MU 2 8 550 2 8,565 3 SAO 3 6,142 i 1 5,961 1 5,967 1 10,066 2 111379 2 10,14_1 2 10,129 2 10,221 2 10,359 2 +10,205 2 10,781 3 10,860 3 10,879 3 10,719 3 7,819 1 7,596 1 7,596 1 13,767 2 14,194 2 13,869 2 2 117 8,511 2 0 2 125 8,564 2 0 2 126 4,878 1 0 1 72 2 120 8,775 2 0 2 129 8,830 2 0 2 130 4,969 1 0 1 73 2 117 8,574 2 0 2 126 81628 2 0 2 127 4,874 1 0 1 72 2_ 117 8,564 2 06 8,617 2 0 2+ 127 4,910 1 0 1 : 72 - E- _ 2 118 8,642 2_ 0 2 127 8,696 2 0 2 128 4,958 , 1 0 2 73 2 120 8,759 2 0 2 129 8,813 20 2 130 4,932 1 0 I 2 73 2 118 81A _2 _ 0 2 127 8,682 2 0 2 128 4,876_ 1 0 2 72 0 125 9,115 3 0 0 134 9,172 3 0 0 135 5,086 2 0 0 75 0 126 9,182 3 0 1 135 9,239 3 0 1 136 5,163 2 0 0 76 1 126 9,198 3 0 2 135 9,255 3 0 2 136 5,102 3 0 1 75 2 124 9,063 3 0 2 133 9,120 3 0 2 134 5,112 3 0 1 75 2 90 6,595 1 0 2 97 'i 6,636 1 0 2 98 j 2 88 6,407 1 0-_2_ 94 -T 6,447 1 0 2 95 2 88 6,407 1 0 2 94 6,447 1 0 2 95 2 111 111810 2 0 2 119 10,877 2 0 2 120 6,206 2 0 2 68 2 114 11145 1 0 1 122 11,215 2 0 2 123 6,322 2 0 2 69 2 111 111890 2 0 2 120 10,958 2 0 2 120 6,201 2 0 2 68 2 111 100_7 2 0 2 120 10,945 2 0 2 120 6,247 1 0 2 69 1 112 10,975 2 0 2 121 11,044 2 0 2 121 6,308 2 0 2 69 2 114 11,124 2 0 2 122 11,194 2 0 2 123 6,275 1 0 2 69 2 112 10,958 2 0 3 120 11,027 2 0 3 121 6,203 1 0 2 68 0 118 11,576 3 0 1 127 11,649 3 0 1 128 6,569 2 0 0 72 - 1 119 11,662 3 -01 1 128 11,734-! 3 0 1 129 6569 2 0 0 72 2 120 11,682 3 0 2 128 11,755 3 0 2 129 6,491 3 0 1 71 2 118 11,511 4 0 2 126 11,583 4 0 2 127 6,504 3 0 2 71 2 86 8,3% _ 1 0 2 92 8,448 1 0 2 93 2 83 8,157 1 0 2 90 8,208 1 0 2 90 2 83 8157 1 0 2 90 8,208 1 0 2 90 2 100 14,183 1-_3 0 3 107 14,876- 3 0 t 3j_ 108 2 103 15,242 30 3 110 15,338 3 0 3 111 2 101 14,893 3 0 3 108 14,986 3 0 3 110-9- 2 100 14,875 2 1 0 1 2 108 14,%8 2 0 2' 108 978 2 '', 0 2 101 15,010 3 0 1 3 109 15,104 3 0 3 109 168 2 0 2 103 - 15,214 3 0 3 110 15,309 3 0 - 3 111 956 2 0 3 101 14,987 2 0 3 109 15,080 A 0 3 109 1 0 1 115 15,9 1 i 4 0 1 115 852 3 0 1 1_ _ 108 15,948 3 0 1 1 116 16,048 0 1 116 878 4 660 4 0 21 0 2. 1 108 106 15,916 4 15 742 4 0 0 2 1. 2 116 114 L f 16,076 15,840 4 0! 4 0 2 116 2 115 325 1 0 2 75 11,087 1 0 2 80 11,156 1 0 2 81 D37 _ 2 0 2 73 10,711 2 0 3 78 10,839 2�'�0 3 79 D37 2 0 2 73 10,711 2 0 3 78 10,839 2 1 0 3 79 One Lithonia Way a Conyers, Georgia 30012 • Phone: 800.279.8041 • www.litnonia.com DSXO-LED Rev. 06/29117 0 2011-2017 Acuity Brands Lighting, Inc. All rights reserved. Page 5 of 6 Performance Data 530 MA I 52W 30C 700MA I 7OW (30 LEDs) T1S T2S 72M_ T3S T3M 6,321 !_ 2 6,176 2 6,168 2 6,224 3 6,309 3 6,215 3 TSVS 6,565 2 T5S 6,613 2 T5M _ 6,625 ' 3 T5W 6,528 3 BLC 4,747 2 LCCO 4,612 1 RCCO 4,612 1 T1s 7,786 2 T2S T2M L T3S T3M i T4M W__[ 6,044 T1S T2S T2M T3S T3M TV 1000MA 104W TFTM T5VS 10,648 10,979 10,727 10,714 10,812 10,958 10,795 11,404 _T�5M_ _ _ 11,508 TSW 11,339 BLC _ 7,981 LCCO 7754 RCCO 7754 FEATURES & SPECIFICATIONS 3 3 3 2'0 2 0 3r0 3 0 2 0 110 3 0 3 0 3 0 3 0 30 3 0 3 0 3 0 3 0 3 0 4 0 3 0 1 0 1 0 2 118 6,583 2 2 122 6,787 2 2 119 6,632 3 2 119 6,624 3 3 120 6,684 3 3 121 6,775 3 3 120 6,673 3 0 126 j 7,050 2 0 127 7,102 2 1 127 7,114 3 1 126 $ - 7,010 3 2 91 - i 5,098 2 2 89 4,953 1 2 89 4,953 1 2 111 _ _ 8,361 3 2 115 8,620 3 3 112 8,413 3 3 112 6,413 3 3 113 8,489 3 3 114 8,604 3 3 113 8,476 3 0 119 8,954 3 0 120 9,020 3 1 120 9,036 3 2 118 8,903 1 3 2 86 6,490 3 2 84 6,305 1 2 84 6,305 1 3 102 11,434 3 3 106 11,789 3 3 103 11,519_ 3 3 103 11,505 3 3 104 11,610 4 3 105 11,767 3 3 104 11,592 3 0 110 12,245 3 1 1- 12,33b 3 2 Ill 12,357 4 2 109 12,176 4 3 77 8,570 3 2 75 8326 _ 2 _2_._ 75 _ 8326 2 INTENDED USE The sleek design of the D -Series Size 0 reflects the embedded high performance LED technology. It is ideal for many commercial and municipal applications, such as parking lots, plazas, campuses, and pedestrian areas. CONSTRUCTION Single -piece die-cast aluminum housing has integral heat sink fins to optimize thermal management through conductive and convective cooling. Modular design allows for ease of maintenance and future light engine upgrades. The LED driver is mounted in direct contact with the casting to promote low operating temperature and long life. Housing is completely sealed against moisture and environmental contaminants (IP65). Low EPA (0.95 ftp for optimized pole wind loading. FINISH Exterior parts are protected by a zinc -infused Super Durable TGIC thermoset powder coat finish that provides superior resistance to corrosion and weathering. A tightly controlled multi -stage process ensures a minimum 3 mils thickness for a finish that can withstand extreme climate changes without cracking or peeling. Available in both textured and non -textured finishes. Precision -molded proprietary acrylic lenses are engineered for superior area lighting distribution, uniformity, and pole spacing. Light engines are available in 3000 K, 4000 K or 5000 K (70 CRI) or optional 3000 K (70 minimum CRI) or 5000 K (70 CRI) configurations. The D -Series Size 0 has zero uplight and qualifies as a Nighttime Friendly- product, meaning it is consistent with the LEEDO and Green Globes- criteria for eliminating wasteful uptight. ELECTRICAL Light engine(s) configurations consist of 20, 30 or 40 high -efficacy LEDs mounted to metal -core circuit boards to maximize heat dissipation and promote long life (up to L99/100,000 hours at 25°C). Class 1 electronic drivers are designed to have a power factor >90%, THD <20%, and an $A' LMHOMA LAMAMMG 74 75 74 74 75 75 74 77 78 77 77 68 70 68 expected life of 100,000 hours with <t% failure rate. Easily serviceable 1OkV or 6kV surge protection device meets a minimum Category C Low operation (per ANSI/IEEE C62.41.2). INSTALLATION Included mounting block and integral arm facilitate quick and easy installation. Stainless steel bolts fasten the mounting block securely to poles and walls, enabling the D -Series Sae 0 to withstand up to a 3.0 G vibration load rating per ANSI C136.31. The D -Series Size 0 utilizes the AERISTM series pole drilling pattern (template 1118). Optional terminal block and NEMA photocontrol receptacle are also available. LISTINGS UL Listed for wet locations. Light engines are IP66 rated, luminaire is IP65 rated. Rated for -40'C minimum ambient. U.S. Patent No. D672,492 S. Intematiional patent pending. DesignLights Consortium* (DLC) qualified product. Not all versions of this product may be DLC qualified. Please check the DLC Qualified Products List at www -design Iights o . to confirm which versions are qualified. WARRANTY 5 -year limited warranty. Complete warranty terms located at: wvvvi.acuitybrands.com/CustomerResources/'Terms-and conditions.aspx Nob: 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. One Lfthonia Way • Conyers, Georgia 30012 • Phone: 6(10.279.8041 • www.lithonia.com 0 2011-2017 Acuity Brands Lighting, Inc. All rights reserved. - - DSXO-LED Rev. 06/29/17 Page 6 of 6 0 2 127 6,624 2 0 2 127 3,841 2 0 2 0 2 131 6,830 3 0 3 131 3,912 2 0 2 0 3 128 6,673 3 0 3 128 3,837 2 0 2 0 3 127 6,665 3 0 3 128 3,866 2 0 2 0 3 129 6,726 3 0 3 129 3,904 2 0 2 0 3 130 6,817 �3 0 3 131 3,884 2 0 2 0 3 128 6,715 � 13 0�_ 129 3,839 2 0 2 0 0 136 7,094. 2 0 0. 136 4,005 2 0 0 0 0 137 7,146 2 0 0} 137 4,065 2 0 0 0 1 137 7,159 3 0 1 138 4,017 2 0 1 0 2 135 7,054 3 0 2 136 4,025 3 0 1 0 2 98 5,130 2 0 2 99 0 2 95 4,984 1 0 2 96 0 2 95 4,984 1 0 2 96 0 3 119 8,413 3 0 3 120 4,783 1 2 _ 0 2 0 3 123 8,674 3 0 3 124 4,873 T12- 0 2 0 3 120 8,476 3 0 3 121 4,779 1 2 0 2 0 3 120 8,465 3 03 121 4,815 2 0 2 0 3 121 ` 8,542 3 0' 3 1 122 ; 4,862 _ 3 0 3 0 3 i1 3 0 3 124 4,837 3 0 3_ 0 3 121 8,529 3 0 3 122 4,781 3 0 3 0 0 128 9,010 3 0 0 129 4,988 2 0 0 0 1 129 9,076 3 0 1 1130 5,063 ( 2 1 0 0 0 2 129 9,092 3 0 2 130 5,003 3 0 1 0 2 117 8,959 3 0 2 128 5,013 3 0 1 0 3 93 6,530 3 0 3 93 4 0 2 '_ 04 90 90 6,345 6,345 1 1 0 2 0 2 91 9_1 0 3 110 11,506 3 0 3 111 0 3 113 11,863 3 0 3 114 0 3 111 11,591 3 0 3 111 0 3 111 11577 3 0 3 111 0 4 112 11,682 4 0 4 112 0 3 113 11,841 3 0 3 114 0 3 111 11,664 4 0 4 112 0 1 118 12,322 3 0 1 118 0 1 119 12,413 3 0 1 119 0 2' 119 12,434 4 0 2 120 0 2 117 12,252 4 0 2 1 118 0 3 82 8,624 3 0 3 83 0 2 80 8378 2 0 2 81 0 2 80 8378 2 0 2 81 j INTENDED USE The sleek design of the D -Series Size 0 reflects the embedded high performance LED technology. It is ideal for many commercial and municipal applications, such as parking lots, plazas, campuses, and pedestrian areas. CONSTRUCTION Single -piece die-cast aluminum housing has integral heat sink fins to optimize thermal management through conductive and convective cooling. Modular design allows for ease of maintenance and future light engine upgrades. The LED driver is mounted in direct contact with the casting to promote low operating temperature and long life. Housing is completely sealed against moisture and environmental contaminants (IP65). Low EPA (0.95 ftp for optimized pole wind loading. FINISH Exterior parts are protected by a zinc -infused Super Durable TGIC thermoset powder coat finish that provides superior resistance to corrosion and weathering. A tightly controlled multi -stage process ensures a minimum 3 mils thickness for a finish that can withstand extreme climate changes without cracking or peeling. Available in both textured and non -textured finishes. Precision -molded proprietary acrylic lenses are engineered for superior area lighting distribution, uniformity, and pole spacing. Light engines are available in 3000 K, 4000 K or 5000 K (70 CRI) or optional 3000 K (70 minimum CRI) or 5000 K (70 CRI) configurations. The D -Series Size 0 has zero uplight and qualifies as a Nighttime Friendly- product, meaning it is consistent with the LEEDO and Green Globes- criteria for eliminating wasteful uptight. ELECTRICAL Light engine(s) configurations consist of 20, 30 or 40 high -efficacy LEDs mounted to metal -core circuit boards to maximize heat dissipation and promote long life (up to L99/100,000 hours at 25°C). Class 1 electronic drivers are designed to have a power factor >90%, THD <20%, and an $A' LMHOMA LAMAMMG 74 75 74 74 75 75 74 77 78 77 77 68 70 68 expected life of 100,000 hours with <t% failure rate. Easily serviceable 1OkV or 6kV surge protection device meets a minimum Category C Low operation (per ANSI/IEEE C62.41.2). INSTALLATION Included mounting block and integral arm facilitate quick and easy installation. Stainless steel bolts fasten the mounting block securely to poles and walls, enabling the D -Series Sae 0 to withstand up to a 3.0 G vibration load rating per ANSI C136.31. The D -Series Size 0 utilizes the AERISTM series pole drilling pattern (template 1118). Optional terminal block and NEMA photocontrol receptacle are also available. LISTINGS UL Listed for wet locations. Light engines are IP66 rated, luminaire is IP65 rated. Rated for -40'C minimum ambient. U.S. Patent No. D672,492 S. Intematiional patent pending. DesignLights Consortium* (DLC) qualified product. Not all versions of this product may be DLC qualified. Please check the DLC Qualified Products List at www -design Iights o . to confirm which versions are qualified. WARRANTY 5 -year limited warranty. Complete warranty terms located at: wvvvi.acuitybrands.com/CustomerResources/'Terms-and conditions.aspx Nob: 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. One Lfthonia Way • Conyers, Georgia 30012 • Phone: 6(10.279.8041 • www.lithonia.com 0 2011-2017 Acuity Brands Lighting, Inc. All rights reserved. - - DSXO-LED Rev. 06/29/17 Page 6 of 6 uan 1D Common Name Scientific Name, sin Height Aktth I. CONTRACTOR TO PROVIDE IRRIGATION SYSTEM DESIGN/PLANS FOR REVIEW AND APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. (6) S1 PLATING NOTES • 1. ALL PLANT MATERIAL SHALL COMPLY WITH THE LATEST EDITION OF THE *AMERICAN STANDARD FOR NURSERY STOCK' BY THE AMERICAN ASSOCIATION OR 5" TALL STEEL NURSERYMAN. EDGING 2. ALL PLANTS SHALL BE TRUE TO TYPE, HAVE NORMAL AND WELL DEVELOPED BRANCHES AND HAVE A VIGOROUS AND FIBROUS ROOT SYSTEM. ALL PLATS TREES SHALL ALSO BE FREE OF ANY DEFECTS, DISEASES, SUNSCALD INJURIES, ABRASIONS, INSECT EGGS, BORERS AND ALL FORMS OF INFESTATION. ALL NEW o Z Co DRAWING SCALE PLATS SHALL BE NURSERY GROWN IN SIMILAR CLIMATIC CONDITIONS AS THAT FOUND IN THE PROJECT AREA. \\ C1 (6) S1 3 T1 Autum Ban Maple Acarx Treemarr®'JslM.Recr 3"dlam. BSB 56 36 3 T2 Apollo Maple Acerasccherum'Barred Ccla' 2'dMm. BBB 26 10' 3 T3 Spring Snow Crabapple Melua Sprty Snow WdWn. BBB 26 16 t8 Tt I Black Hills Spruce PTcea 9buy a-1. a, tall BaB 35' 26 MITCHELL COOKAS, ASLA 3" MULCH.DO NOT PUCE MULCH OFFICE: 651-294-0038 IN ONTACT WITH SHRUB STEM CONTACT (13) S1� \ PREPARE SOIL FOR t\y \ THE ENTIRE BED \ 6 t f SHRUBS MIN' SEE PLAN r' -N %� �� EDGE CONDITION VARIES, SEE PLAN EDGING, SEE PLAN \ 126 81 Dwarf Bush Honeyaugde 01 -We blkaa 45 pont 7 7 43 S2 Taunton Yew Tax-mulle Taunfm' e,7 cont 7 9' PERENNIALS 38 P1 I Kad F-ralerG- Cahn Wusftx actldore Wad FonaLNr' e,3 cont 4' 2' y ° 5" TALL1\ 1 STEEL EDGING 9 `�1 3 \ Vy / ^'1 LAWN SOD 43) S2 BUILDING ADDITION 7,050 SF FIFE = 942.80 0 i o° r Qe� a° °Jt\ F \ (16) T4 T1 (ENRAL N� STS 1. CONTRACTOR SHALL INSPECT THE SITE AND BECOME FAMILIAR WITH EXISTING CONDITIONS RELATING TO THE NATURE AND SCOPE OF WORK. STATE LAW: 48 HOURS BEFORE EXCAVA71NG OR 2. CONTRACTOR SHALL VERIFY PIAN LAYOUT AND BRING TO THE ATTENTION OF THE LANDSCAPE ARCHITECT ANY DISCREPANCIES WHICH MAY COMPROMISE THE DEMOLISHING BUILDINGS, CALL 811 FOR FIELD LOCATION DESIGN OR INTENT OF THE LAYOUT. ` OF UNDERGROUND UTILITY LINES. THIS SERVICE LOCATES UTXJTY OWNED LINES BUT NOT PRIVATE LINES. 3. CONTRACTOR SHALL ASSURE COMPLIANCE WITH APPLICABLE CODES AND REGULATIONS GOVERNING THE WORK AND MATERIALS SUPPLIED. THE LOCATIONS OF UNDERGROUND UTILITIES ARE SHOWN 4. CONTRACTOR SHALL PROTECT EXISTING ROADS, CURBS/GUTTERS. WALKWAYS, TREES, LAWNS AND SITE ELEMENTS DURING CONSTRUCTION OPERATIONS. IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN DAMAGE TO SAME SHALL BE REPAIRED AT NO ADDITIONAL COST TO THE OWNER. Know what's below. INDEPENDENTLY VERFED• THE EXACT LOCATION OF ALL Call beforeOU dI . UTILITIES (PUBLIC AND PRIVATE) MUST BE DETERMINED 5. CONTRACTOR SHALL VERIFY ALIGNMENT AND LOCATION OF UNDERGROUND AND ABOVE GRADE UTILITIES AND PROVIDE THE NECESSARY PROTECTION FOR Y S BEFORE COMMENCING WORK' SAME BEFORE CONSTRUCTION BEGINS. S. CONTRACTOR SHALL COORDINATE THE PHASES OF CONSTRUCTION AND PLATING INSTALLATION WITH OTHER CONTRACTORS WORKING ON SITE. N 7. EXISTING CONTOURS, UTILITIES, VEGETATION, CURB/GUTTER AND OTHER ELEMENTS ARE BARED UPON INFORMATION SUPPLIED TO THE LANDSCAPE ARCHITECT BY OTHERS. CONTRACTOR SHALL VERIFY DISCREPANCIES PRIOR TO CONSTRUCTION AND NOTIFY LANDSCAPE ARCHITECT OF SAME. 8. CONTRACTOR SHALL REVIEW THE SITE FOR DEFICIENCIES IN SITE CONDITIONS WHICH MIGHT NEGATIVELY AFFECT PLANT ESTABLISHMENT, SURVIVAL OR WARRANTY. UNDESIRABLE SITE CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO COMMENCEMENT OF WORK. 9. SYMBOLS ON PLAN DRAWING TAKE PRECEDENCE OVER PLANT SCHEDULE IF DISCREPANCIES IN QUANTITIES EXIST (4) S1 10. CONSTRUCTION MATERIALS, STOCKPILES, EQUIPMENT, AND VEHICLES SHALL NOT BE STORED OR OPERATED ON TURF BOULEVARDS. zqO QIWM gl1F W W 11. THE REMOVAL, PRUNING, AND/OR PLANTING OF TREES ON THE PUBLIC BOULEVARD REQUIRES A PERMIT FROM THE CITY FORESTER (651-632-5129). �(3) T2�� RRIGATION NOTES a I. CONTRACTOR TO PROVIDE IRRIGATION SYSTEM DESIGN/PLANS FOR REVIEW AND APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. (6) S1 PLATING NOTES • 1. ALL PLANT MATERIAL SHALL COMPLY WITH THE LATEST EDITION OF THE *AMERICAN STANDARD FOR NURSERY STOCK' BY THE AMERICAN ASSOCIATION OR 5" TALL STEEL NURSERYMAN. EDGING 2. ALL PLANTS SHALL BE TRUE TO TYPE, HAVE NORMAL AND WELL DEVELOPED BRANCHES AND HAVE A VIGOROUS AND FIBROUS ROOT SYSTEM. ALL PLATS 3 x�o�d�g SHALL ALSO BE FREE OF ANY DEFECTS, DISEASES, SUNSCALD INJURIES, ABRASIONS, INSECT EGGS, BORERS AND ALL FORMS OF INFESTATION. ALL NEW o Z Co DRAWING SCALE PLATS SHALL BE NURSERY GROWN IN SIMILAR CLIMATIC CONDITIONS AS THAT FOUND IN THE PROJECT AREA. \\ C1 (6) S1 0 10 20 40 3. STAKE PROPOSED PLANTING LOCATIONS PER PLAN FOR REVIEW AND APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO INSTALL. \t 4. INSTALL PLANT MATERIAL ONCE FINAL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. . O 5. INSTALL PLANT MATERIALS PER PLATING DETAILS INCLUDING A 1:1:1 PLANTING SOIL BLEND OF 1 PART WASHED SAND (MNDOT SPEC. 3149-82), 1 PART (n� ` (IN FEET) COMPOST (MNDOT SPEC. 3890 GRADE 2) AND 1 PART TOPSOIL (MNDOT SPEC. 3877-B). 6. SUBSTITUTION REQUESTS FOR PLANT MATERIAL TYPE & SIZE SHALL BE SUBMITTED TO THE LANDSCAPE ARCHITECT FOR CONSIDERATION PRIOR TO BIDDING. !!ti i ALL SUBSTITUTIONS AFTER BIDDING MUST BE APPROVED BY LANDSCAPE ARCHITECT AND ARE SUBJECT TO CONTRACT ADJUSTMENTS. LAWN 7. ADJUSTMENTS IN LOCATION OF PROPOSED PLANT MATERIALS MAY BE NEEDED IN THE FIELD. LANDSCAPE ARCHITECT MUST BE NOTIFIED PRIOR TO zqO QIWM gl1F W W ADJUSTMENT OF ANY PLANTS. (8) S1 8. APPLY PRE -EMERGENT HERBICIDE (PREEN OR APPROVED EQUAL) AFTER PLANTING INSTALLATION IS COMPLETE IN ALL PLANTING BEDS FOLLOWED BY a SHREDDED HARDWOOD MULCH. cz QFc. 9. INSTALL 3" DEEP SHREDDED HARDWOOD MULCH IN ALL PLANTING BEDS. REMOVE ALL MULCH FROM TOUCHING PLANT STEMS - PLANT STEMS SHOULD NOT X30< Fz>°d'w. BE IN DIRECT CONTACT WITH MULCH. \ 10. THOROUGHLY WATER ALL PLANTS IMMEDIATELY AFTER INSTALLATION IS COMPLETE. THEN WATER PLATS EVERY OTHER DAY FOR THE FIRST THIRTY (30) \ (6) S1 DAYS FOLLOWING THE INSTALLATION. 3 x�o�d�g SOD NOTES 1. BEFORE INSTALLING SOD. DECOMPACT THE DISTURBED SOILS BY RIPPING TO 18 INCHES DEEP WHILE TAKING CARE TO AVOID UTILITES, TREE ROOTS AND o Z Co 1 2. FOR ALL DECOMPACTED AREAS, EVENLY SPREAD A 6" DEEP LAYER OF TOPSOIL BORROW (MNOOT SPEC. 3877-8) AND THEN INSTALL LAWN SOD (MNDOT \ SPEC. 3878) AND SECURE THE SOD IN PLACE USING 5 -INCH LONG BIODEGRADABLE 'U" STAPLES AT MINIMUM 5 STAPLES PER ROLL OF SOD. (6) S1 3. WATER SOD DAILY FOR THE FIRST 30 DAYS AFTER INSTALLATION EXCEPT ON DAYS THAT RECEIVE AT LEAST 0.25 INCHES OF RAINFALL. MAINTENANCE NOTES 1. EVENLY SPREAD PRE -EMERGENT HERBICIDE (PREEN OR APPROVED EQUAL) ACROSS ALL LANDSCAPE BEDS TWO (2) TIMES PER YEAR - SPREAD ONCE J`ti}P' Lei \ '�,•: 2. PLACE ADDITIONAL SHREDDED HARDWOOD MULCH ACROSS ALL PLANTING BEDS ONCE EVERY TWO (2) YEARS - PLACE A 1 -INCH LAYER OF MULCH ABOVE \ EXISTING MULCH TO EVENLY COVER THE PLANTING BEDS. • \ 3. TRIM AND MAINTAIN ALL PLATS/SEED/TURF PER THE PRODUCERS' WRITTEN RECOMMENDATIONS. A 4. IRRIGATE PLANTS AND SOD AS NEEDED TO MAINTAIN HEALTHY CONDITIONS. PREPARE SOIL FOR LANDSCAPE DESIGNER CONTACT \ THE ENTIRE BED \ � + i " MITCHELL COOKAS, ASLA 3" MULCH.DO NOT PUCE MULCH OFFICE: 651-294-0038 IN ONTACT WITH SHRUB STEM CONTACT (13) S1� \ PREPARE SOIL FOR t\y \ THE ENTIRE BED \ 6 t f MULCH. DIT NOT PLACE MULCH IN IN CONTACT WITH PLANT STEM MIN' SEE PLAN r' -N %� �� EDGE CONDITION VARIES, SEE PLAN EDGING, SEE PLAN \ HAVE ROOTS UKUWN LOOSENED SHALL Z _ HAVE ROOTS HAND LOOSENED ro 1:1:1 PLANTING SOIL FOR PERENNIALS \ } - _ i J SCARIFY SIDES AND BOTTOM OF ENTIRE BED WITH SPADE BY HAND TO BIND WITH PLANTING SOIL UNDISTURBED SUBGRADE \ PERENNIAL PLANTING DETAIL NTS \ r O (6) S1 7. ADJUSTMENTS IN LOCATION OF PROPOSED PLANT MATERIALS MAY BE NEEDED IN THE FIELD. LANDSCAPE ARCHITECT MUST BE NOTIFIED PRIOR TO zqO QIWM gl1F W W ADJUSTMENT OF ANY PLANTS. 0 8. APPLY PRE -EMERGENT HERBICIDE (PREEN OR APPROVED EQUAL) AFTER PLANTING INSTALLATION IS COMPLETE IN ALL PLANTING BEDS FOLLOWED BY a SHREDDED HARDWOOD MULCH. (3) T3 9. INSTALL 3" DEEP SHREDDED HARDWOOD MULCH IN ALL PLANTING BEDS. REMOVE ALL MULCH FROM TOUCHING PLANT STEMS - PLANT STEMS SHOULD NOT X30< Fz>°d'w. BE IN DIRECT CONTACT WITH MULCH. \ 10. THOROUGHLY WATER ALL PLANTS IMMEDIATELY AFTER INSTALLATION IS COMPLETE. THEN WATER PLATS EVERY OTHER DAY FOR THE FIRST THIRTY (30) \ (6) S1 DAYS FOLLOWING THE INSTALLATION. 3 x�o�d�g SOD NOTES 1. BEFORE INSTALLING SOD. DECOMPACT THE DISTURBED SOILS BY RIPPING TO 18 INCHES DEEP WHILE TAKING CARE TO AVOID UTILITES, TREE ROOTS AND o Z Co OTHER EXISTING VEGETATION TO REMAIN. 2. FOR ALL DECOMPACTED AREAS, EVENLY SPREAD A 6" DEEP LAYER OF TOPSOIL BORROW (MNOOT SPEC. 3877-8) AND THEN INSTALL LAWN SOD (MNDOT SPEC. 3878) AND SECURE THE SOD IN PLACE USING 5 -INCH LONG BIODEGRADABLE 'U" STAPLES AT MINIMUM 5 STAPLES PER ROLL OF SOD. (6) S1 3. WATER SOD DAILY FOR THE FIRST 30 DAYS AFTER INSTALLATION EXCEPT ON DAYS THAT RECEIVE AT LEAST 0.25 INCHES OF RAINFALL. MAINTENANCE NOTES 1. EVENLY SPREAD PRE -EMERGENT HERBICIDE (PREEN OR APPROVED EQUAL) ACROSS ALL LANDSCAPE BEDS TWO (2) TIMES PER YEAR - SPREAD ONCE J`ti}P' AFrER SNOWMELT (APRIL OR EARLY MAY) AND ONCE MORE IN MID SUMMER (LATE JULY OR EARLY AUGUST). SPREAD THE PREEN BY HAND. \ '�,•: 2. PLACE ADDITIONAL SHREDDED HARDWOOD MULCH ACROSS ALL PLANTING BEDS ONCE EVERY TWO (2) YEARS - PLACE A 1 -INCH LAYER OF MULCH ABOVE \ EXISTING MULCH TO EVENLY COVER THE PLANTING BEDS. • \ 3. TRIM AND MAINTAIN ALL PLATS/SEED/TURF PER THE PRODUCERS' WRITTEN RECOMMENDATIONS. A 4. IRRIGATE PLANTS AND SOD AS NEEDED TO MAINTAIN HEALTHY CONDITIONS. PREPARE SOIL FOR LANDSCAPE DESIGNER CONTACT \ THE ENTIRE BED \ � + i " MITCHELL COOKAS, ASLA 3" MULCH.DO NOT PUCE MULCH OFFICE: 651-294-0038 IN ONTACT WITH SHRUB STEM CONTACT (13) S1� \ t\y OF PRE EMERGENT CELL: 952-451-5733 2 HERBICIDE E-MAIL; mcookos@solutionblue.com \ !AIN -'-� SEE PLAN EDGE CONDITION VARIES, SEE PLAN EDGING, SEE PLAN T. I I CONTAINER GROWN MATERIAL SHALL _ V HAVE ROOTS HAND LOOSENED (1) T1 ! I ��1:1:1 PLATING BLEND FOR SHRUBS 1 MIN. 4" DEEPER THAN ROOT BALL �' T (1 O) S1 / al �-SCARIFY SIDES AND BOTTOM OF ENTIRE BED WITH SPADE BY HAND - \ I TO BIND WITH PLANTING SOIL > ` UNDISTURBED SUBGRADE (37) S1 F 2 -]SHRUB PLANTING DETAIL r 5" TALL STEELC I I NTS NOTE, SHALL BE RESPONSIBLE EDGING' - - 'U FOR MAINTAINING TREES IN A PLUMS POSITIO/ - - 3" ORGANIC MULCH. PERIOD. THROUGHOUT THE WARRANTY DO NOT PLACE MULCH IN CONTACT l EACH TREE SHALL BE PLANTED SUCH WITH TREE TRUNK. THAT THE ROOT FLARE IS VISIBLE AT / THE TOP OF THE ROOT BALL, IF THE SAU/ 4" BUILT-UP EARTH ER BEYOND ROOT FLARE IS NOT VISIBLE, THE SOIL / / . vl' EDGE OF ROOT BALL FROM THE TBE HE E OTVEED I TO EEL MANNER AN ER /FIRST MAIN ORDER ROOT DIA. OR LARGER THE VARIES, SEE PLAN ) EDGE CONDITION EMERGES FROM THE TRUNK. SET MAIN / - / - 30" ADJACENT GRADE. DER R RADE. DOT HIGHER NOT COVER TOP RADIUS OF ROOT BALL WITH SOIL. COMPACT PLANTING SOIL TO 5' DIAMETER MULCH RING PROTECT EXISTING TREES 85 PERCENT OF MAXIMUM - 3 x A (MIN.) DRY UNIT WEIGHT TO REMAIN, SEE PLAN C1. ACCORDING i0 ASTM D 696 A ---�- SCARIFY SIDES OF TREE PIT _ WITH SPADE BY HAND TO REMOVE BURLAP, BIND WITH PREPARED SOIL TWINE, ROPE AND- - i' _- 1:1:1 PLANTING BLEND / OF FROM TOP J n,/ \ HALF OF ROOT BALL / e / UNDISTURBED SUBGRADE- I TAMP SOIL AROUND ROOT BALL BASE DIG PLANTING PIT 4" TO 6"J FIRMLY WITH FOOT PRESSURE SO LEGEND DEEPER THAN ROOT BALL THAT ROOT BALL DOES NOT SHIFT PLACE ROOT BALL ON v / 5" TALL STEEL EDGING UNDISTURBED OR COMPACTED SOIL AREAS TO BE DECOMPACTED AND 1 3 1 TREE PLANTING DETAIL / RECEIVE 6" OF TOPSOIL AND SOD I J NTS Z zqO QIWM gl1F W W flWF<- a N NpZ WD2 m r a <pWIrV0 Z X30< Fz>°d'w. it Ox n ' �O0 3 x�o�d�g � o Z Z ^� CL X W Ul _Z CL aQTn Q Z o Z Co Z Z Z GoGo Q O U W Co /� V i • PROVIDEA GFCI RECEPTICLE OUTLET * +O LOl HANDHOLE NTH IN -USE METAL COVER V ' +0 O BUSH CONDUIT PROJECT ANCHOR BOLTS PER '10.1 0 • 1 b.t b.0 b.o + 1 MANUFACTURE RECOMMENDATION ABOVE 0.0 TOP OF BASE. PROVIDE DOUBLE NUTS CI 1,2, b.z b.z b.z b.i b.o BASE COVER FOR LEVELING (ONE ABOVE AND BELOW BASE FLANGE) ALL HARDWARE TO BE 10.3 0.O CONNECT GROUND TO GALVANIZED. GROUT VOID BETWEEN BASE POLE BASE WITH A UL FLANGE AND TOP OF CONCRETE AND +0 2 5.6 b.5 O.a 5.4 b,4 6.3 5.1 +0.1 LISTED CONNECTOR HAND FINISH. PROVIDE COTTON WEEPS AT BASE TO DRAIN MOISTURE OUT OF " CHAMFERED POLE INTERIOR. b21 b.c i.o b.e b.s b.6 b.6 b.7 5.4 b.l 1 .i PARKING LOT CURB i +O 3000 LD CLASS A S 1 1.1 0.9 l.z b.e b.e b.9 I.0 i.l 1.1 b.4 0 . 2 (BY OTHERS) REIN OR ED CONCRETE BAS+0.1i CONTRACTOR. 10.2 0 2 PROVIDE ANCHOR BOLT t.2 i.o 1.5 '1.0i.9 i.7 1.1 i.a i.z 1.3 1.4 i.4 i.s b.s 0, 2 �i AAt Bet 10.3 cruDE _ *0 0.8 1!.111.9 1.7 MH:•1tl i.n i.4 i.6 i.c L7 i.t i. VIM: 23b,4 - -PROVIDE EMPTY 0.3 SECURITY CAMERA �A3 t.2 #8 BARE CU _ CONDUfT(S). REFER TO 3'-6" +0,3 1.2 l.e ;. s(/F�H: 14 i.o b.6 1.6 i.7 i.5 1.7 i.9 1.9 i.o b.6 GROUND WIRE PLANS FOR QUANTITY OF CONDUITS AND SIZE. 6'-0" +0�• 3 +0.2 NOTE, REFER TO PLANS o.e i.9 1.6 i.2 "` b.6 b.g- i.z 1.3 i.6 2.o i.1 1.9 i.4 0.7 VERIFY BOLT CIRCLEL FOR CONDUIT AND t.4 ! • 2 REQUIREMENTS WITH I�� U SHOP DRAWINGS. CONDUCTOR SIZE. t.5 i.s i.9 as ' �, ` i.2 i.3 1.2 1.e i.0 z.2 z.z 4.o 1.0 b.3 b•2 k•1 1.9 0 a i,e 's.1 i.3 i.z i.z 2.0 1.9 b.e 3 GROUND x 1OD T - 4 #5 REBARS GROUND ROD "C y, AAtz' 6" BELOW GRADE. +0 , 2 (< #2 TIE RODS +0.2 b.e i.7 4 ;14 � MH314 1.6 sz.0 s.3 4.2 2.2 i.1 '2,0 A Be, 0.3 FOR GROUND WIRE 202" PVC COND IT" ROUND BASE. �pMH t.2 b.7 i.0 .7 `i.5 1.6 7 i.7 i.9 1.9 11.9 i.9 4.o 1.1 0' 3 TYPE BB1 POLE BASE DETAIL 2 NO SCALE 0.3 +0.3 ' 03.�A7 4'.5 1.9 1.8 1.7 1.9 1.9 1.7 1.5 b.5 �+• V MH: 14 4� 0.3b, L 4 4.0 4.1 i.8 1.6 1.6 1.8 i.7 1.6 i.o '0.4 2 +0'9 i•5 :i4..' ,.....i.6 4.o 11.8 1.1 i.s 1.6 1.7 1.6 1.4 5.6 0.1 ".5 1.2 y �� AAt 74 1 1 1 .6 1.1 .3 l.s .6 1.7 1.6 1.3 0.4+0'2 +0 • 4 b,e b.4 b.e i.s i.l 1.0 b.7 1.0 i.l 1.4 1.7 1.7 i.e b.9bt' 2 t +0.30.2 b.b b.5 b.] 0.9 1.7 7.¢� 14 0.4 0.3 0.3 0.6 1.1 1.6 i.] 1.901.%81 0.3 MH: 23 10-1.3 a O • 8.7 0.3 b.4 b.s 1.1 1.4i.l 0.3 -.b.3 -b.3 b.6 1.1 1.6 1.7 1.7 1.5 b.3 b.30 . 1 NZ 0.1 b.2 b.3 b.s 5.8 b.9 b.5 Qjlg} 1q 1.4 0.8 b.3 b.7 b.e 1.1 1.6 in i.s 1.1 b.3 b.1 0' 0 . 1 b.2 b.4 1.0 1.3 b.6 1.1 1.4 l.e 1.9 1.2 1.0 X1.1 1.1 1.1 1.3 1.6 1.6 1.4 1.0 b.2 b.l �' 0 0 . 11.1 b.3 b.8 i.l 1.1 1.6 p aM AA!;4 1.6 1.7 1.6 0.9 1.1 1.2 1.3 1.4 1.5 --1.4 1.3 1.1 b.7 b.l b.0 O • O MH 14 t.0 . 0 t.1 b.2 0.4 0.6 0.8 1.9 �.2 1.2 "2.0 2.7 '2.0 '2.2 1.9 1.4 i.3 1.5 1.6 1:5 1.5. 1.3 b.9 0.6 0.5 0.0 +0.1 0.2 b.4 b.5 b.9 1.2 b.9 1.0 1.9 1,9 1.7 1.9 1.6 L.5 1.5 1.6' 1.6 1..6 1.4 b.7 0.4 0.4 10.3 0.3 0.2 0 . lb.l 0.3 b.5 b.9 0.9 0.6 1.5 "2.0 1.9 1.8 1.6 1.1 1.3 1.4 i,5 1.y� 9B1 10.2 b.6 b.3 t.2 #, MH: 23 O • 2 U . 1 b.l b.3 b.6 b.7 b.7 1.3 1.9 1.e 1.8 1.3 b.9 i.l 1.2 -1.4 1.4 b.6 t.2 O.bll b.2 b.3 b.4 b.7 1.3 1.7 1.9 i.o b.8 b.7. b.8 b.e b.s b.3 +0.2 0.2 O,Ob.1 b.2 b.5 b.9 1.4 1.6 11.8JQ�t.9018.6 'a.s b.3 0.1 +0.1 MH: 23 e +0.1 b.2 b.6 1.0 1.3 1.4 i,7 0.9 b.4 b.z 0.1 0.1 +0,71.3 b.5 b.9 1.1 1.2 b.9 b.3 b.2 +0.1 0 G.1 e +p•35.4 5.6 b.9 b.e 5.3 of +0. 1 �� 0.3 b.4 b.5 5,4 0.1 G0 +0.0 0. Y•2 b.3 0.1 0.1 +0.1 t;{ Luminake Schedule . 0 Symbol Qty Label LLF Deecdpdon dAA1 0.900 MRW LED 21OA700 40K SR4 MVOLT 1 AA2 0.900 MRW LED 1 1OA700 40K SR2 MVOLT 2 AA3 0.900 MRW LED 2 IOA700_40K SR2 MVOLT 5 BBI 0.900 DSXO LED 20C 1WO 40K T35 MVOLT HIS Cekuladon Summary Jabal Ca14/Type Units I Avg Max Min I AvgNitl M4ouMln BOUNDRYCALCULATION9sadrlance Fc 0.17 0.5 0.0 NA. N.A. INTERIOR CALCULATION 81atdnal4e I Fc 11.20 4.0 0.0 1 N.A. N.A. PHOTDOMETRIC PLAN j-'111 interiors architecture 7001 France Aveme Soum, Surte 200 Edna. MBneeota 55435 952-893-9020 tax 952.893-9299 Protect Information BONGARDS'EXPANSION BONGARDS'CREAMERY 8330 COMMERCE DRIVE CHANHASSEN,MN KNB ERS 1935 WEST COUNTY ROAD B2. SUNElb a ST. PAUL, MN 55113 85IM33-1223 LKPB.com I hereby a d(y tlal th r under 6myc lir adon, or reportand amprepared by me or under my erred la- of t e and am a duty Lkensad Engineer under dkI laws of me Etat. of Pnhred Name signers Ogre LbN Issue Record Sheet Title PHOTOMETRIC PLAN Sheet InIbnnation Job Code 2016.153.00 Drawn By TVB Reviewed By THJ Date 06129,2017 E S 1 . 2 FREEZER I / 11'-0kT8 I i I i L—� PILOT OffICE \ 10'-0ktafi I l I PLANT COOLED I � ENCLOSURE 11,0'04' a EXISTING LW0AIq NG DOCK, OFFICE f NEW ENCLb RE 1a-0k1a-0' I i-- --I X-YNEWBUILDINGCONSTRUCTION ` I I I i OFFICE 1aak+aa := WAREHOUSE ELEV. 4 ."---- 201 NEW BUIIDNGCCNSTRUCTION 8. COLLAR. II II II 11 11 II II II II II 11 It II II It II II II VISITOR ueoe d%6 exe I a WAITING PEN AREA OCE BRANDNGi OFFICE FEATURE WALL II 11 II II OFFICE IIT7<8' Tx5 II IITm' 770' II 1 II II II I 11 OFFICE T-e'xe'-0• II II II — 1 1 OFFICE OFFICELi 'OP'y1 1M'AVU 12-0•x11'a �F---'i WDRioOFFICE e'qcii'0' 9-0`[I1'Q STAIR 11 rEXISTING BUILDING I\ I I I I BUILDING GROSS SQ, FT. EXISTING : 9,030 SQ.FT NEW ADDITION LEVEL 1:6,665 SQ.FT. VEL 01 NEW ADDITION LEVEL 2:6,405 SQ.FT. ULb'ir ail interiors architecture 7001 Furca Aw m Soulh. Suitt 200 Edna, Mtlnesota SS435 952193-9020 tax 962-8939299 vrvwbdtyourq.— Project In/wm mon BONGARDS' EXPANSION BONGARDS'CREAMERY 8330 COMMERCE DRIVE CHANHASSEN, MN Issue Record Sheet Title PRELIMINARY FIRST FLOOR PLAN Sheet 6Xlormalion N Job Code BONGARDS ® Drawn By KMF Reviewed By MWO/PG Date 06.30.17 PZ 1.01 _ EXISTING I l TRASH t LOADING l ENCLOSURE EXISTING LW0AIq NG DOCK, f NEW ENCLb RE L J X-YNEWBUILDINGCONSTRUCTION ` 201 NEW BUIIDNGCCNSTRUCTION 8. COLLAR. II II II 11 11 II II II II II 11 It II II It II II II VISITOR ueoe d%6 exe I a WAITING PEN AREA OCE BRANDNGi OFFICE FEATURE WALL II 11 II II OFFICE IIT7<8' Tx5 II IITm' 770' II 1 II II II I 11 OFFICE T-e'xe'-0• II II II — 1 1 OFFICE OFFICELi 'OP'y1 1M'AVU 12-0•x11'a �F---'i WDRioOFFICE e'qcii'0' 9-0`[I1'Q STAIR 11 rEXISTING BUILDING I\ I I I I BUILDING GROSS SQ, FT. EXISTING : 9,030 SQ.FT NEW ADDITION LEVEL 1:6,665 SQ.FT. VEL 01 NEW ADDITION LEVEL 2:6,405 SQ.FT. ULb'ir ail interiors architecture 7001 Furca Aw m Soulh. Suitt 200 Edna, Mtlnesota SS435 952193-9020 tax 962-8939299 vrvwbdtyourq.— Project In/wm mon BONGARDS' EXPANSION BONGARDS'CREAMERY 8330 COMMERCE DRIVE CHANHASSEN, MN Issue Record Sheet Title PRELIMINARY FIRST FLOOR PLAN Sheet 6Xlormalion N Job Code BONGARDS ® Drawn By KMF Reviewed By MWO/PG Date 06.30.17 PZ 1.01 b� r©RO I" i EXISTING BUILDING ROOF I BUILDING GROSS SQ. FT. EXISTING : 9,030 SQ.FT NEW ADDITION LEVEL 1:6,665 SQ.FT. SPACE PLAN LEVEL 02 NEWADDITION LEVEL 2:6,405SQ.FT. GENERAL NOTES - SPRINKLER/FIRE PROTECTION I. ALL SHUNIQERIFIRE PROTECTION WORX TO BE PERFORMEDON A DESIGN-BURD BASIS. 2 ALL PIPING, CONDUIT, ETC. MUST BE ANCHORED TO DECK 3. SPRINKLER DESION' BURR CONTRACTOR TO REVISE EXISTING SRW ER SYSTEM TO ACCOMMODATE LAYOUT IN CONFORMANCE WITH CURRENT CODES. 4. SPRINKLER HEADS TO MATCH BUILDING STANDARD. 5. EXTEND AND MODIFY BUILDING FIRE PROTECTION SYSTEM AS REQUIRED BY CODE AND NEW CONSTRUCTION. S. EXTEND AND MODIFY ANY EXISTING FIRE ALARMS, STROBES, ETC M TENANT SPACES AS REQUIRED BY REMODELING. 1 1 1 i interiors I architecture 7001 Fm Aw South, Suft 290 Edna Minnesou 55135 9U493-9020 fax 952-0939299 '.bd young— Project informat/on BONGARDS' EXPANSION BONGARDS'CREAMERY 8330 COMMERCE DRIVE CHANHASSEN,MN Issue Record Sheet Title PRELIMINARY SECOND FLOOR PLAN Sheet IntonnaUon //N Job Code BONGARDS Drawn By KMF Reviewed By MWO/PG Date 06M.17 PZ1.02 PA.... -- -- _..---.. y3T �1 PARKINGCALC - SECOND FLOOR 2 v3r=r3, PARKING CALCULATIONS PARKING COUNT (OFFICE) �1111`11E WARENOUSEI RESEARCH OFFICE STORAGE /TESTING 3383 8841 g in g, 1,022 SF RESEARGHITEsrRG �RESEARCFIITESTING NAVE _ USF PARKWGCGUNT Jif � I 22505E 5' \I TO 10,000 SQUARE FEET AND ONE ADDITIONAL OFFICE 1,117 SF WAREHOUSE/ WAREHOUSEISTORAGE ZSMSF 3 STORAGE TOTAL 13,931 SF 53 939 SF THAT THE NUMBER OF EMPLOYEES IN THE WAREHOUSE OR STORAGE AREA WILL REQUIRE �1 PARKINGCALC - SECOND FLOOR 2 v3r=r3, PARKING CALCULATIONS PARKING COUNT (OFFICE) �1111`11E NNE USF FAWINGCOUNT ❑OFFICE Q855 SF 0.5 N PARKING COUNT (RESEARCH /TESTING) RESEARGHITEsrRG �RESEARCFIITESTING NAVE _ USF PARKWGCGUNT I 22505E 5' ❑WAREHWSS STORAGE TO 10,000 SQUARE FEET AND ONE ADDITIONAL PARKING COUNT (STORAGE t WAREHOUSE) NAME USFPARKING COUNT WAREHOUSEISTORAGE ZSMSF 3 TOTAL 13,931 SF 53 I'I,il)If *3 OFFICE BUILDINGS (ADMINISTRATIVE, BUSINESS OR PROFESSIONAL) -BUILDINGS UNDER 49,999 SQUARE FEET, FIVE STALLS PER 1,000 SQUARE FEET GROSS FLOOR AREA; BUILDINGS FROM 50,000 TO 99,999 SQUARE FEET, FOUR STALLS PER 1,000 SQUARE FEET GROSS FLOOR AREA; AND BUILDINGS OVER 100,000 SQUARE FEET, THREE STALLS PER 1,000 SQUARE FEET GROSS FLOOR AREA. BUILDING AREA SQUARE FOOTAGES SHALL EXCLUDE COMMON AREAS SUCH AS RECEPTION AREAS, CAFETERIAS, HALLWAYS, ETC. IN CALCULATING THE PARKING REQUIREMENTS FOR AN OFFICE BUILDING. 11'11 interiors architecture 7001 Frans Avenue Emir, Suite 200 Edna, Mltnemta 55935 952.893-9020 fax 952-893-9299 www.Why—g— Project Information BONGARDS' EXPANSION BONGARDS'CREAMERY 8330 COMMERCE DRIVE CHANHASSEN,MN Issue Record RESEARCH, EXPERIMENTAL OR TESTING STATIONS -ONE PARKING SPACE FOR EACH 500 SQUARE FEET OF GROSS FLOOR AREA N WITHIN THE BUILDING, WHICHEVER IS GREATER I STORAGE, WHOLESALE, OR WAREHOUSE ESTABLISHMENTS -ONE SPACE FOR EACH 1,000 SQUARE FEET OF GROSS FLOOR AREA UP TO 10,000 SQUARE FEET AND ONE ADDITIONAL SPACE FOR EACH ADDITIONAL 2,000 SQUARE FEET, PLUS ONE SPACE FOR EACH COMPANY VEHICLE OPERATING FROM THE PREMISES. IF IT CAN BE DEMONSTRATED BY THE APPLICANT THAT THE NUMBER OF EMPLOYEES IN THE WAREHOUSE OR STORAGE AREA WILL REQUIRE LESS THAN THE REQUIRED NUMBER OF SPACES, AND IF THE APPLICANT SHALL SUBMIT A LETTER TO THE CITY ASSURING THAT IF THERE IS TO BE ANY INCREASE IN EMPLOYEES, THE APPLICANT AGREES TO PROVIDE ADDITIONAL PARKING AREA, THE CITY MAY PARKING CALCULATIONS APPROVE A LESSER NUMBER OF PARKING SPACES. ❑OFFICE ❑ RESEARCH/TESTING ❑ WAREHOUSH STORAGE 11'11 interiors architecture 7001 Frans Avenue Emir, Suite 200 Edna, Mltnemta 55935 952.893-9020 fax 952-893-9299 www.Why—g— Project Information BONGARDS' EXPANSION BONGARDS'CREAMERY 8330 COMMERCE DRIVE CHANHASSEN,MN Issue Record Sheet Title PARKING CALCULATIONS Sheet Intonnation N Joh Cale BONGARDS I Drawn By KMF Reviewed By MWO/PG Date 30.17 PZ1.03 EXTERIOR ELEVATION CORRIGATED METAL ROOF SCREEN FUTURE TENANT SIGNAGE AREA TO BE 45 SF PRE-FIMSIfD KETAL PARAPET CAP FLASHING ANDDIZEDALUMNUM THERMALLYBROKEN GLAZING FARES WffH LOW{ INSULATED GLASS ANODIZED COMPOSITE METALPANEL EIFS HORIZONTAL WOOD IPE SIDING ANODIZED ALUMNUM THERMALLY BROKEN GLAZING FRAMES WITH LOW -E INSULATED GLASS PRE -COLORED, PRECAST COMNUOUS SILL PERSPECTIVE B ENTRY -- „z -D1 1 III 1 ill F11 I interiors I architecture loot Frans Aw South, Suns 200 Edna, Mkwm to 54435 952.893-9020 Tax 9528919299 Ibdlyoung.can Project thlonnation BONGARDS' EXPANSION BONGARDS'CREAMERY 8330 COMMERCE DRIVE CHANHASSEN, MN Issue Record Sheet Title PRELIMINARY EXTERIOR ELEVAITONS Sheet information Job Code BONGARDS Drawn By KMF Reviewed By MWO/PG Date 06.30.17 PZ6.01 PRE PAR) ANO THEE GW LOW FUR ARE) EFS COM PANE PRE+ CONI i1 EXTERIOR ELEVATION Co SO PRI PAI EIF NE% LOi PRE cot wUAr eu nelx Irtr.A� EEN FiMSHEDMETAL WET CAP FLASHING DIZED ALUMINUM WALLYBRD103, !NG FRAMES WTIH E INSULATED GLASS ._ COLORED F,E•CAST CONTNUOUSSILL 0 P:RAPET ROOF 129-s `- EXTERIOR ELEVATION ,,�• rtr CORRIGATED METAL ROOF SCREEN PRE -FINISHED METAL — PARAPET CAP FLASHNG— .__ __ ANODIZED ALUMINUM —� THERMALLY BROKEN GLAZING FRAMES WITH LOW-E INSULATED GLASS � , I ' EFS CK A BUILDNGAT LOADING DOCK yypy PW-COLORW, PRE -CAST CONTINUOUSSIU. — ,1 EXTERIOR ELEVATION BiSTMIG BUWNG --- ('\ interiors : architecture TW, Fn Aw Souh, EURs2W Ed-. Miwe�oh 55435 952-6939020 fax 952.893.9299 +mwbdhy_5.tom Project Information BONGARDSEXPANSION BONGARDS'CREAMERY 8330 COMMERCE DRIVE CHANHASSEN, MN �J O issue Record Sheet Title PRELIMINARY EXTERIOR ELEVATIONS Sheet Information Job Code BONGARDS Drawn By KMF Reviewed By MWO/PG Date 30.17 PZ6.02 CHANHASSEN BUSINESS CENTER (PUD 91-4) DEVELOPMENT STANDARDS Adopted 2/8/93 Amended 8/10/09 a. Intent Amended 5/10/10 The purpose of this zone is to create a PUD light industrial/office park. The use of the PUD zone is to allow for more flexible design standards while creating a higher quality and more sensitive proposal. All utilities are required to be placed underground. Each lot proposed for development shall proceed through site plan review based on the development standards outlined below. Except as specifically provided herein, the subject property is subject to the requirements of the IOP, Industrial Office Park District, zoning district, and the City Code supplemental and off street parking requirements as may be amended. (8/10/09) b. Permitted Uses The permitted uses in this zone should be limited to light industrial, warehousing, and office as defined below. The uses shall be limited to those as defined herein. If there is a question as to the whether or not a use meets the definition, the City Council shall make that interpretation. 1. Light Industrial. The manufacturing, compounding, processing, assembling, packaging, or testing of goods or equipment or research activities entirely within an enclosed structure, with no outside storage. There shall be negligible impact upon the surrounding environment by noise, vibration, smoke, dust or pollutants. 2. Warehousing. Means the commercial storage of merchandise and personal property. 3. Office. Professional and business office, non -retail activity. c. Setbacks In the PUD standards, there is the requirement for landscape buffering in addition to building and parking setbacks. The landscape buffer on Audubon Road is 50 feet, south of Lake Drive and 100 feet along the southern property line. The PUD zone requires a building to be setback 50 feet from the required landscape buffer and public right-of-ways. There is no minimum requirement for setbacks on interior lot lines. The following setbacks shall apply: Building Parking Audubon Road Buffer & Setback 50' plus 50' S0' plus 10' South Property Line & Setback 100" plus 50' 100' plus 10' Front & Rear ROW on Lake Drive 25' 15' Interior Side Lot Line 10' 10' Railroad Right of Way 30' 30' Audubon Road north of Lake Drive 50' 20' d. Development Standards Tabulation Box Existing Developed Sites Block Lot # Lot Acres Bldg Sq. Ft. Bldg Coverage Impervious 1 1 2.00 5,500 6.3% 45% (47.7% on 4/16/14) 2 1 10.00 22,000 5.1% 16% Subtotal 12.00 27,500 avg.5.7% avg.30.5% Chanhassen Business Center 4t" and 5th Additions (Outlot D) Lot # Lot Size - Acres Building Sq. Ft. Building Impervious Coverage Lot 1, Block 1, 2.66 57,000 29% 60% CBC 4th Lot 1, Block 1, 1.91 19,100 23% 55% CBC 5th Add. Lot 2, Block 1, 2.93 24,900 20% 65% CBC 5th Add. Subtotal 7.5 101,000 avg.27% avg.60% (8/10/09) Third Addition (Outlot A) Lot # Lot Size - Acres Building Sq. Ft. Building Coverage Impervious 1 5.95 30,000 12% 30% 2 6.13 36,000 13% 35% 3 6.14 69,000 26% 67% 4 5.47 75,000 31% 79% 5 5.39 75,000 31% 78% Road 2.82 27,000 23% 59% Subtotal 31.90 283,000 avg.22.6 avg. 58.5 Chanhassen Business Center Second Addition Lot # Lot Size - Acres Building Sq. Ft. Building Coverage Impervious 1 3.56 40,000 26% 67% 2 1.55 17,000 26% 65% 3 1.81 19,000 24% 63% 4 2.68 34,000 29% 76% 5 2.42 29,000 28% 72% 6 2.74 27,000 23% 59% 7 2.16 26,000 28% 72% Road 1.60 67% Subtotal 18.52 192,000 26% 68% TOTAL �7 93.02 603,500 23% 60% The average hard surface coverage does not include Outlot A. The PUD standard for hard surface coverage is 70% for office and industrial uses. The proposed development meets this standard with an average of 62% hard surface coverage. Building Square Footage Breakdown Office 20% 120,700 sq. ft. Manufacturing 25% 150,875 sq. ft. Warehouse 54.09% 326,425 sq. ft. Church 0.91% 5,500 sq. ft. Total 100% 603,500 sq. ft. e. Building Materials and Design 1. The PUD requires that the development demonstrate a higher quality of architectural standards and site design. All mechanical equipment shall be screened with material compatible to the building. 2. All materials shall be of high quality and durable. Masonry material shall be used. Color shall be introduced through colored block or panels and not painted block. 3. Brick may be used and must be approved to assure uniformity. 4. Block shall have a weathered face or be polished, fluted, or broken face. 5. Concrete may be poured in place, tilt -up or pre -cast, and shall be finished in stone, textured or coated. 6. Metal siding will not be approved except as support material to one of the above materials or curtain wall on office components or, as trim or as HVAC screen. 7. All accessory structures shall be designed to be compatible with the primary structure. 8. All roof mounted equipment shall be screened by walls of compatible appearing material. Wood screen fences are prohibited. All exterior process machinery, tanks, etc., are to be fully screened by compatible materials. 9. The use of large unadorned, prestressed concrete panels and concrete block shall be prohibited. Acceptable materials will incorporate textured surfaces, exposed aggregate and/or other patterning. All walls shall be given added architectural interest through building design or appropriate landscaping. 10. Space for recycling shall be provided in the interior of all principal structures for all developments in the Business Center. V. L Site Landscaping and Screening 1. All buffer landscaping, including boulevard landscaping, included in Phase I area to be installed when the grading of the phase is completed. This may well result in landscaping being required ahead of individual site plan approvals but we believe the buffer yard and plantings, in particular, need to be established immediately. In addition, to adhere to the higher quality of development as spelled out in the PUD zone, all loading areas shall be screened. Each lot for development shall submit a separate landscaping plan as a part of the site plan review process. 2. All open spaces and non -parking lot surfaces shall be landscaped, rockscaped, or covered with plantings and/or lawn material. 3. Storage of material outdoors is prohibited unless it has been approved under site plan review. All approved outdoor storage must be screened with masonry fences and/or landscaping. The master landscape plan for the CBC PUD shall be the design guide for all of the specific site landscape developments. Each lot must present a landscape plan for approval with the site plan review process. 4. Undulating or angular berms 3' to 4' in height, south of Lake Drive along Audubon Road shall be sodded or seeded at the conclusion of Phase I grading and utility construction. The required buffer landscaping may be installed incrementally, but it shall be required where it is deemed necessary to screen any proposed development. All required boulevard landscaping shall be sodded. 5. Loading areas shall be screened from public right-of-ways. Wing wall may be required where deemed appropriate. g. Signage All freestanding signs be limited to monument signs. The sign shall not exceed eighty (80) square feet in sign display area nor be greater than eight (8) feet in height. The sign treatment is an element of the architecture and thus should reflect with the quality of the development. The signs should be consistent in color, size, and material throughout the development. The applicant should submit a sign package for staff review. 2. Each property shall be allowed one monument sign located near the driveway into the private site. All signs require a separate permit. 3. The signage will have consistency throughout the development. A common theme will be introduced at the development's entrance monument and will be used throughout. 4. Consistency in signage shall relate to color, size, materials, and heights. h. Lighting 1. Lighting for the interior of the business center should be consistent throughout the development. The applicant's proposal is consistent with the lighting standards for the PUD ordinance. The plans do not provide for street lighting. As with previous industrial parks/roadways, the City has required the developer to install street lights throughout the street system. The street lights should be designed consistent with the existing lighting along Audubon Road. 2. A decorative, shoe box fixture (as specified by City Code) with a square ornamental pole shall be used throughout the development area for area lighting. 3. Lighting equipment similar to what is mounted in the public street right-of-ways shall be used in the private areas. 4. All light fixtures shall be shielded. Light level for site lighting shall be no more than 1/2 candle at the property line. This does not apply to street lighting. x� Ww,=. aus " RHOCx .� n,nat e KW UtUx CSixTC5 tft ADMIOy �a+ t /NIA88EN� / R t l 1'J�_ I WROI �t 4 I 11L CHANHASSEN 1I iii L r Third , q ADDITION i L i .yam«._.. N M. i � LLOCx S,.�N4' ',�f✓.� �l p's' �•.VT'g1• MNIHAi5f�2 tiVSYTS CCM)fl 1 BLOC." f 9LOIx / *,v �f.'EfJTBi' IlI51tEi9� ! r, SLUTT CKEK CST0ES IST aOOr GAPLAN\2009 Planning Cases\09-08 Chanhassen Business Center PUD Amendment & Subdlvlslon\UHANHANNtSN tivauNtNN ULN t LK DESIGN STANDARDS.doc 16 ffi Vy p2ag }s M. � LLOCx S,.�N4' ',�f✓.� �l � JJ ��i Add./,'f JJ/ " 01!1 CENTER ! r, cuxu�rsscu I SLUTT CKEK CST0ES IST aOOr GAPLAN\2009 Planning Cases\09-08 Chanhassen Business Center PUD Amendment & Subdlvlslon\UHANHANNtSN tivauNtNN ULN t LK DESIGN STANDARDS.doc 16 ffi Vy p2ag }s CITY OF CHANHASSEN AFFIDAVIT OF MAILING NOTICE STATE OF MINNESOTA) ) ss. COUNTY OF CARVER ) I, Kim T. Meuwissen, being first duly sworn, on oath deposes that she is and was on July 20, 2017, the duly qualified and acting Deputy Clerk of the City of Chanhassen, Minnesota; that on said date she caused to be mailed a copy of the attached notice of request for Site Plan review for a 7,050 square foot, two-story addition at property located at 8330 Commerce Drive for 1.8 Acres of land zoned Planned Unit Development (PUD). Applicant/Owner: Bongards to the persons named on attached Exhibit "A", by enclosing a copy of said notice in an envelope addressed to such owner, and depositing the envelopes addressed to all such owners in the United States mail with postage fully prepaid thereon; that the names and addresses of such owners were those appearing as such by the records of the County Treasurer, Carver County, Minnesota, and by other appropriate records. Subscribed and sworn to before me this ZO day of _, 2017. '�)'_OttL vary Public Ki4 T. Meuwissen, De ty Clerk JENNIFER ANN POTTER 3` Notary Public -Minnesota My commission E xpiroa Jan 31, 2020 Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, August 1, 2017 at 7:00 p.m. This hearing may not start until later in the evening, depending on the order of theagenda. Location: City Hall Council Chambers, 7700 Market Blvd. Request for Site Plan review for a 7,050 square foot, two-story Proposal: addition at property located at 8330 Commerce Drive for 1.8 Acres of land zoned Planned Unit Development (PUD). Applicant: Bon ards Property 8330 Commerce Drive Location: A location map is on the reverse side of this notice. The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the What Happens Public hearing through the following steps: at the Meeting: 'Staff will give an overview of the proposed project. 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Commission discusses the project. If you want to see the plans before the meeting, please visit the City's projects web page at: www.ci.chanhassen.mn.us/2017-16. If you wish to talk to someone about this project, please contact Bob Generous by Questions & email at bgenerousCcDci.chanhassen.mn.us or by phone at Comments: 952-227-1131. If you choose to submit written comments, it is Comments: helpful to have one copy to the department in advance of the meeting. Staff will provide copies to the Commission. The staff report for this item will be available online on the project web site listed above the Thursday prior to the Planning Commission meeting. NEW! Sign up to receive email and/or text notifications when meeting agendas, packets, minutes and videos are uploaded to the city's website. Go to www.ci.chanhassen.mn.us/notifyme to sign up! City Review Procedure: • Subdivisions, Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Wetland Alterations, Rezonings, Comprehensive Plan Amendments and Code Amendments require a public hearing before the Planning Commission. City ordinances require all property within 500 feet of the subject site to be notified of the application in writing. Any interested party is invited to attend the meeting. • Staff prepares a report on the subject application that includes all pertinent information and a recommendation. These reports are available by request. At the Planning Commission meeting, staff will give a verbal overview of the report and a recommendation. The item will be opened for the public to speak about the proposal as a part of the hearing process. The Commission will close the public hearing and discuss the item and make a recommendation to the City Council. The City Council may reverse, affirm or modify wholly or partly the Planning Commission's recommendation. Rezonings, land use and code amendments take a simple majority vote of the City Council except rezonings and land use amendments from residential to commercial/industrial. • Minnesota State Statute 519.99 requires all applications to be processed within 60 days unless the applicant waives this standard. Some applications due to their complexity may take several months to complete. Any person wishing to follow an item through the process should check with the Planning Department regarding its status and scheduling for the City Council meeting. • A neighborhood spokesperson/representative is encouraged to provide a contact for the city. Often developers are encouraged to meet with the neighborhood regarding their proposal. Staff is also available to review the project with any interested person(s). • Because the Planning Commission holds the public hearing, the City Council does not. Minutes are taken and any correspondence regarding the application will be included in the report to the City Council. If you wish to have something to be included in the report, lease contact the Planning Staff person named on the notification. Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, August 1, 2017 at 7:00 p.m. This hearing may not start until later in the evening, depending on the order of theagenda. Location: City Hall Council Chambers, 7700 Market Blvd. Request for Site Plan review for a 7,050 square foot, two-story Proposal: addition at property located at 8330 Commerce Drive for 1.8 Acres of land zoned Planned Unit Development (PUD). Applicant: Bon ards Property 8330 Commerce Drive Location: A location map is on the reverse side of this notice. The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the What Happens public hearing through the following steps: at the Meeting: 1. Staff will give an overview of the proposed project. 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Commission discusses the project. If you want to see the plans before the meeting, please visit the City's projects web page at: www.ci.chanhassen.mn.us/2017-16. If you wish to talk to someone about this project, please contact Bob Generous by Questions & email at baenerous(aD-ci.chanhassen.mn.us or by phone at Comments: 952-227-1131. If you choose to submit written comments, it is helpful to have one copy to the department in advance of the meeting. Staff will provide copies to the Commission. The staff report for this item will be available online on the project web site listed above the Thursday prior to the Planning Commission meeting. NEW! Sign up to receive email and/or text notifications when meeting agendas, packets, minutes and videos are uploaded to the city's website. Go to www.ci.chanhassen.mn.us/notifyme to sign up! City Review Procedure: • Subdivisions, Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Wetland Alterations, Rezonings, Comprehensive Plan Amendments and Code Amendments require a public hearing before the Planning Commission. City ordinances require all property within 500 feet of the subject site to be notified of the application in writing. Any interested party is invited to attend the meeting. • Staff prepares a report on the subject application that includes all pertinent information and a recommendation. These reports are available by request. At the Planning Commission meeting, staff will give a verbal overview of the report and a recommendation. The item will be opened for the public to speak about the proposal as a part of the hearing process. The Commission will close the public hearing and discuss the item and make a recommendation to the City Council. The City Council may reverse, affirm or modify wholly or partly the Planning Commission's recommendation. Rezonings, land use and code amendments take a simple majority vote of the City Council except rezonings and land use amendments from residential to commercial/industrial. • Minnesota State Statute 519.99 requires all applications to be processed within 60 days unless the applicant waives this standard. Some applications due to their complexity may take several months to complete. Any person wishing to follow an item through the process should check with the Planning Department regarding its status and scheduling for the City Council meeting. • A neighborhood spokesperson/representative is encouraged to provide a contact for the city. Often developers are encouraged to meet with the neighborhood regarding their proposal. Staff is also available to review the project with any interested person(s). • Because the Planning Commission holds the public hearing, the City Council does not. Minutes are taken and any correspondence regarding the application will be included in the report to the City Council. If you wish to have something to be included in the report, lease contact the Planning Staff person named on the notification. 1660 GROUP LLC 1660 LAKE DR W CHANHASSEN MN 55317-8583 ANTHONY MERTES 8124 DAKOTA LN CHANHASSEN MN 55317-9761 AUTO MOTORPLEX ASSOCIATION PO BOX 7160 FARGO ND 58106-7160 AUTOBAHN MOTORPLEX LLC 3615 ZIRCON LN N PLYMOUTH MN 55446-2878 BIG TOAST INC BONGARDS' CREAMERIES BRET W BAILEY 7551 WALNUT CURV 8330 COMMERCE DR 2539 BRIDLE CREEK TRL CHANHASSEN CHANHASSEN CHANHASSEN MN 55317-9394 MN 55317-8426 MN 55317-9372 BRIAN W MCCONNELL 5912 GRASS LAKE TERR MINNEAPOLIS MN 55419-2139 CAROL M HOLTON 6828 CRESTON RD EDINA MN 55435-1639 CLEAN RESPONSE REAL ESTATE LLC 480 N PRIOR AVE SAINT PAUL MN 55104-3421 COLE A CARLSON 10610 NE 9TH PLACE UNIT 1600 BELLEVUE WA 98004-8644 CONTROL PRODUCTS INC 1724 LAKE DR W CHANHASSEN MN 55317-8580 DELBERT R & NANCY R SMITH 9051 LAKE RILEY BLVD CHANHASSEN MN 55317-8650 DEMOSA LLC 1610 LAKE DR W CHANHASSEN MN 55317-8583 DFM INVESTMENTS LLC 2700 SHADYWOOD RD EXCELSIOR MN 55331-9599 ERIC DREW MURPHY 5201 BLAKE RD EDINA MN 55436- EUGENE M NELSON 9133 BRECKENRIDGE EDEN PRAIRIE MN 55347-3442 GENE M BERGHOFF 6100 SIERRA CIR EXCELSIOR MN 55331-8131 GERALD E KELLY 3841 MAPLE SHORES DR EXCELSIOR MN 55331-9602 GGT LLC 6701 EVENSTAD DR MAPLE GROVE MN 55369-6026 HARLEY E BERGREN 8104 HIGHWOOD DR #G108 BLOOMINGTON MN 55438-1087 HERAKLES LLC 8345 COMMERCE DR CHANHASSEN MN 55317-8427 HIGHLAND DEVELOPMENT LLC 5550 ZUMBRA LN EXCELSIOR MN 55331-7714 J & R CHANHASSEN LLC 3209 GALLERIA #1804 EDINA MN 55435-2558 JAMIE VIG 2295 REDWING DR SHAKOPEE MN 55379-2995 JEFFREY A COTTER 2730 PHEASANT RD EXCELSIOR MN 55331-9571 KRISTA P BETCHER 1900 MICHIGAN DR NORTHFIELD MN 55057-4834 MARC P DIERS 9917 CAVELL CIR MINNEAPOLIS MN 55438-1921 MARK G FLEISCHHACKER 3530 STEELE ST MINNETONKA MN 55345-1325 MARK R JOHNSON 3859 RED CEDAR POINT RD EXCELSIOR MN 55331-7766 PALATINE HILL FINANCIAL LLC 6009 SHANE DR MINNEAPOLIS MN 55439-1759 PETER HERMAN 32 WEST POINT PLACE EXCELSIOR MN 55331-9419 PRIEM HOLDINGS LLC 10915 1ST AVE N PLYMOUTH MN 55441-4687 QUANTUM CONTROLS COMPANY 11691 LAKE DR W ICHANHASSEN I MN 55317-8583 RJS LIVING TRUST 4810 WHITE BEAR PKWY WHITE BEAR LK MN 55110-3345 ROB E HOLT 104 PEAVEY RD CHASKA MN 55318-2324 ROWLAND PLEX LLC 6605 DAKOTA TR MINNEAPOLIS MN 55439-1118 SCOTTJ MANN 1824 OLIVER AVE S MINNEAPOLIS MN 55405-2208 SOUTHBOUND INVESTMENTS LLC 4516 WEST ARM DR SPRING PARK MN 55384-9705 SWIFT COUNTY 153 PARTNERSHIP 7892 AUTUMN RIDGE AVE CHANHASSEN MN 55317-8447 THEODORE R CAHALLJR 9511 FOXFORD RD CHANHASSEN MN 55317-8682 THOMAS M HAYES 4030 LINDEN HILLS BLVD MINNEAPOLIS MN 55410-1246 TIMOTHY G COMMERS 4 WEBSTER PLACE HOPKINS MN 55305-4455 TWIN CITIES & WESTERN RAILROAD 12925 12TH ST E GLENCOE MN 55336-3368