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060616 Planning1. CALL TO ORDER 2. ROLL CALL 3. CONSENT BUSINESS 4. PUBLIC HEARING PLANNING COMMISSION MEETING City Hall, 4401 Xylon Avenue North Tuesday, June 7, 2016 7:00 p.m. 4.1 PC 16-09, request for an amendment to an existing Conditional Use Permit (CUP) for Planned Unit Development (PUD) at 4203 Winnetka Avenue North, Life Time Fitness Architecture, LLC, petitioner. 4.2 PC 16-10, request for a site plan review to allow construction of a building addition of AVTEC Finishing Systems Inc. at 9101 Science Center Drive, Quinn Hutson CNH Architects, petitioner. 4.3 PC 16-07, request to consider text amendment to Section 4-3 of New Hope City Code related to home occupations within residential structures, City of New Hope, petitioner. 4.4 PC 16-08, request to consider text amendment to Section 4-20 of New Hope City Code related to street access requirements for health and social services and trucking operation conditional uses in the Industrial district, City of New Hope, petitioner. 5. COMMITTEE REPORTS 5.1 Design and Review Committee - next meeting scheduled for Thursday, June 16, 2016. 5.2 Codes and Standards Committee - next meeting scheduled for Wednesday, June 29, 2016. 6. NEW BUSINESS 7. OLD BUSINESS 7.1 Approve May 3, 2016, Planning Commission Minutes. 8. ANNOUNCEMENTS 9. ADJOURNMENT Petitioner must be in attendance at the meeting PLANNING CASE REPORT City of New Hope Meeting Date: June 7, 2016 Report Date: June 3, 2016 Planning Case: 16-09 Petitioner: Life Time Fitness Architecture, LLC Address: 4203 Winnetka Avenue North Project Name: New Hope Shopping Center signage Project Description: Expansion of outdoor wall signage on west side of building I. Type of Planning Request A. Amendment to Conditional Use Permit (CUP) for Planned Unit Development (PUD) II. Zoning Code References Section(s) 4-34 Administration — PUD, Planned Unit Development III. Property Specifications Zoning: CC, City Center Location: The property is located northwest of the northwest quadrant of the intersection of 42nd Avenue and Winnetka Avenue. Adjacent Land Uses: City Center to the north, east, and west, R-1, Single Family Residential to the south Site Area: 7.31 acres, or 318,375 -square feet Building Area: 87,684 -square feet (includes 7,839 -square foot addition) Planning District: Planning District 11. The Comprehensive Plan supports promoting private reinvestment into commercial sites along 42nd Avenue. It cites the appearance of the rear of shopping centers in the area as an area of concern and encourages continual maintenance. IV. Background The applicant, Life Time Fitness Architecture, LLC, is requesting an amendment to a CUP for PUD to allow for the installation of signage along the west side of the building. The multi -tenant retail facility is undergoing an expansion and wishes to enhance the wall treatments on the west side of the building, which faces the Hy -Vee redevelopment site. The wall treatment and signage will give the building attractive, four-sided architecture. The applicant is proposing one sign for each of the 13 existing tenants, reserved space for two potential future tenants, and three "marketing signs," to promote Life Planning Case Report 16-09 Page 1 6/7/16 Time Fitness. The proposed signage requires an amendment to a CUP for PUD that was approved in 1985, to allow for flexibility in the number and location of wall signs. V. Zoning Analysis A. Plan Description 1. Proposed Signs The applicant is proposing to install 16 signs and reserving space for two potential future tenants. The Life Time Fitness tenant identification sign would be the only illuminated sign. Tenant Height Length Square Footage Description Life Time Fitness 2' - 3.625" 101-011 23.02 Tenant ID Life Time Fitness 71- 4" 8' - 0" 58.67 Marketing Life Time Fitness 71- 4" , 81-011 58.67 Marketing Life Time Fitness 71- 4" 8' - 0" 58.67 Marketing Love Nails 1' - 0" 7- 11.5" 7.96 Tenant ID GNC 3' - 0.375" 1' - 4.25" 4.10 Tenant ID Cosmo Prof 11-011 8' - 4.625" 8.39 Tenant ID Jackson Hewitt 1' - 5" 9' - 2.375" 13.03 Tenant ID Pioneer Dental 11-011 11'- 10.75" 11.90 Tenant ID i Northshore Vape 11-011 9' - 8.5" 9.71 Tenant ID Pawn 11-011 4' - 0" 4.00 Tenant lU Liquor Tobacco World 1' - 4" 5' - 2.75" 6.97 ITenantID Apex Chiropractic V- 4" 5' - 1.5" 6.83 Tenant ID Taco John's 1' - 0" 8' - 8.625" 8.72 Tenant ID Subway 11-01, 4' - 7.625" 4.64 Tenant ID Hong Kong Buffet 1' - 6" ! 21'- 1.75" 31.72 Tenant ID Future Tenant 1' - 0" 9,-011 9.00 Tenant ID Future Tenant 1' - 0" 91-011 9.00 Tenant ID 2. Sign Code City Code requires the submission of a Comprehensive Sign Plan for commercial multiple occupancy buildings, which must specify the location of wall signs and awning signs. No illuminated wall signs are allowed on a side of a building that directly abuts a residential zoning district. The New Hope Shopping Center does not abut to a residential district. The proposed signage does not exceed the maximum area requirement of 15 percent of the Planning Case Report 16-09 Page 2 6/7/16 combined wall surfaces on walls which abut streets in business or industrial zoning districts. No individual tenant identification sign exceeds the 100 square foot area limit. The proposed "marketing signs" do not fit the definition of a wall sign, awning sign, canopy sign, or marquee sign. The signs contribute to the fagade appearance and can be approved with the flexibility offered as part of a CUP for PU"D amendment. The shopping center is creating a sign band along the west side of the building identifying each of the center's tenants. Tenants such as hove Nails, GNC, Cosmo Prof, Jackson Hewitt, Pioneer Dental, and Northshore Vape do not have exterior walls on the west side of the building, thus are not eligible for signage, according to City Code. Allowing the signs would also require flexibility offered as part of a CUP for PUD amendment. 3. Design Guidelines The city's Design Guidelines state that "signs should be positioned so they are an integral design feature of the building and to complement and enhance the building's architectural features. Signs should not obscure or destroy architectural details such as stone arches, glass transom panels, or decorative brickwork." Signs may be placed in the horizontal lintel above the storefront windows; within window glass, provided that no more than 33 percent of any individual window is obscured; projecting from the building; as part of an awning; or in areas where signs were historically attached. The proposed Life Time Fitness "marketing signs" would be supported by the city's Design Guidelines. 4. Zoning District The New Hope Shopping Center is located in the City Center zoning district. District goals include requiring "aesthetically pleasing building and site design through the use of high- quality building materials, landscaping and architectural design," and the encouragement of "a sense of activity and liveliness along from building fagades, public open spaces and sidewalks." The New Hope Shopping Center is a highly visible site that abuts to the recent Hy -Vee redevelopment project. The proposed improvements contribute to the aesthetic appearance of the building, giving a front impression. The building enhancements benefit the shopping center, its tenants, and the surrounding properties. B. Zoning Code Criteria 1. Conditional Use Permit (CUP) for Planned Unit Development (PUD) Amendment Purpose and intent. The purpose of this section of the zoning code is to provide for the grouping of lots or buildings for development as an integrated, coordinated unit as opposed to traditional parcel by parcel, piecemeal, sporadic and unplanned approach to development. This section is intended to introduce flexibility of site design and architecture for the conservation of land and open space through clustering of lots, buildings and activities, which promote the goals outlined in the Comprehensive Plan or serve another public purpose. It is further intended that planned unit developments are to be characterized by central management, integrated planning and architecture, joint and common use and maintenance of parking, open space and other similar facilities, and harmonious selection and efficient distribution of uses. The PUD process, by allowing deviation from the strict provisions of this Code related to setbacks, heights, lot area, width Planning Case Report 16-09 Page 3 617116 and depth, yards, etc., and from the provisions of section 3-50, New Hope Sign Code, by either conditional use permit or rezoning to a PUD district, is intended to encourage: a. A development pattern in harmony with the objectives of the Comprehensive Plan. (PUD is not intended as a means to vary applicable planning and zoning principles.) Findings. The proposal is consistent with specific goals of the Comprehensive Plan. The Comprehensive Plan states that the city wishes to promote private reinvestment, renovation, and redevelopment of commercial sites, specifically those along 42nd Avenue. It cites the appearance of the rear of shopping centers in the area as a concern and encourages continual maintenance. b. Innovations in development to the end that the growing demands for all styles of economic expansion may be met by greater variety in type, design, and siting of structures and by the conservation and more efficient use of land in such developments. Findings. The proposed improvements promote efficient land use through the redevelopment of an existing property. c. The preservation and enhancement of desirable site characteristics such as existing vegetation, natural topography and geologic features and the prevention. of soil erosion. Findings. No vegetation, natural topography, or geologic features will be impacted as a part of the proposed fagade improvement and installation of signage. d. A creative use of land and related physical development which allows a phased and orderly transition of varying land uses in close proximity to each other. Findings. The proposed improvements promote a creative use of the current site and promote an orderly transition between commercial uses in a highly -visible area. e. An efficient use of land resulting in smaller networks of utilities and streets thereby lowering development costs and public investments. Findings. The project promotes efficient use of land through redevelopment. No new streets or roads will be created and no new public utilities will be extended as part of the development. f. Promotion of a desirable and creative environment that might be prevented through the strict application on zoning and subdivision regulations of the city. Findings. A desirable and creative environment will be created by granting the flexibility allowed through an amendment to a CUP for PUD. Such flexibility will allow the applicant the opportunity to give the building attractive, four-sided architecture in a highly -visible location. The improvements will give the building a sense of activity and liveliness and will benefit the shopping center, its tenants, and the surrounding properties. Planning Case Report 16-09 Page 4 6/7/16 C. Design and Review Committee The Design and Review Committee met on May 19, 2016. The committee was generally supportive of the request for an amendment to a CUP for PUD. D. Approval 1. Type of Approval a. Conditional Use Permit for PUD — quasi-judicial 2. Timeline a. Date Application Received: May 13, 2016 b. End of 60 -Day Decision Period: July 12, 2016 c. End of 120 -Day Decision Period: September 10, 2016 IV. Notification Property owners within 350 feet of the parcel were notified by mail and a legal notice was published in the Sun Post newspaper. VIII. Summary The applicant is requesting an amendment to a CUP for PUD to allow for the installation of signage along the west side of the New Hope Shopping Center. The mall wishes to enhance the wall treatments along the west side, which faces the Hy -Vee redevelopment site, in conjunction with an expansion of Life Time Fitness. The applicant is proposing one sign for each of the 13 existing tenants, reserved space for two potential future tenants, and three "marketing signs," to promote Life Time Fitness. An amendment to a CUP for PUD is necessary to allow for flexibility in the number and location of wall signs. IX. Recommendation Staff recommends that the Planning Commission recommend approval of the amendment of a CUP for PUD, with the following conditions of approval: 1. The number and location of wall signs to be installed shall not differ from that depicted on the Exterior Signage Schedule. The size of the wall signs to be installed shall not exceed the sizes depicted on the Exterior Signage Schedule. 2. The applicant shall obtain individual sign permits for each of the signs to be installed. Attachments • Application and plans (May 27, 2016) • Planning Consultant memo (May 17, 2016) • Design Guidelines on signs (pp. 21-22) Planning Case Report 16-09 Page 5 6/7/16 To: Jeff Alger, Comm. Dev. Asst. Date: May 27, 2016 City of New Hope 4401 Xylon Avenue North New Hope, MN 55428 Copies of Transmittal to: Project: New Hope Mail nFile ❑ 1 05/25/16 Check #574206 for $825.00 i Subject: Comprehensive Sign Application [j Plan Sets 11 x_17 We Are Sending: Ix Enclosed !J Under Separate Cover Via: The Fallowing: rchitecture I Desig n Federal ExpressHand Delivered Mail OUPS ❑ Action Required: 1XIFor Your Review 9For Your Approval ElForYour Use 5As Requested Cooles tato r1piaerin+inn of Letter fxlndicated Below Drawings Returned LjFor Distribution t Specified Item []ReJectWReWbmit ved ']Revise and Resubmit and as Noted I iiNo Resubmit Required 1 05/27/16 Application to Planning Commission and City Council. _.. 1 05/25/16 Check #574206 for $825.00 i 10 05/27/16 Plan Sets 11 x_17 1 05/27/16 CD - Si na a Submittal 1 3 _ i ,.c11201 na. uyou nave any quesllons or neeo aouirlonai lnronnation. I nanK you. From: Matthew Brinza, Architect of Record Vice President, Architecture & Engineering 952-229-7539 mbrinzadlifetimefitness.com 2902 Corporate Place Chanhassen, MN 55317 (952) 229-7521 MAIN (952) 948-9794 FAX WW W.LIFETIMEFITNESS.COM 3104 L Z AY PLANNING APPLICATION TO PLANNING COMMISSION AND CITY COUNCIL City of New Hope, 4401 Kylon Avenue North, New Hope, MN 55428 Cass Na. Basic Fee Deposit � � Planning Deadline Receipt No. Received by� T Name of Applicant: LTF Architecture, LLC Phone: 952-229-7539 Applicant Address 2902 Cgri2orate Place, Chanhassen, MbLZ31 Z Street Location of Property: 4239 Winnetka AyeN „ PID: 18-118-21-11-0016 Legal Description of Property: New Hope Mall OWNER OF RECORD: Name: _ ARI. LLC . _.._..—..._, Address: 4600 Kinas Point Road Minnetrista MN 55331 Home Phone: _ _ Work Phone. _ 952-229-7354 Fax: Applicants nature of Legal or Equitable Interest: Architect of Record Type of Request: (pertaining to what section of City Code) Conditional Use Permit Please outline Description of Request: (use additional pages if necessary) Request of additional signage to be placed on the West side of the existing building. Why Should Request be Granted: The removal of the existing K -Mart building and the construction of the Hy -Vee has allowed additional visibility to the West side of the 4239 Winnetka building. It Is no longer unseen and tucked behind another large building. A building in process to expand the Life Time property, and that project also includes the improvement of the existing building facades. These improvem a huge help for the visual appeal of the property. The additional signage will help local customers to better identify the businesses located at th building, and will help enhance the look at the rear of the provenly. (attach narrative to application form if necessary) r-Afl—no,Avi ceiMnNIMPIA ¢r rrFaaaioi,...,:,.,, ,.,,,r,.vri— A.,.- m1 III sanslon should 4239 Applicant acknowledges that before this request can be considered and/or approved, all fees, including the basic zoning fee and any zoning deposits (as outlined in the attached application materials) must be paid to the city. There are three city consultants -- legal, planning, and engineering - that generate additional expenses. Expenses incurred that exceed the amount of the zoning deposit will be billed and are the responsibility of the applicant. The city hereby notifies the applicant that state law requires that the development review be completed within 60 days from the city's acceptance of this application. If the development review cannot be completed within 60 days, regardless of the reason, the city shall extend the review completion deadline an additional 60 days as also permitted by state law. Development review shall be completed within 120 days unless additional review extensions are approved by the applicant in writing. The Community Development Department will notify you of all meetings. Signed: Fee Owner (print or type name) LTF Architecture, LLC - Matthew Brinza Applicant Other than Owner (print or type) Evidence of Ownership Submitted: Certified Lot Survey: Legal Description Adequate: Legal Ad Required: Date of Design & Review Meeting: Date of Planning Commission Meeting: By Planning Commission on: By City Council on: Subject to the following conditions: FOR CITY USE ONLY Yes No Yes No Yes No Yes No Required Required Required Required Approved: Denied: Approved: Denied: LIFE TIME FITNF BUILDING SQUARE FEET EXISTING BUILDING 79,845 ADDITION 7,839 TOTAL 87,684 EXTERIOR SIGNAGE SCHEDULE SIGN # SIGN NAME I Comments 1 LIFE TIME INTERNALLY ILLUMINATED "HALO" LIT ALUMINUM ANNODIZED LETTERS 2 LOVE NAILS NON -ILLUMINATED ALUMINUM ANNODIZED LETTERS 3 GNC NON -ILLUMINATED ALUMINUM ANNODIZED LETTERS 4 COSMO PROF NON -ILLUMINATED ALUMINUM ANNODIZED LETTERS 5 JACKSON HEWITT NON -ILLUMINATED CABINET LETTERS WITH COLORED VINYL FACE 6 PIONEER DENTAL NON -ILLUMINATED ALUMINUM ANNODIZED LETTERS 7 NORTHSHORE VAPE NON -ILLUMINATED BOX CABINET WITH PRINTED VINYL FACE 8 LIQUOR TOBACCO NON -ILLUMINATED ALUMINUM WORLD ANNODIZED LETTERS 9 APEX CHIROPRACTIC NON -ILLUMINATED ALUMINUM ANNODIZED LETTERS 10 HONG KONG BUFFET NON -ILLUMINATED ALUMINUM ANNODIZED LETTERS 11 TACO JOHN'S NON -ILLUMINATED ALUMINUM ANNODIZED LETTERS 12 "Subway" NON -ILLUMINATED ALUMINUM ANNODIZED LETTERS 13 "PAWN" NON -ILLUMINATED BOX CABINET WITH PRINTED VINYL FACE 14 "FUTURE TENANT" NON -ILLUMINATED ALUMINUM ANNODIZED LETTERS 15 "FUTURE TENANT" NON -ILLUMINATED ALUMINUM ANNODIZED LETTERS SIGNAGE�� �y � AN SEE ADDITIONAL SHEET FOR DETAIL ARCHITECTUREIDESIG 2902 CORPORATE PLACE CHANHASSEN, MN 55317 PHONE: (612) 947-0000 FAX: (512) 946-9794 PRO)ECC ADDRESS: 4239 WINNET:CAA AVE. N0. NEW HOPE, MN 55428 I HEREBY CERTIFY THAT THIS PIAN, SPECIFICATION, OR REPORT MS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT UNDER THE LAWS OFTHE STATE OF: MINNESOTA NAME REO. NO. Matlhex Brims 44153 DATE IL5113me AO � V Eno ; own 612 h�wl ...ii "LIFE " TO BE ANODIZED ALUMINUM WITH 4" DIA RANDOM SWIRL PATTERN Lo '?IME" TO BE ANODIZED WITH VERTICAL BRUSH 10'-0" VI 1. ALL LETTERS TO BE 2" DEEP REVERSED CHANNEL MOUNTED 1" FROM FACE OF WALL. 2. ALL LETTERS TO BE INTERNALLY ILLUMINATED WITH L.E.D "HALO" LIGHTING. 3. CONTACT OWNER TO OBTAIN CORRECT SIGNAGE VECTOR ART. PARTIAL��LEV�ATIO�NAT�"LIFE�TIME" 4LIFE TIME -23.D4 SF 114" =1' 114" = 1'-0" 3 Al 21N-0" -` M t5 L .- - 1 • ; LaVENIAa9 a Ca I-Frd J.armu" rloeaE)ERIDOGAL N —7—MARKETING SIGN "A" MARKETING SIGN "B" MARKETING SIGN "C" WEST ELEVATION -LIFE TIME SIGNAGE 1 FF= 20'-0" LIFETIN2 IRCNRECTURE � DES10N 2902 CORPORATE PLACE CHANHASSEN. MN 55317 PHONE: (612) 947-0000 FAX -.(612)945-9794 MECr ADIORM 4239 WLNNI ETKA AVE. N0, NEWHOPE N 55428 I ):EREBY CERTFYTHATTHtS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME- OR UNDER MY DIRECT SJPERYISION AND T4AT IAM A DULY REGISTERED ARCHITECT UNDER THE LAWS O - '.'HE S'A'E OF: MINNESOTA NAlI1E Im NO. Mathewm= 0151 DATE DCw.1H6 V1 0, 21 d A-1 9 EXISTING STRUCTURAL WALL EFIS w PIN MOUNTED LETTER ' INTERNALLY ILLUMINATED {HALO LIT} ANCHOR SYSTEM i SIDE VIEW 10'-0" VI 1. ALL LETTERS TO BE 2" DEEP REVERSED CHANNEL MOUNTED 1" FROM FACE OF WALL. 2. ALL LETTERS TO BE INTERNALLY ILLUMINATED WITH L.E.D "HALO" LIGHTING. 3. CONTACT OWNER TO OBTAIN CORRECT SIGNAGE VECTOR ART. PARTIAL��LEV�ATIO�NAT�"LIFE�TIME" 4LIFE TIME -23.D4 SF 114" =1' 114" = 1'-0" 3 Al 21N-0" -` M t5 L .- - 1 • ; LaVENIAa9 a Ca I-Frd J.armu" rloeaE)ERIDOGAL N —7—MARKETING SIGN "A" MARKETING SIGN "B" MARKETING SIGN "C" WEST ELEVATION -LIFE TIME SIGNAGE 1 FF= 20'-0" LIFETIN2 IRCNRECTURE � DES10N 2902 CORPORATE PLACE CHANHASSEN. MN 55317 PHONE: (612) 947-0000 FAX -.(612)945-9794 MECr ADIORM 4239 WLNNI ETKA AVE. N0, NEWHOPE N 55428 I ):EREBY CERTFYTHATTHtS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME- OR UNDER MY DIRECT SJPERYISION AND T4AT IAM A DULY REGISTERED ARCHITECT UNDER THE LAWS O - '.'HE S'A'E OF: MINNESOTA NAlI1E Im NO. Mathewm= 0151 DATE DCw.1H6 V1 0, 21 d A-1 9 MARKETING SIGN SCHEDULE I I �E M ■ uuuic;m ARCHITECTUREIDEMG Mark p �+ ❑eSCI'l�tion Size Comments 2902 CORPORATE PLACE GHANHASSEN. MN 55317 PHONE: (612) 947-0000 FAX (612) 946-8794 SIGN "A" MARKETING SIGN 58.67 SF EXTERIOR INTERNALLY ILLUMINATED WALL MOUNTED PROFRCT MMSS: 4239W1NNETKAAVE.NO, CABINET WITH DIGITALLY PRINTED FLEX FACE NEW HOPE, MN 55429 SIGN "B" ]MARKETING SIGN 58.67 SF EXTERIOR INTERNALLY ILLUMINATED WALL MOUNTED AwnrrRCI' CABINET WITH DIGITALLY PRINTED FLEX FACE i I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT MS PREPARED BY ME OR UNDER MY DIRECT SIGN "C" MARKETING SIGN 58.67 SF EXTERIOR INTERNALLY ILLUMINATED WALL MOUNTED CABINET WITH DIGITALLY PRINTED FLEX FACE SUPERVISION THAT ARCHITECT' AM A DULY UNDER THE LAYaa OF THE STATE OF: MINNESOTA NAME RK N0. Mellita Bm¢a 44153 DATE 013116 8'-0" 8'-0" 8'-0" l ' A r 4 MARKETING SIGN "A" (58.67SF) 114" = 1'-0" 4 A-2 MARKETING SIGN "A" SEE DETAIL 41A-2 EWA MARKETING SIGN "B" SEE DETAIL 3/A-2 WEST ELEVATION - LIFETIME MARKETING SIGNS 1" = 20'-011 M1ARTI0NGSG"B86SF /4 2 MARKETING SIGN "C" SEE DETAIL 2/A-2 2 MA�KEING SIGN "C" (58.67 SF) 1140" . -. LA1� rur.6 41,x.. oo.nwbwar_ r.aron y� P'lOF®t OEiRA1 'I A-2 5�I 2PARTIAL ELEVATION AT LOVE NAILS 114" = 1'-0" "fes NON -ILLUMINATED REVERSE CHANNEL LETTER 1) .105 BRUSHED ALUMINUM FACE 2) 1-112" DEEP .080 METAL RETURNS 3) CLEAR COAT SATIN FINISH 4) BUILDING FACIA 5) PIN MOUNT OFF BUILDING 114" FRONT VIEW OVE LOVE NAILS - SIGN (8 1" = 1'-0" EXISTING STRUCTURAL WALL EFIS PIN MOUNTED LETTER 114" SPACER SIDE VIEW T-11112" WEST ELEVATION - TENANT SIGNAGE 1" = 20'-011 ARCHI'iECTURE I OF -%Q1 2902 CORPORATE: PLACE CHANHASSEN, MN 55317 PHONE: (612) 947-0000 FAX: (612)946-9794 PRO)Ea ADDRESS 4239 WINNETKA AVE. NO. NEW HOPE, MN 55428 I HEREBY CERTIFY THAT THIS PLAN. SPECIFICATION, OR REPORT YSAS PREPARED BY ME OR UNDER MY DIRECT SUPERVIS$ON AND THAT I AM A DULY REGISTERED ARCHITECT UNDER THE LAWS OF THE STA'. E OF: MINNESOTA WE REG. RD. mwjm &doze 44153 GATE 05M3A6 A-3 SZI 11 -M. -NMA 3'-0318" 50 r I T f �1 � r . 3 PARTIAL ELEVATIONS AT GNC �E'�ER�,L_ �JU���ITI�N VENTER GNC - SIGN (4 ill = 11-011 WEST ELEVATION - TENANT SIGNAGE AMmnX-CWRE I DFOG 2902 CORPORATE PLACE CHANHASSEN, NIN 55317 PHONE: (612) 947-0000 FAX (612) 946-9794 PAOJE& ADDRM 4239 WINNETKA AVE. N0. NEW HOPE, MN 55428 I HEREBY CERTIFYTHAT TY.;S PLAN, SPECIFICATION, OR REPCRT WAS PREPARED BY ME OR UNDER A!Y DIRECT SUPERVISION AND THAT! A4, A DULY REGISTERED ARCHITECT UNDER THE LAWS OF THE STATE OF: MINNESOTA NAME REO. N0. Matlhm 3dm 41:59 DATE D5I1SY.6 sfnsm. A4 o � o sfnsm. A4 10'- E 314" 3PARTIAL ELEVATION AT COSMO PROF 11411= 1'-011 NON -ILLUMINATED REVERSE CHANNEL LETTER 1) .105 BRUSHED ALUMINUM FACE 2) 1-112" DEEP .080 METAL RETURNS 3) CLEAR COAT SATIN FINISH 4) BUILDING FACIA 5) PIN MOUNT OFF BUILDING 114" FRONT VIEW 8'- 4 5/8" C 0 0 (o a I - a COSMO PROF - SIGN (9 S 1" = 1'-011 EXISTING STRUCTURAL WALL EFIS PIN MOUNTED LETTER 114" SPACER SIDE VIEW WEST ELE 1 ATION - TENANT SIGNAGE IRCHrMCTURE I DESIQW 2902 CORPORATE PLACE CHANHASSEN, MN 55317 PHONES (612) 947-0000 FA)C (612) 946-9794 IO)BCPAT) ESR 4239 WAINETKA AVE. NO. NEW HOPE, MN 55428 ! HEREBY CERTIFY THAT THIS PUN, SPECIFIGATIDN, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT UNDER THE UVVS OF THE STATE OF: MINNESOTA NAME REO.m mffinew edfin 41153 DATE 0SPISAG O O 0 A-5 11'- 4 1/4" 3PARTIAL ELEVAITONS AT JACKSON HEWITT 1141= 11-0" NON -ILLUMINATED REVERSE CHANNEL LETTER 1) .105 BRUSHED ALUMINUM FACE 2) 1-112" DEEP .080 METAL RETURNS 3) CLEAR COAT SATIN FINISH 4) BUILDING FACIA 5) PIN MOUNT OFF BUILDING 114" FRONT VIEW 9'- 2 318" JACKSON HEWITT - SIGN (11 S ill = 11-011 EXISTING STRUCTURAL WALL EFIS PIN MOUNTED LETTER 1/4" SPACER SIDE VIEW TAz`\Y\\\-\ S E RV E 3'-91/8" WEST ELEVATION - TENANT SIGNAGE 111=2 OF_011 11=201-011 ARCHMID lJREIDFMG 2902 CORPORATE PLACE CHANHASSEN, MN 55317 PHONE: (612) 347-0000 X FA(672) 946-9794 PR j=ADDRESS; 4239 WINNEPKA AVE. N0. NEW HOPE, MN 55428 !HERESY CERTIFY THAT THIS PIAN, SPECIFCATIDN, OR REPORT Vd43 PAEPAREO BY HE OR UN15 MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT UNDER THE LAWS OF THE STATE OF: MINNESOTA MIME REM NOR Na! m Bdm 44153 o1ITE 05P.Sne 0 0 A-6 N PARTIAL ELEVATIONS AT PIONEER DENTAL NON -ILLUMINATED REVERSE CHANNEL LETTER 1) .105 BRUSHED ALUMINUM FACE 2) 1-112" DEEP .080 METAL RETURNS 3) CLEAR COAT SATIN FINISH 4) BUILDING FACIA 5) PIN MOUNT OFF BUILDING 114" FRONT VIEW EXISTING STRUCTURAL WALL EFIS PIN MOUNTED LETTER 114" SPACER SIDE VIEW 11411 = 1 P-011 ED -N. LR D -N A\. PIONEER DENTAL - SIGN (12 111 = 11-0II AA WAS 118 qM C7/np-FW Jm tm I Tmo C _ = _ -D C _ _ _ 13 0 13 If r � WEST ELEVATION - TENANT SIGNAGE 11' = 201-011 ACHITECTURE I DESIA 2902 CORPORATE PLACE CHANHASSE:N, MN 55317 PHONE (612) 947-0000 FAX; (612) 946-9794 ROJEff ADDRESS: 4234 WNNETKA AVE. NO. 1NEWHOPE NN 55428 I HEREBY CERTffY'' THBPLM,P:, SPECIFiCA?!0'h CR REPOR'Yi�S PREPARED BY ME OR I'M MY O;RECT SIJPERVIS;OS AAD THAT I. A Of REGISTERED ARCH- ECT UNDER T!!E LANG OF'HE S'A'E OF: Y NNESOTA NMME REO. NO. Matlhm BCma 44153 GATE 0513PO A-7 r � o a A A-7 1A'- 1 n 1/d" PARTIAL ELEVATION AT NORTHSHORE VAPE 11411 = 1'-01 1 NORTHSHORE VAPE - SIGN (10 SI Jig= 1 A -0'A 3 A8 SHOE VAPE NON -ILLUMINATED REVERSE CHANNEL LETTER 1) .105 BRUSHED ALUMINUM FACE 2) 1-1I2" DEEP .080 METAL RETURNS 3) CLEAR COAT SATIN FINISH 4) BUILDING FACIA 5) PIN MOUNT OFF BUILDING 114" FRONT VIEW s 0 F�- RI -1 E VA 9'-8112" EXISTING STRUCTURAL WALL EFIS PIN MOUNTED LETTER 114" SPACER SIDE VIEW WEST ELEVATION - TENANT SIGNAGE 1 I = 20'-011 IRCHr ECTURE I DESIGN 2902 CORPORATE PLACE CHANHASSEN, MN 55317 PHONE (812) 547-0000 PAX: (512) 948-9794 50j8CP ADDMVx 4234 W]NNETKA AVE,'r0. NEW HOPE, A 55428 RCHIrEa I HEREBY CERTIFY THAT THIS PLAN, SPECIFICAVON, OR REPORT VAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT IAM A DULY REGISTERED ARCHITECT UNDER THE LAWS OF THE STATE OF: MINNESOTA NAME REO, NC6 E MatlMw Brig® 44153 Ik[ DARE 051i3%B N .l ell O A 1.4 -1 NON -ILLUMINATED REVERSE CHANNEL LETTER 1) .105 BRUSHED ALUMINUM FACE 2) 1-112" DEEP .080 METAL RETURNS 3) CLEAR COAT SATIN FINISH 4) BUILDING FACIA 5) PIN MOUNT OFF BUILDING 114" FRONT VIEW 5'-23/410 EXISTING STRUCTURAL WALL EFIS PIN MOUNTED LETTER 114" SPACER SIDE VIEW I > ED u� o TO oG CCO W 0ll�CD 2'-8" PARTIAL ELEVATION AT LIQUOR TOBACCO WORLD 114" = 1'-4" 2 LIQUOR( TOBACCO WORLD - SIGN 1" = 1' -VII WEST ELEVATION - TENANT SIGNAGE 1 IF = 20'-0" IRCHRECTURE I CE916I 2902 CORPORATE PLACE; CHANHASSEN, MN 55317 PHONE: (612) 947-0000 FAX: (612) 946-9794 IOJECT ADDRESS; 4239 WINNOM AVE. NO NEW HOPE, NIN 55428 I HERESY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT VAS PREPARED SY HE OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT UNDER THE LAWS OF THE STATE DF: MINNESOTA NAME REO. NO. MaAhow Brim 44159 DATE 05!73178 �l N a in 9'-11112" I PARTIAL ELEVATIONS AT APEX CHIROPRACTIC 1141' = 11-0'1 NON -ILLUMINATED REVERSE CHANNEL LETTER 1) .105 BRUSHED ALUMINUM FACE 2) 1-112" DEEP .080 METAL RETURNS 3) CLEAR COAT SATIN FINISH 4) BUILDING FACIA 5) PIN MOUNT OFF BUILDING 1I4" FRONT VIEW 2'- 11 314" PH ROPRACT C APEX CHIROPRACTIC - SIGN {5 1 IF = 11 -/'SI[ EXISTING STRUCTURAL WALL EFIS PIN MOUNTED LETTER 114" SPACER SIDE VIEW WEST ELEVATION - TENANT SIGNAGE 1 " = 201-0" ARCHITECTURE I 55317 1 4234 WNNEf KA AVE, N0. NEW HOPE, NN 55428 I HEREBY CERTIFY THATTHIS PLAN, SPECIFICATION, OR REPORT VINE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGI8TEREO ARCHITECT UNDER THE LAWS OF THE STATE OR MINNESOTA NAME RES. N0. M&Uw &Inn 44153 DATE 95M3N8 18'-4" Flp PARTIAL ELEVATION AT TACO JOHNS 1141' = 11-011 A-11 8'-85/8" WEST ELEVATION - TENANT SIGNAGE 111 = 201-0II ACMECTURE I DMID 2902 CORPORATE PLACE CHANHASSEN, MN 55317 PHONE: (612) 947-0000 FAX: (612) 946-9794 ROJEM ADDRRS$ 4239 WINNMA AVE. NO, NEW HOPE, MN 55428 I HEREBY CERTIFY THAI THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER M9 DIRECT SUPERVISION AND THAT IAF' A DULv REGISTERED ARCHITECT UNDER THE LAWS OF THE STATE OF: MINNEBOTA RINE mHo. Matthew Brim 44153 DATE DSM3PI8 A11 rymLa1E:1i Y"1yJ PARTIAL ELEVATION AT SUBWAY 11411= 11-011 SUBWAY - SIGN i ill = 11-011 WEST ELEVATION - TENANT SIGNAGE 111= 20'-0" fll ACHMMFIE I DsIGN 2902 CORPORATE PLACE CHANHASSEN, MN 55317 PHONE: (612) 947-0000 FAX (612) 946-9794 SUJECP ADDRES4 4239 WWNETKA AVE. N0. NEW HOPE, MN 55428 I HEREBY CERTIFY THAT TH!S PLAN, SPECIFICATION, OR REPORT MS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT UNDER THE LAWS OF THE STATE OF: MINNESOTA NAME mW. Malheur Bdm C1153 DATE D5mamG jl� A -s2 �I a Ko L 21'- 1 3/4" G JEED 3 HONG KONG BUFFET - SIGN (32 SF) 66' - 1 314" NON -ILLUMINATED REVERSE CHANNEL LETTER 1) .105 BRUSHED ALUMINUM FACE 2) 1-112" DEEP .080 METAL RETURNS 3) CLEAR COAT SATIN FINISH 4) BUILDING FACIA 5) PIN MOUNT OFF BUILDING 114" I FRONT VI PARTIAL ELEVATION AT HONG KONG BUFFET k� EW 118" = 1'-0" z A-13 EXISTING STRUCTURAL WALL EFIS PIN MOUNTED LETTER 114" SPACER SIDE VIEW WEST ELEVATION - TENANT SIGNAGE 11'=20'-011 LIFETFN,1,0� IRCNITECTIlRE I ome 2802 CORPORATE PLACE CHANHASSEN, MN 55317 PHONE: (612) 847-0000 FAX: (612)946-9784 ROJECr ADDRWR 4239 W NNETICAAVE.NO. NEW HOPE, MN 554N I HEREBY CERTIFY THAT TH'S PLAN, SPECIFICAnON, OR REPORiM PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT !AMA DULY REGISTERED ARCHITECT UNDER THE LAWS OF THE STATE OF: MINNESOTA NAME RE0. N0. Marhm Brims 44153 DATE mm3MS A-13 PARTIAL ELEVATiON AT PAWN 0 PAWW,_ NON -ILLUMINATED REVERSE CHANNEL LETTER 1) .105 BRUSHED ALUMINUM FACE 2) 1-11211 DEEP .080 METAL RETURNS 3) CLEAR COAT SATIN FINISH 4) BUILDING FACIA 5) PIN MOUNT OFF BUILDING 114" ! i I I i FRONT VIEW EXISTING STRUCTURAL WALL EFIS PIN MOUNTED LETTER 1W SPACER SIDE VIEW 4'-0" pAcil voi O i PAWN — SIGN (4 SF) l�lffli IRCHITEOTURE I DES101 2902 CORPORATE PLACE CHANHASSEN, MN 55317 PHONE: (612) 947-0000 FAX: (612) 846-9794 R0)ECr ADDR 5& 4234 WDNETKA AVE, NO. NEW HOPEF 0 55428 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT MS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THATAM AM A DULY REGISTERED ARCHITECT UNDERTHE LAWS OF THE STATE OF: MINNESOTA NAME Im N0. MaCIFew B6nz® 44153 DATE DSM3116 b D I WEST ELEVATION — TENANT SIGNAGEsFIE�: 1, "" = 0"-01I A-14 ti PARTIAL ELEVATION AT FUTURE TENANT . 114" = V-0" a WMINAU Ila ME 4'wnw�P"ol Ileon OMS PIOMINEIRIDINWAL WMMMM re 17 WEST ELEVATION - TENANT SIGNAGE 1 ) 1 " = 20'-01t a 1HOHITEOTURE I DES O 2902 CORPORATE PLACE CHANHASSEN, MN 55317 PHONE: (612) 947-0000 FAX: (612) 946-9794 ROJECC ADDRM 4239 WI14NEIKA AVE. N0. NEW HOPE, KN 55428 I HERESY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT V" PREPARED 9Y WE OR U' ER NY D;RECT BUPERYIS10ti AND THAT 1 AM A DOLS REGISTERED ARCHITECT UNDER THE LAWS OF'.HE STATE OF: MINNESOTA NAIL RM NO. Mathew Edrm 44753 DATE 05113MG q Wk 9.-011 fs-+ r- — — — — - - -- — — — — — — — — — — - "TENANT NAME" r � 3 �1/211 E TENANT - SIGN (9 SF) - 1-011 W 2 TTW O A-7 5 G — ----FK94GXDM BUFFET V1 � t ! El e— rr _ Ft t' o m A15 NORTHWEST ASSOCIATED CONSULTANTS, INC. 4150 Olson Memorial Highwav, Ste. 320, Golden Valley, MN 55422 Telephone: 763.957.1100 Website: www,nacplanning.com MEMORANDUM: To: Jeff Sargent From: Alan Brixius 1 Ryan Grittman Date: May 17, 2016 RE: Lifetime Fitness — Comprehensive Sign Plan File: 131.01 — 16.08 BACKGROUND New Hope Shopping center has submitted a Comprehensive Sign Plan for review for property located 4239 Winnetka Ave in the City of New Hope. The site is a multi -tenant retail facility. By code, a site with multiple tenants requires a Comprehensive Sign Plan. The Shopping Center is currently undertaking a building expansion and will enhance the wall treatments on the west side (back) of their building facing the Hy -Vee redevelopment site. The wall treatment will give building attractive four sided architecture. Part of this wall treatment is the placement of tenant signs facing the Hy -Vee Architecture. The comprehensive sign plan shows the proposed sign locations, sizes and materials. In review of the New Hope sign code, some flexibility will be needed if the city finds the proposed comprehensive sign plan to be an enhancement of the site. To provide some flexibility in the number and locations of the wall signs the applicant will need to have an amended the center's Conditional Use 1 Planned Unit Development The site is zoned "CC" City Center District which encourages four sided building architecture, share parking lot, and shared access via private streets. ANALYSIS Design Guidelines. Page 21 of the Design Guidelines refers to wall and projecting signs such as this: Signs should be positioned so they are an integral design feature of the building and to complement and enhance the building's architectural features. Signs should not obscure or destroy architectural details such as stone arches, glass transom panels, or decorative brickwork. Signs may be placed: 0 In the horizontal lintel above the storefront windows • Within window glass, provided that no more than 33 percent of any individual window is obscured • Projecting from the building As part of an awning 0 In areas where signs were historically attached The Design Guidelines support the proposed "marketing sign" that Lifetime Fitness is seeking. Sign Ordinance for Multi -Tenant Buildings. The site is occupied by 13 retailers and 3 vacant spaces. By code, a multi -tenant building can submit a comprehensive sign plan to have more than one sign on site. 3-50(k) (5) c.1 regulates wall signs for multiple occupancy buildings: A. Maximum area. The total allowable sign area for a multiple occupancy structure shall not exceed 15 percent of the combined wall surfaces on walls which abut streets in business or industrial zoning districts. No individual tenant identification sign may exceed 100 square feet in area. Staff Comment. The large "marketing signs" are 58.67 square feet each; all lettered signs are less than 100 square feet and under 15% of the building fagade. B. No multiple occupancy structure may display more than two overall building identification signs. The total area of individual tenant wall signs, awning signs, canopy signs and marquee signs shall not exceed ten percent of the building fagade of the individual tenant bay. Staff Comment. The applicant is proposing tenant identification signs, one on the parking lot side, and one on the back side of the building It should be noted that the "Applebee's" restaurant is not part of the comprehensive sign plan, but also contains one sign on the front of the building and one on the back. The "marketing signs" do not fit the definition of wall sign, awning sign, canopy sign, or marquee sign. These signs contribute to the fagade appearance and will need to be approved as part of the CUP/PUD flexibility. C. Except for subsection (k) (5) c.1.iv of this section, tenant wail, awning, and banner signs shall be located on the building facades of the tenant bay occupied by the business. Staff Comment: The Shopping Center is creating a sign band along the full length of the rear building wall with the intent of identifying each of the center's tenants. Tenants like Love Nails, GNC, Cosmo Prof, Jackson Hewitt, Pioneer Dental, Northshore Vape do not have exterior walls on the west side of the building are not eligible for a tenant sign on the west wall. This would be a design flexibility that would need approval through the CUP /PUD. D. The location of all wall signs and awning signs shall be established through an approved comprehensive sign plan. No illuminated wall signs shall be located on the side of a building where the lot directly abuts a residential zoning district. Staff Comment. While the subject site is adjacent to R-4 zoning to the northeast, it's only abutting other CC uses. CONCLUSION Two of the stated goals of the CC district are: "(4) Require aesthetically pleasing building and site design through the use of high- quality building materials, landscaping and architectural design. "(5) Encourage a sense of activity and liveliness along from building facades, public open spaces and sidewalks." In this circumstance we are dealing with a back of a building that is very visible to the City's new redevelopment site. The enhancement of this building and site benefits both the applicant's site and surrounding properties. The addition of the signs to the west side of the building contributes to the aesthetic appearance of the building, giving it a building front impression. Review of the Comprehensive Sign Plan standards of the New Hope code reveals that the applicants request does not meet all the standards. Some flexibility with regard to sign numbers and their location is needed for this plan to proceed. The New Hope Shopping Center renovation was approved in 1985 as a conditional use/ planned unit development. This CUP /PUD may be amended to consider this sign plan and it request for flexibility is deem acceptable. City Staff views this request as be very unique in how it relates to the larger goals of the City Center plans and zoning objective. Staff is supportive of the comprehensive sign plan and the requested flexibility. Design uiddlinet City bf Now H+ Pe ALL DISTRICTS Signs Objective: To encourage signs that are architecturally compatible with the style, composition, materials, colors, and details of the building, and with other signs on nearby buildings. Signs should be an integral part of the building and site design. Projection Sign Wall and projecting signs Signs should be positioned so they are an integral design feature of the building and to complement and enhance the building's architectural features. Signs should not obscure or destroy architectural details such as stone arches, glass transom panels, or decorative brickwork. Signs may be placed: • In the horizontal lintel above the storefront windows Within window glass, provided that no more than 33 percent of any individual window is obscured Projecting from the building • As part of an awning In areas where signs were historically attached Monument Sign Canopy Sign March 24, 2008 21 +pity of N aw Hope Dosiigri -Guidelines Signs, continued Shape- Wall signs should generally be rectangular. Inmost cases, the edges of signs shall include a raised border that sets the sign apart from the building. Individual raised letters set onto the sign area surface are also preferred. Projecting signs may be designed in a variety of shapes. Colors- Sign colors shall be compatible with the building facade to which the sign is attached. No more than three colors should be used per sign, unless part of an illustration. To ensure the legibility of the sign, a high degree of contrast between the background and letters is preferred. Aoombination of sofUneutral shades and darktrich shades (see Build- ing Colors standard) are encouraged. Materials- Sign materials should be consistent or compatible with the original construction materials and architectural style of the building facade on which they are to be displayed. Natural materials such as wood and metal are more ap- propriate than plastic. Neon signs may be appropriate for windows. Illumination- External illumination of signs is permitted by incandescent, metal halide, or fluorescent light that emits a continuous white light. Light shall not shine directly onto the ground or adjacent buildings. Neon signs are permitted. Internally lit awnings are not permitted. Internally lit box signs and variable electronic message signs are discouraged. Free-standing signs- Ground or monument signs are encouraged rather than pylon signs. Sign materials, colors, and architectural detailing should be similarto those of the principal building. The area around the base of the sign should be landscaped. Monument sign Commercial monument sign with readable graphics and quality materials. 22 March 24, 2008 PLANNING CASE REPORT City of New Hope Meeting Date: June 7, 2016 Report Date: June 3, 2016 Planning Case: 16-10 Petitioner: Quinn Hutson — CNH Architects Address: 9101 Science Center Drive Project Name: Avtec Finishing Systems Project Description: Construction of a 20,763 -square foot addition Planning Request: Site Plan Review I. Type of Planning Request A. Site Plan Review II. Zoning Code References Section 4-35 Administration Site Plan Review III. Property Specifications Zoning: I, Industrial Location: Midblock on south side of street between Boone Avenue and Hwy 169 frontage road. Adjacent Land Uses: I, Industrial to the north, south, east and west Site Area: 5.52 acres Building Area: 54,627 square feet Proposed Addition: 20,763 square feet Planning District: Planning District 3. The city's Comprehensive Plan states that it is a goal to preserve and enhance the industrial land uses, specifically by working with existing. industries to encourage business retention and in-place expansion. The proposed addition to the building at 9101 Science Center Drive perfectly supports this goal. IV. Background Avtec Finishing Systems specializes in metal plate finishing, and desires to expand their operations. The proposed 20,763 square foot addition will improve workflow through added space and remodeling. The proposed expansion will enlarge the shipping and receiving operations and will also Planning Case Report 16-10 Page 1 6/3/16 include a new two-story office. Along with the building addition, the parking lot will also be enlarged to accommodate the minimum code requirements. V. Zoning Analysis A. Plan Description 1. Setbacks and bulk requirements (Building Placement The minimum lot area is one acre, and the minimum lot width is 100 feet in the Industrial District. The district restricts building height to 72 feet and allows for no more than 80 percent lot coverage for hard surface materials. The property in question is 5.52 acres and is approximately 392 feet wide, both meeting the minimum requirements. At its highest elevation, the proposed building will be 29 feet in height. Last, the site coverage will be 58.7% hard surface with the proposed addition and new parking lot. The following table outlines that the existing building and proposed expansion will meet the minimum required setbacks: B. Site Plan Requirements 1. Circulation Access Traffic & Emergengy Vehicle Access The property currently has only one access point off of Science Center Drive, and the proposal will add a second access point, greatly improving the site circulation for traffic. Semi traffic will be able to access the site from the eastern entry point and drive directly to the four new loading dock bays located on the east side of the building. Currently, semi traffic has to circle to the back of the building to two loading dock bays, requiring the use of a circulation easement from the adjacent property. The Fire Department has also reviewed the plans and has no problem with future emergency vehicle access. 2. Curbing, Sidewalk & Pavement The parking lot will be paved with curbs and striped accordingly. A curb cut on the west central part of the property will be closed, while the curb cut that accesses the easement on the southwest part of the property will remain. 3. Parking In the Industrial District, manufacturing uses require a minimum of 1 parking stall for each 500 square feet of use. Warehousing uses require a minimum of 1 parking stall for each 1,500 square feet of use, and office uses require a minimum of three stalls plus 1 parking Planning Case Report 16-10 Page 2 6/3/16 Required Existing Proposed Compliant Front Yard 30 feet 2205 feet =127 feet Yes Side Yard (east) 10 feet 30 feet 30 feet Yes Side Yard (west) 10 feet 10 feet 10 feet Yes Rear Yard 30 feet z50 feet ~50 feet Yes B. Site Plan Requirements 1. Circulation Access Traffic & Emergengy Vehicle Access The property currently has only one access point off of Science Center Drive, and the proposal will add a second access point, greatly improving the site circulation for traffic. Semi traffic will be able to access the site from the eastern entry point and drive directly to the four new loading dock bays located on the east side of the building. Currently, semi traffic has to circle to the back of the building to two loading dock bays, requiring the use of a circulation easement from the adjacent property. The Fire Department has also reviewed the plans and has no problem with future emergency vehicle access. 2. Curbing, Sidewalk & Pavement The parking lot will be paved with curbs and striped accordingly. A curb cut on the west central part of the property will be closed, while the curb cut that accesses the easement on the southwest part of the property will remain. 3. Parking In the Industrial District, manufacturing uses require a minimum of 1 parking stall for each 500 square feet of use. Warehousing uses require a minimum of 1 parking stall for each 1,500 square feet of use, and office uses require a minimum of three stalls plus 1 parking Planning Case Report 16-10 Page 2 6/3/16 stall for each 300 square feet of use. The following table illustrates the parking demand for the facility after the proposed addition: Category Office Manufacturing Warehouse Total Square Feet (after 7,470 sq. ft. 33,864 sq. ft. 26,517 sq. ft. addition) Parking Ratio Required 3 stalls, plus 1 1 stall for each 500 sq. 1 stall for each 1,500 stall for each 300 ft. sq. ft. sq. ft. Required Parking (after 28 stalls 68 stalls 18 stalls addition) Total Spaces Required (after addition) 114 stalls Total Spaces Provided (after addition) 117 stalls The applicants meet the minimum code requirement for parking with the proposal. 4. Loading & Deliveries As stated previously, semi traffic will be able to access the site from the eastern entry point and drive directly to the four new loading dock bays located on the east side of the building. Currently, semi traffic has to circle to the back of the building to two loading dock bays, requiring the use of a circulation easement form the adjacent property. The proposed addition will enhance the loading and delivery functions of the business. 5. Landscaping & Screenin The property contains a number of mature trees that will be removed to accommodate the site improvements. The city requires the City Forester to inventory the site and identify significant, preferred trees that are to be removed. The city's tree replacement policy requires the replacement of significant, preferred trees at a rate of 0.5 caliper inches of new trees for each 1 caliper inch of tree removed. The proposed development would result in the removal of 83 caliper inches of preferred trees, resulting in the requirement to install 41.5 caliper inches of trees. The proposed landscape plan includes the installation of 4 Sentry Lindens, 5 Emerald Lustre Maples, and 3 Pink Spires Crabapple trees, totaling 42 caliper inches. Staff has some concerns related to the size and placement of some new tree plantings. Three of the proposed trees along the north property line are located in a narrow five-foot strip between Science Center Drive and the new parking lot. In addition to being narrow, this strip contains underground utilities that may conflict with the new tree plantings. Staff recommends moving these trees to another area on the site. Planning Case Report 16-10 Page 3 6/3/16 New Hope Code also requires that parking lots be screened from adjacent street rights-of- way. The landscape plan shows a hedgerow planted along the northern edge of the parking lot, effectively screening the lot from Science Center Drive. The proposed landscape plan does not propose irrigation. Outdoor spigots will be provided for landscape maintenance. The site plan should show the location of the spigots. 6. Lighting Plan The applicant has provided a photometric plan for the new parking and paved areas around the building. The parking lot light plan meets the code for light levels and fixture type. The photometric plan does not include existing wall mounted fixtures on the south and west sides of the building. The city code requires an average of five foot candles at building entrances. The photometric plan shows only a 1.8 -foot candle at the main entrance. The applicant must provide lighting to meet city standards at the main entrance and also demonstrate lighting for each of the man door exits. 7. Utili1y Plan The site plan indicates that the utility connections will remain the same, however the sanitary sewer connection will be moved north along with the building expansion. Staff recommends that the existing water main that parallels the railroad tracks be replaced in areas where there are proposed improvements or grading. If replacement is not possible, protection may be necessary to ensure that the main is not exposed to a freezing hazard. For full comments regarding the utility plan, please refer to the attached engineers report. 8. Grading, Drainage & Storm Water Management The applicant has submitted a grading and drainage plan that directs hard surface storm water to an infiltration basin on the east side of the property, as well as a pond on the southeast portion of the property. Significant grading is proposed along the north and east lot line to accommodate the expanded parking area. The applicant is currently working with the City Engineer to finalize the storm water management requirements of the city. For full comments regarding drainage, grading and storm water management, please refer to the attached engineers report. 9. Snow Storage The site plan indicates a snow storage area along the eastern railroad easement. City Code requires that a snow storage area be devoted to accommodate a minimum of 10% of the total amount of pavement on the property. After construction, the property will have approximately 68,084 square feet of pavement, requiring 6,808 square feet of snow storage space. The proposed area indicated for snow storage is over 14,000 square feet in size, meeting the minimum requirement. 10. Design Guideline Compliance The New Hope Design Guidelines are in place to reinforce the community's vision for development, foster high quality architecture and site planning, encourage creativity in accomplishing design goals, and to protect public and private investment in buildings and Planning Case Report 16-10 Page 4 6/3/16 infrastructure. In new construction, the Design Guidelines are applicable, and the applicant must submit plans that are consistent with the intent of the guidelines. The proposed addition building architecture complies with the New Hope Design Guidelines in that: a. The building has a defined base, middle and top. b. Through its exterior materials and wall design, the building is visually divided into distinct modules. c. The use of windows and entryways provide attractive ground level expression. d. The variable wall heights provide the building with visual interest. e. The applicant has chosen a variety of aggregate precast panels, glass, doors, and metal as exterior materials. These materials are consistent with the New Hope Design Guidelines for industrial buildings. 11. Trash Enclosure The applicant has provided detail of the proposed trash enclosure. The enclosure will consist of concrete screen walls painted to match the building. In review of the enclosure, staff recommend that the western screen wall be extended an additional five feet to fully screen the trash dumpster from the property to the west. 12. Rooftop Equipment Screenin The applicant has submitted elevation plans showing the location of new rooftop equipment. The plans show that the new equipment is screened from views at the property line, thereby meeting code. 13. Fire Department Review The site plan shows a fire hydrant along the west side of the building. There is also an additional fire hydrant across Science Center Drive to the northwest of the building. The Fire Marshal has reviewed the submitted plans and offers the following comments: ■ Providefire lanes on the southeast drive aisle on both sides of the road, Provide a fire lane directly in front of the fire department connection (FDC). The fire lane should extend 10 feet on each side of the FDC. The new addition shall have afire sprinkler system. The warehouse fire sprinkler design shall be designed to meet commodity and storage heights. • A full code review will be conducted once a full set of architectural plans are available. Planning Case Report 16-10 Page 5 613116 C. Zoning Code Criteria 1. Site Plan Review Modification of or additions or enlargements to a building, or buildings, accessory site improvements, and/or land features of a parcel of land that result in the need for additional parking or increase the gross floor area of the building by 25 percent or more require site plan review. Criteria. In making recommendations and decisions upon site and building plan review applications, the staff, Planning Commission, and City Council shall consider the compliance of such plans with the following standards: (a) Consistency with the various elements and objectives of the city's long range plans, including, but not limited to, the Comprehensive Plan. Findings. The Comprehensive Plan supports building expansion in the Industrial District as a means to promote business retention. (b) Consistency with the purposes of this Code. Finding The proposal is generally consistent with the purposes of the City Code, meeting all minimum setback requirements and other elements of the City Code. (c) Preservation of the site in its natural state, insofar as practicable, by minimizing tree and soil removal, and designing any grade changes so as to be in keeping with the general appearance of neighboring developed or developing areas. Findings;. The proposed site plan is designed to take advantage of available land to be used to expand the building. The applicant has meet all tree preservation and replacement requirements in a manner that promotes good preservation of the site. (d) Creation of a harmonious relationship of buildings and open spaces with the terrain and with existing and future buildings having a visual relationship to the proposed development. Findings. Staff believes the proposal for site and building is adequate and will be of a harmonious nature. The building materials and landscaping plan will enhance this industrial area. (e) Creation of a functional and harmonious design for structures and site features. 1. Creation of an internal sense of order for the various functions and buildings on the site and provision of.a desirable environment for occupants, visitors, and the general community. Findings. The proposed addition and landscape plan promotes a good sense of order. 2. Appropriateness of the amount and arrangement of open space and landscaping to the design and function of the development. Planning Case Report 16-10 Page 6 6/3/16 Findings. The landscape plan for the site includes landscaping that meets the minimum city code requirements, and takes advantage of current green space on the property. 3. Appropriateness of the materials, textures, colors, and details of construction as an expression of the design concept of the project and the compatibility of the same with the adjacent and neighboring structures and functions. Findings. The proposed building materials and colors are consistent with the intent of the New Hope Design Guidelines. 4. Adequacy of vehicular, cycling 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, cycling and vehicular traffic and arrangement and amount of parking so as to be safe, convenient and, insofar as practicable, compatible with the design of proposed buildings, structures and neighboring properties. Findings. Vehicle access points will be enhanced with the construction of a second access point off of Science Center Drive. Site circulation will also be improved with the relocation of the loading docks on the building. (f) Creation of an energy -conserving design through design, location, orientation and elevation of structures, the use and location of glass in structures, and the use of landscape materials and site grading. Findings. The proposed building will use modern building materials and technologies to maximize energy conservation. (g) Protection of adjacent and neighboring properties through reasonable provisions for such matters as 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. Findings. The applicant will be working with the City Engineer to design proper storm water management systems for the property. D. Design and Review Committee The Design and Review Committee met with the applicant on May 19, 2016. The committee was in favor of the proposed development. E. Approval 1. Type of Approval a. Site Plan Review — quasi-judicial 2. Timeline a. Date Application Received: May 13, 2016 b. End of 60 -Day Decision Period: July 12, 2016 Planning Case Report 16-10 Page 7 613116 c. End of 120 -Day Decision Period: September 10, 2016 VI. Notification Property owners within 350 feet of the parcel were notified by mail and a legal notice was published in the SunPost newspaper on May 26, 2016. Staff has not received any questions regarding the development. Vil. Summary The applicant is requesting a site plan review in order to construct a 20,763 -square foot addition to their existing building located at 9101 Science Center Drive, in order to facilitate improved operations and workflow. The applicants will perform extensive grading of the property in order to accommodate more on-site parking needed to meet minimum code requirements. After reviewing the application, staff has determined that the proposal would be a good fit for the Industrial District. VIII. Recommendation Staff recommends that the Planning Commission recommend approval of the site plan review, with the following conditions of approval: 1. The west trash enclosure screen wall shall be extended an additional five feet to fully screen the trash handling equipment. 2. The applicant shall resubmit a photometric plan that verifies light levels at all building entrances meet code. 3. The pole height for freestanding light fixtures shall not exceed 25 feet in height. 4. The applicant shall revise the site plan by adding no parking signs along both sides of the southeast drive aisle. 5. The site plan shall be revised to provide a fire lane directly in front of the fire department connection as described in the Fire Marshal's report dated June 3rd, 2016. 6. The landscape plan shall be revised to show that the three trees proposed along the north property line that are located in-between the curb cuts, have been moved to another area on the site. 7. The applicant shall enter into a site improvement agreement with the city to ensure the completion of all required improvements. (To be prepared by the City Attorney). 8. The applicant shall provide financial guarantee in the form of an irrevocable letter of credit for landscaping and site improvements located in the public domain (amount to be determined by city engineer and building official). 9. The applicant shall enter into a storm water maintenance agreement with the City (to be prepared by the City Attorney). 10. The storm water management and drainage plans shall be reviewed and be subject to final approval by the City Engineer and Public Works. Planning Case Report 16-10 Page 8 6/3/16 11. The site utility plan shall be subject to review and final approval by the City Engineer, Fire Marshal, and Public Works. 12. The applicant will provide record plans or as -built drawings to the City following project completion. Attachments • NAC Memorandum (6-2-16) • Application (5-13-16) • Project Narrative (5-27-16) • West Metro Fire Memorandum (6-3-16) • Stantec Memorandum (6-3-16) • Site Plans (5-26-16) Planning Case Report 16-10 Page 9 613116 + NORTFI-IIYUT ASSOC.IATEP CONSULTANTS. INC, z �. _ 4150 Oison Memorial Hig;sway, Ste. 320, Golden Vaiiey, Mi`! 55422 Telephone: 763.957.1100 Website: wvrw.nacplanning.com PLANNING REPORT TO: Jeff Sargent FROM: Alan Brixius I Ryan Grittman DATE: June 2, 2016 RE: New Hope — AVTEC Building Expansion — 9101 Science Center Drive FILE NO: 131.01 — 16.07 BACKGROUND AVTEC Finishing Systems has submitted an application for a building and site plan review for property located along 9101 Science Center Drive. The proposed site plan includes 25,388 square feet of additional space, and remodeling of existing space. The proposal includes a one and two story addition, office space, expanded shipping and receiving area, and a larger parking lot. The site is zoned 1, Industrial. Under the Industrial Zoning District, manufacturing and office space is an allowed use. The site is currently occupied by AVTEC with approximately 55,382 square feet of existing building space. The site is adjacent to industrial zoning on all sides. By code, a project of this scale requires a building and site plan review. ISSUES ANALYSIS Comprehensive Plan. The proposed building expansion is in an area of the City that is guided for industrial use. The City has identified three goals in its Comprehensive Plan related to the industrial areas of the City. The first goal relates to this project: "Retain and expand New Hope's industrial land uses to insure a diverse tax base and local employment opportunities." The subject site falls in Planning District 3 of the Comprehensive Plan. The Comprehensive Plan identifies this area as having a strong industrial base and is in good condition. Planning goals for District 3 include the retention and expansion of existing industries. The Comprehensive Plan supports projects such as the one proposed by AVTEC Finishing. Zoning. The subject site is zoned I, Industrial. Within the I District, manufacturing, office space, and warehouse space are all allowed uses. The proposed facility expansion is an allowed use within the I Zoning District. Lot Area and Setbacks. The subject site is approximately 5.52 acres in area and has a lot width of approximately 392 feet. This exceeds the standards for the I District. The following table illustrates that the existing building and proposed expansion will meet the required setbacks: Re uired ExistingProposed Com liant Front Yard 30 feet 205 feet 4 inches 110 feet Yes Side Yard (East) 10 feet 30 feet (from railroad easement) 30 feet (from railroad easement)I Yes Side Yard est 10 feet 10 feet 10 feet Yes Rear Yard 1 30 feet 60 feet 60 feet Yes Easements. The property has a railroad easement running from north to southwest through the property. The existing building and building expansion meet the setbacks from the railroad easement. The site is also served by an access easement on the west side of the property. Maximum Site Coverage. Within the I District, the total impervious surface is limited to 80%. The total lot area is 5.52 acres. The proposed impervious surface on site will be 140,005 square feet. The site coverage will be 59.3%. The site coverage meets the City's requirements for impervious surface limits. Maximum Building Height. The maximum building height in the I District is 72 feet or six stories, whichever is less. The proposed building has a maximum height of 29 feet and two stories. The proposed building height meets the City's requirements. Building Type and Construction. The elevation plan (Plan CS02) shows the exterior materials of the existing building and those proposed for the new addition. The existing building exterior material consists of CMUs. These areas will be painted to match the color of the new addition. The exterior materials of the new addition will consist of exposed aggregate precast panels. These panels will have accent bands and some raked finishes to provide some variation of base, middle and top of the building, as well as giving the building some vertical elements to break up the building appearance. The applicant is proposing a two story office addition at the northwest corner of the building. To draw attention to the building entrance, they are proposing a combination of glass curtain walls with corrugated metal panels to access this area. The amount of 2 metal panels has been greatly reduced from the initial submission. The current plan set provides an attractive industrial building that meets the New Hope Design Guidelines. Rooftop Equipment. Plan CSO4 is the roof plan showing the placement of rooftop equipment for the new building addition. These units are set back 30+ feet from the building edges. The applicant's plan CS03 provides a plan view from property lines showing that the rooftop equipment will not be visible from the street at ground level. This arrangement is acceptable, however, we would recommend that the rooftop equipment be painted to match the building to further obscure them from view. Trash Enclosures. The new Plan CS01 shows outdoor trash enclosures at the south end of the building. The trash enclosures will consist of concrete screen walls painted to match the building. In review of the trash enclosure, we would recommend that the western screen wall be extended an additional five feet to fully screen the trash dumpster from the property to the west. The trash enclosures do not have gates. In light of their location facing the raised railroad tracks, we do not believe gates are needed in that the trash equipment is fully screened from properties to the south. Parking. The following table illustrates the parking demand for a facility such as this: Category Office Manufacturing Warehouse Total Square Feet after addition 10,602 SF Net 25,520 SF Net 36,571 SF Net j Parking Ratio Required 3 stalls + one stall 1 stall per 500 SF pe r 300 SF 1 staff per 1,500 SF Required Parking after addition 38 stalls ! 51 stalls 24 stalls Total Spaces Required after addition Total Spaces Proposed (after addition) 113 stalls 120 stalls The proposed site plan is compliant with the required number of parking spaces. The site plan shows 120 parking stalls as well as five disability parking stalls which is appropriate for a project of this size. The north parking lot has been dimensioned with parking stalls that are 8 feet, 9 inches wide and 18 feet long. To qualify for the shorter parking stall length, the applicant has outlined the following snow removal components: Snow storage area is 11 % of the total .paved area along the east side of the parking and loading areas. 2. The snow storage areas will spread out over the site for better distribution of the snow. 3. The applicant commits to snow removal with every snow event. 3 4. The new parking calculation provides a 10% floor area reduction, demonstrating an oversupply of parking by 17 spaces. With these conditions in place, the north parking lot meets the City's parking lot dimension standards. The east parking area is also compliant with City standards. The parking lot meets required setbacks. Curb Cut Access. The curb cut access on the northeast part of the property that connects to Science Center Drive will remain. A new access onto Science Center Drive is proposed on the northwest part of the property. The two accesses are 230 feet apart which meets code. A curb cut that accesses the easement on the southwest part of the property will remain. The northeast curb cut has been expanded to a 32 foot width and provides for a generous curb radius for truck movements. The curb cut width is acceptable with the approval of the City Engineer. Loading Area. The site plan shows a loading bay with five overhead doors along the eastern part of the addition. The loading bays will be accessed from Science Center Drive at the northeast curb cut access. This northeast curb cut has been widened to improve movements into the lot by larger semi -trucks and trailers. The site plan has been significantly modified from the initial submission with regard to the loading area design. The new layout reduces the loading area by 25 feet in the east -west direction. The current plan shows adequate space for trucks leaving the loading berth, however, the plans must demonstrate that the design provides sufficient area to allow trucks to successfully back into the loading berths without hitting the retaining wall on the south side of the loading area or other trucks. If this truck maneuvering cannot be demonstrated, some plan revisions may be necessary. Landscaping. The City of New Hope Ordinance requires a landscape plan for all commercial and industrial properties. The site currently contains a number of mature trees that will be removed to accommodate the site improvements. The City Forester conducted a survey of the site and identified four Ash trees and two Spruce trees, totaling 83 caliper inches as significant preferred trees. The City Code requires the replacement of the trees on a ratio of .5 inches of new trees for every one inch removed. This site must provide 41.5 inches of replacement trees. The total replacement trees shown on the landscape plan total 42 inches, meeting the City's requirements. In review of the landscape plan, we raise the following issues: The landscape plan shows a five foot landscaped parking lot setback along the north lot line. Within this setback area, there appears to be utilities. The survey does not show any easement beyond the right-of-way. We believe that the shrub planting will not impact the in-place utilities, however, concern exists with the placement of the Maple trees. Gopher One inspection must be conducted to 4 determine the location of existing utilities and the applicant's landscape architect must certify that the selected plantings can co -exist with the in-place utilities. If this area cannot support the trees as they mature, alternative locations must be provided on site. If the trees can co -exist with the utilities, we would suggest recommendation #2 below. 2. At the northern edge of the parking lot, the landscape plan proposes four Maple trees having a four inch caliper balled and burlapped, spaced 75 feet apart. Two of these trees are located within the five foot parking lot setback. The size of the trees, the size of the root ball, and the parking lot construction raises concerns as to the location and serviceability of these trees. In light of the physical constraints of this area and current proposed spacing of trees, we would recommend that the spacing of trees be reduced to 40-50 feet and the tree size be reduced to 2.5 inch caliper. This should be less expensive in cost of the trees, provide more manageable planting, and provide greater survivability. Within this area, two trees would be replaced by four smaller trees without a loss of total caliper inches. 3. The site is over parked by 17 spaces. Based on this finding, we would recommend that the landscape island on the east side of the northwest curb cut be expanded through the loss of one parking stall. The larger landscape island will offer more space and growth area for the four inch tree. 4. The proposed lilac hedge along the north side of the parking lot is appropriate and meets City standards. 5. The landscape plan does not propose irrigation, rather outdoor spigots are to be provided for landscape maintenance. The site and building plans should show location of the spigots. This may be acceptable with the applicant's understanding that the approved landscape plan runs with the property and any diseased or dead plantings shall be replaced by the property owner. Snow Storage Plan. The site plan shows a snow storage area in the east side of the property. The landscape plan indicates that this area will be seeded after construction. The snow storage area is required to be ten percent of the pavement area. The proposed paved area after construction will be 68,084 square feet. Therefore, the snow storage area needs to be 6,808 square feet. The applicant's narrative reveals that the snow storage area totals 11 % of the site's paved area, exclusive of the infiltration pond. Site Lighting. The applicant has provided a photometric plan for the new parking lot and paved areas around the building. The foot candies range from 0.0 to 10.9 on the property. By code, the parking lot lighting for a parking lot in an industrial zone shall be 0.2 foot candles on average. The parking lot light plan meets the requirement for lighting. The applicant has provided cut sheets of the fixtures they intend to use on the parking lot and drive areas. The light fixtures consist of nine new wall mounted units and two freestanding units. The a maximum height of freestanding light fixtures is 25 feet. Each of the light fixtures have a 90 degree cutoff design with a flat lens to shield the light source. The light levels across the parking lot and at the property lines meet code. The photometric plan does not include existing wall mounted fixtures on the south and west sides of the building. The City requires an average of five foot candies at building entrances. The photometric plan shows only an 1.8 foot candle at the main entrance. The applicant must provide light to meet City standards at the main entrance and also demonstrate lighting for each of the man door exits. Grading and Drainage Plan. The applicant has submitted a grading and drainage plan that directs hard surface storm water to an infiltration basin on the east side of the property as well as a pond on the southeast part of the property. Significant grading is proposes along the east lot line to accommodate the expanded parking and loading areas. The infiltration pond is located over an existing water main. The applicant must demonstrate the need protections relating to reducing the ground cover over this utility per the city engineer. This plan is subject to further review by the City Engineer. Utility Connections. The site plan shows the utility connections will largely remain the same. The sanitary sewer connection will be moved north along with the building expansion. No other changes appear to be proposed. The property also has a gas line that runs across the north property line and the west property line to a building connection on the west wall of the building. The property also has a water line that runs around the building on all sides. The line connects to a fire hydrant on the west side of the property. The site plan does not show a water line connection to the building. The site plan also shows a sanitary sewer line on the front of the property that runs north to the connection at the street. Fire Connection. The site plan shows a fire hydrant along the west side of the building. There is also an additional fire hydrant across Science Center Drive to the northwest of the building. The site plan does not show a fire connection to the building. This is subject to review and recommendation by the City Fire Chief. RECOMMENDATION Based on our review of the plans submitted on behalf of AVTEC dated May 27, 2016, we recommend approval of said plans with the following conditions: 1. The rooftop equipment be painted to match the building. 2. The west trash enclosure screen wall be extended an additional five feet to fully screen the trash handling equipment. 3. City approval of the snow removal plan to allow the reduction in parking stall size. 4. The applicant provide a plan illustrating the backing movements for semi -truck access in the east loading berths. This must be shown to ensure that the loading areas are properly dimensioned to accommodate the access and egress of the loading areas. 5. Landscape plan approval subject to the following conditions: a. The utilities along the north lot line must be located and the applicant's landscape architect must certify that the trees proposed in this area can co -exist with utilities without damage to either. If not, tree relocation areas must be identified. b. If trees are appropriate along the north properly line, replace the four inch Maples within the five foot parking lot setback with 2.5 inch Maples spaced at 40-50 foot intervals. G. Expand the landscape island on the east side of the northwest curb cut by one parking stall to better accommodate the four inch Maple trees. d. The plan shows the location of spigots and their accessibility to landscaped areas. 6. Lighting plan approval subject to the following conditions: a. Provide five foot candies of light at the main building entrance. Show lighting at each building man door. b. Freestanding light fixtures and poles shall not exceed 25 feet in height. 7. The grading and drainage plan shall be subject to the conditions and recommendations of the City Engineer. 8. Utility plans shall be subject to the conditions and recommendations of the City Engineer and City Fire Inspector 7 PLANNING APPLICATION TO PLANNING COMMISSION AND CITY COUNCIL City of New Hope, 4401 Xylon Avenue North, New Hope, MN 55428 Basic Fee Case No. 16-10 Planning Deadline 5/13/2016 Receipt No. Received by KC Name of Applicant: Ouinn Hutson - CNH Architects Phone: (952) 431-4433 Applicant. Address 7300 W 147th Street, Shite 504, Apple Valley, MN 55124 Street Location of Property: 9101 Science Center Drive Legal Description of Property: See attached legal description OWNER OF RECORD: Name: Peter Waldo - Avtec Properties Address: 2929 1st Avenue S, Minnea .olis, MN 55408 Home Phone: Deposit PID: 07-118-21-21-0004 Work Phone, 763-489-7022 Fax: Applicant's nature of Legal or Equitable Interest: Type of Request: (pertaining to what section of City Code) Site Plan Review Please outline Description of Request: (use additional pages if necessary) See attached narrative Why Should Request be Granted: See attached narrative (attach narrative to application form if necessary) G:\CommDevlPLANNINGWI5C l7EM&Planning applitWon.don WAS) Applicant acknowledges that before this request can be considered and/or approved, all fees, including the basic zoning fee and any zoning deposits (as outlined in the attached application materials) must be paid to the city. There are three city consultants — legal, planning, and engineering - that generate additional expenses. Expenses incurred that exceed the amount of the zoning deposit will be billed and are the responsibility of the applicant. The city hereby notifies the applicant that state law requires that the development review be completed within 60 days from the city's acceptance of this application. If the development review cannot be completed within 60 days, regardless of the reason, the city shall extend the review completion deadline an additional 60 days as also permitted by state law. Development review shall be completed within 120 days unless additional review extensions are approved by the applicant in writing. The Community Development Department w1,1l otify you of all meetings. Signed: Fee Owner (print or type name) Other than Owner (print or type) Evidence of Ownership Submitted: Certified Lot Survey: Legal Description Adequate: Legal Ad Required: Date of Design & Review Meeting: Date of Planning Commission Meeting: By Planning Commission on: By City Council on: Subject to the following conditions: FOR CITY USE ONLY Yes No Required Yes No Required Yes No Required Yes No Required Approved: Denied: Approved: Denied: 7300 WEST '47TH STREET SUITE 504 APPLE VALLEY, MN 55124-7580 ($52) 431 - 4433 CITY SUBMITTAL DATE: May 13, 2016 CNH PROJECT NO: 16004 PROJECT NAME: AVTEC Finishing Systems - Building Addition PROJECT ADDRESS: 9101 Science Center Drive Revised: May 27, 2016 PROJECT NARRATIVE AVTEC Finishing Systems is a leader in the metal finishing industry located at 9101 Science Center Drive in New Hope. This growing business is planning to expand their operations and improve workflow through this proposed addition and remodeling. The project includes a 20,763 square foot one and two story addition relocating and expanding the shipping and receiving operations and also a new two story office portion. Along with this addition the parking lots are expanded to provide the required stalls to meet city requirements as well as the increased employee needs. This proposed expansion meets all the design standards of the city ordinances and as such we are submitting only for site plan review. The property is located in an Industrial (I) zoning district and is surrounded by I zoned properties for several blocks in all directions. The manufacturing operations are an approved use within this zoning district. The proposed site will have a total impervious surface of 59%, well below the 80% maximum permitted for this zoning district. Stormwater treatment, flow rates and infiltration are addressed between the existing stormwater ponds on the southeast corner of the site and the new structures shown on the attached civil drawings. The revised site plan improves the vehicle flow for both private vehicles and semi -truck traffic. The semi -truck flow enters the east drive off of Science Center Drive and directly goes to the new 3 bay loading dock area on the side of the addition. This replaces the one of the two former docks on the back of the building and simplifies the semi -truck flow. There is also pickup truck height dock adjacent to the semi -truck docks to serve shipping needs to lower vehicles. The employee parking has also been expanded providing 120 stalls, several more than the code required 114 stalls as shown on the calculation in the summary table shown on the site plan. The site landscaping provides a shrub hedge screening the parking at Science Center drive as well as adds new maple trees along the street where possible between existing utility lines and the remainder at the southeast portions of the site. These added trees meet the tree preservation requirements of the ordinance as reviewed with the City Forester. The disturbed portions of the remaining site will be seeded with turf grass in general and native pond mix at the infiltration pond. Snow removal process has been addressed providing snow storage area on the east side of the parking and docks totaling 11% of the total paved square footage without including the infiltration pond area. This area is spread out along this east side of the site allowing for improved snow P: Projects1201611600452 - De ignlCiry Review (Site, CUP)116004 AVTEC Project Narrative Revl.dom plowing access compared to existing conditions. Snow removal will occur daily during and following snow falls. The exterior of the addition will provide a new exterior wall on the east and north entire sides of the existing building. The new exterior walls for the manufacturing 1 warehouse portion of the addition are integrally colored, exposed aggregate precast concrete panels. These panels will have an accent band of the same color, but raked finish to provide additional interest and provide variation between the base, middle and top of the building. The new two story office at the northwest corner of the building is also precast panels but with accents of a prefinished metal panel system and storefront glass corner entrance area. This accent area provides interest and draws attention to the facility's entrance. All materials are no -maintenance, quality finishes providing long term durability. The existing portions of the building not covered with new walls will be repainted to match the new exposed aggregate panel colors. The precast panels are proposed to be a limestone aggregate providing a light tan color and the metal panels around the front entry will be prefinished in a matte black color, both as shown in the submitted colored elevations. A cut sheet of the metal panel system and example of a building with metal panels and precast has also been included in this submittal to provide additional information on these products. There were several other items discussed in the preliminary review process that have been addressed in this updated submittal. First, the trash dumpster and cardboard recycling dumpster has been shown on the plans at the back (south) of the building with masonry screen walls to match the building. Rooftop units for the addition have now been sized and indicated in the attached roof plan. These units are only serving the office portion of the addition as the mechanical systems for the shipping warehouse are internally located. As shown on the roof plan, the new units are placed on the back portions of the new office roof. We have included several perspectives standing on the property line showing that these mechanical units are not visible from that distance and therefore additional screen walls are not included. The light level plan has been updated adding building mounted shielded, LED down lights and indicating that the light levels are under 1.0 footcandle at the property lines. Finally, there was a question regarding the overhead doors on the west and south sides of the buildings. The one remaining dock door on the south side of the building will be used for delivery of facility metal and chemical supplies while the metal products to receive finish will arrive and depart from the new dock areas. This existing dock is at an angle matching the truck circulation and is easily accessed as shown on the site plan. The other existing overhead door is the location on the west elevation near the back of the building. This door is not used for regular deliveries or shipping as this is a metal finishing production area. It will occasionally be used to bring in new equipment or similar items into this part of the production floor. The rare access to this door would be from the existing pavement on the west and is covered by the access easement in place with this adjacent property. P:\PmjectsUO16\16OG4q - aesignlCity Review (Site, CUP)N 16004 AVTSC Project Narrative RevL.docx In summary, the project results in a new facade and an attractive office aesthetic while meeting the ordinance requirements for this zoning district. Finally, this addition and site expansion provides for expanded facility space to allow for AVTEC's business growth as well as allowing for improved operational flows, both inside and outside the facility bringing employment growth and opportunity to the community. Respectfully submitted, ��- �44-- Quinn Huston, AIA CNH Architects, Inc. cc: File Greg VanSickle — Greystone Construction Peter Waldo — AVTEC Finishing Systems Mike Roberg — AVTEC Finishing Systems P:\PwjectA2016M60U4\2 - 6esip\City Review (Site, COP)116004 AVTEC Pmject Narrative Revi.dom WEST METRO EIRE -RESCUE DISTRICT Serving the Cities of • Crystal •New Hope Neighbors Serving Neighbors 4251 Xylon Ave N. New Hope, A4N 55428 Voice 763.230.7000 Fax 763.230.7029 June 3, 2016 Re: Preliminary plan review for a new addition Avtec at 9101 Science Center Drive, New Hope, MN West Metro Fire -Rescue conducted a plan review on the preliminary site plan for a new warehouse/office to be located at the above mentioned address. The following items that are listed below are either comments or requirements per West Metro Fire -Rescue Districts Policies, City Ordinances and the 2015 Minnesota Fire Code and NFPA Standards: 1. Provide fire lanes on the southeast dive aisle on both side of the road. See attached map for details. 2. Provide a fire lane directly in front of the fire department connection (FDC). Roughly about 10 feet on each side of the FDC. 3. The new additions shall have a fire sprinkler system. The warehouse fire sprinkler design shall be designed to meet commodity and storage heights. 7. A full code review will be conducted once we receive a full -set of architectural plans and building permit application. If you have any questions or concerns feel free to contact Shelby Wolf Deputy Fire Marshal at (763) 230-7006. Sincerely, WN Shelby Wolf Deputy Fire Marshal www.westmetrofire.com tanteL June 3, 2016 File:193800102 Stantec Consulting Services Inc. 2335 Highway 36 West 5t. Paul MN 55113 Tal: (651) 636-4600 Fax: (651) 636-1311 Attention: Jeff Sargent Community Development Director City of New Hope 4401 Xylon Avenue North New Hope, MN 55428 Reference: 9101 Science Center Drive (Avtec) -Plan Review Dear Jeff, We have reviewed the revised redevelopment plans for 9101 Science Center Drive as submitted on May 27, 2016. The following are our comments and/or recommendations: Sheet C2 -Site Plan 1. Provide typical sections for the bituminous parking lot. 2. Concrete commercial driveway aprons shall be provided at the entrance locations and be installed per the attached City standard detail. Sheet C3 - Gradina & Drainage Plan 3. A maintenance agreement for the storm water filtration basin will be required and a sample agreement will be provided by the City. 4. An EOF for the filtration basin should be shown and labeled on the plan. 5. Care should be taken during construction that the retaining wall does not impede flows in the existing ditch. 6. It currently appears that runoff from the parking lot to the west flows onto this site and will be blocked by the proposed building addition and proposed curb. More information should be provided to show how this drainage will be rerouted. 7. The construction of the northerly parking lot will require grading on the neighboring property to the west. The applicant should provide proof of the ability to conduct this work (i.e. written agreement with the neighboring property owner). Design with community in mind (6, June 3, 2016 Mr. Jeff Sargent Page 2 of 3 Sheet C4 - Erosion Control Plan 8. Inlet protection should be shown at all storm sewer inlets. Sheet C5 - Utility Plan 9. The existing watermain that parallels the railroad tracks should be replaced in areas where there are proposed improvements and/or grading. 10. The basin draintile should be placed at the bottom of the filter media to prevent standing water as the underlying soils are not conducive to infiltration. 11. The draintile should be sloped to the extent possible to provide positive drainage below the filter material. 12. The section for the infiltration basin calls for restoration with rock mulch, while the Landscape Plan calls for a native seed. We recommend restoring the basin with a native seed mix or plants tolerant of inundation and drought, and turf reinforcement mat (TRM) to prevent erosion from occurring in the basin until vegetation becomes established. 13. The filter media should be a minimum of 18" deep and should consist of a mix of 70% fine filter aggregate (MnDOT Spec. 3149.2) and 30%p Compost (Grade 2 MnDOT Spec. 3890.213). Stormwater Management Plan Comments 14. Rational method calculations should be submitted for all proposed Stormwater pipes to meet the City's 10 -year design standard. 15. HydroCAD models should be submitted to verify that the proposed peak runoff rates do not exceed existing rates for the 2-, 10-, and 100 -year storm events. 6. A minimum time of concentration (TC) of 5 minutes should be used for the HydroCAD models in order to match the minimum TC for the OF curves of the model. 17. When designing the filtration basin for the 1.3 -inch rainfall event, the entire disturbed area should be factored into the storage volume per the Shingle Creek Watershed Management Commission Rules and Standards Rule 3.g(3). General Comments 1. Provide soil boring information. 2. Provide record plans oras -built drawings following project completion. 3. Submit and apply for all applicable permits, including NPDES Construction Stormwater Permit, and others as necessary. Design with community in mind June 3, 2016 Mr. Jeff Sargent Page 3of3 If you have any questions or require further information please call me at (651)604-4808. Regards, STANTEC CONSULTING SERVICES INC. Christopher W. Long, P.E. Attachments: Standard Detail STR-8; c. Aaron Chirpich, Bob Paschke, Bernie Weber, Dave Lemke, Shawn Markham, John Blasiak, Jeff Alger, Roger Axel - New Hope; Alan Brixius - NAC Planning; Shelby Wolf West Metro Fire; Kellie Schlegel, Adam Martinson, Tyler Johnson - Stantec. Design with community in mind Measurement for Pay A Expansion Joint r-12" B AB Integral Cast —� Expansion Joint DRIVEWAY PATCHING BEYOND Variable 12" 12" APRON WILL MATCH THE EXISTING SURFACE TYPE. SECTION WILL BE; 3" BIT. PAVEMENT W/ 6" CL 5 OR ° 6" CONC. PAVEMENT W/ 6" CL 5 ° SECTION A -A Typical �' :. ° . THRU B618 C&G 12" 12" 3 4" er SECTION B -B No. 4 Rebar, e . THRU CONCRETE GUTTER �6" Aggregate Base J�Aggregate Base i CONCRETE DRIVEWAY APRON LAST REVISION: Dec. 2015 Stantec COMMERCIAL PLATE NO. ff CITY OF NEW HOPE., MN STR-8 i 0 ^ Concrete Curb Concrete to 7" thick (minimum commercial) o and Gutter 01 and have 6 of compacted Class 5 Qiaggregate base (see specifications). x W All L SECTION o�F 7" Concrete Pavement o 6" Class 5 a` Measurement for Pay A Expansion Joint r-12" B AB Integral Cast —� Expansion Joint DRIVEWAY PATCHING BEYOND Variable 12" 12" APRON WILL MATCH THE EXISTING SURFACE TYPE. SECTION WILL BE; 3" BIT. PAVEMENT W/ 6" CL 5 OR ° 6" CONC. PAVEMENT W/ 6" CL 5 ° SECTION A -A Typical �' :. ° . THRU B618 C&G 12" 12" 3 4" er SECTION B -B No. 4 Rebar, e . THRU CONCRETE GUTTER �6" Aggregate Base J�Aggregate Base i CONCRETE DRIVEWAY APRON LAST REVISION: Dec. 2015 Stantec COMMERCIAL PLATE NO. ff CITY OF NEW HOPE., MN STR-8 T I '}2jrJo�F - �re't. I01 �Zr�.. Subcatc ment 1 Infiltration Pond Subcat Reach on 1E�i8 5-26-16 Infiltration Type 1124 -hr Rainfall= 9.30" Prepared by Lake & Land Surveying, Inc. Printed 5/27/2016 HydroCAD® 10.00 sln 01303 © 2012 HydroCAD Software Solutions LLC Page 2 Summary for Subcatchment 1S: Subcatchment 1 [49] Hint: Tc<2dt may require smaller dt Runoff _ 1.81 cfs @ 11.91 hrs, Volume= 0.090 af, Depth= 1.30" Runoff by SCS TR -20 method, UH=SCS, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs Type II 24 -hr Rainfall=1.30" Area (sfl CN Description _ 36,313 100 Paved parking, HSG A 36,313 100.00% Impervious Area Tc Length Slope Velocity Capacity Description (min) (fee`) (f+Jft) (ftlsec) (cfs) _ 0.9 65 0.0200 1.18 Sheet Flow, proposed new Impervious Smooth surfaces n=0.011 P2=2.80" 5-2616 Infiltration Type /I 24 -hr Rainfall= 9.30" Prepared by Lake & Land Surveying, Inc. Printed 5/27/2016 H droCAD® 10,00 sln 01303 © 2012 H droCAD Software Solutions LLC Paae 3 Hydrograph for Subcatchment 1S: Subcatchment 7 Time Precp. Excess Runoff hours' inches' inches cfs 0.00 O.00 0,00 0.00 0.50 0.01 0.01 0.01 1.00 0.01 0.01 0.01 1.50 0.02 0.02 0.01 2.00 0.03 0.03 0.01 2.50 0.04 0.04 0.01 3.00 0.04 0.04 0.01 3.50 0.05 0.05 0.01 4.00 0.06 0.06 0.02 4.50 0.07 0.07 0.02 5.00 0.08 0.08 0.02 5.50 0.09 0.09 0.02 6.00 0.10 0.10 0.02 6.50 0.':2 0.12 0.02 7.00 0.13 0.13 0.02 7.50 0.14 0.14 0.02 8.00 0.16 0.16 0.02 8.50 0.17 0.17 0.03 9.00 0.19 0.19 0.03 9.50 0.21 0.21 0.03 10.00 024 0.24 0.04 10.50 0.27 0.27 0.06 11.00 0.31 0.31 0.08 11,50 0.37 0.37 0.13 12.00 0.86 0.86 0.45 12.50 0.96 0.96 0.10 13.00 1.00 1.00 0.07 13.50 1.04 1.04 0.05 14.00 1.07 1.07 0.04 14.50 1.09 1.09 0.04 15.00 1.11 1.11 0.03 15.50 1.13 1.13 0.03 16.00 1,14 1.14 0.03 16.50 1.16 1.16 0.02 17.00 1.17 1.17 0.02 17.50 1.19 1.19 0.02 18.00 1.20 1.20 0.02 18.50 1.21 1.21 0.02 19.00 1.22 1.22 0.02 19.50 1.23 1.23 0.02 20.00 1.24 1.24 0.01 20.50 1.25 1.25 0.01 21.00 1.25 1.25 0.01 21.50 1.26 1.26 0.01 22.00 1.27 1.27 0.01 22.50 1.28 1.28 0.01 23.00 1.29 1.29 0.01 23.50 1.29 1.29 0.01 24.00 1.30 1.30 0.01 24.50 1.30 1,30 0.00 25.00 1.30 1.30 0.00 25.50 1.30 1.30 0.00 Time Precis. Excess Runoff (hours) (inches) (inches) (Cf S) 26.00 1.30 1.30 0.00 26.50 1.30 1.30 0.00 27.00 1.30 1.30 C.00 27.50 1.30 1.30 0.00 28.00 1.30 1.30 0.00 28.50 1.30 1.30 0.00 29.CO 1.30 1.30 0.00 29.50 1.30 1.30 0.00 30.00 1.30 1.30 0.00 30.50 1.30 1.30 0.00 31.00 1.30 1.30 0.00 31.50 1.30 1.30 0.00 32.00 1.30 1.30 0.00 32.50 1.30 1.30 0.00 33.00 1.30 1.30 0.00 33.50 1.30 1.30 0.00 34.00 1.30 1.30 0.00 34.50 1.30 1.30 0.00 35.00 1.30 1.30 0.00 35.50 1.30 1.30 0.00 36.00 1.30 1.30 0.00 36.50 1.30 1.30 0.00 37.00 1.30 1.30 0.00 37.50 1.30 1.30 0.00 38.00 1.30 1.30 0.00 38.50 1.30 1.30 0.00 39.CO 1.30 1.30 0.00 39.50 1.30 1.30 0.00 40.00 1.30 1.30 0.00 40.50 1.30 1.30 0.00 41.00 1.30 1.30 0.00 41.50 1.30 1.30 0.00 42.00 1.30 1.30 0.00 42.50 1.30 1.30 0.00 43.00 1.30 1.30 0.00 43.50 1.30 1.30 0.00 44.00 1.30 1.30 0.00 44.50 1.30 1.30 O.00 45.00 1.30 1.30 0.00 45.50 1.30 1.30 0.00 46.CO 1.3D 1.30 0.00 46.50 1.30 1.30 0.00 47.00 1.30 1.30 0.00 47.50 1.30 1.30 0.00 48.00 1.30 1.30 0.00 5-26-16 Infiltration Type 1124 -hr Rainfall= 1,30`' Prepared by Lake & Land Surveying, Inc. Printed 5/27/2016 H droCADO 10.00 sln 01303 © 2012 H droCAD Software Solutions LLC Page 4 Summary for Pond 1 P: Infiltration Pond Inflow Area = 0.834 ac,100.00% Impervious, lnflow Depth = 1.30" Inflow 1.81 cfs @ 11.91 hrs, Volume= 0.090 of Outflow O.C9 cfs @ 12.54 hrs, Volume= 0.090 af, Atten= 95%, Lag= 37.9 min Primary — 0.09 cfs @ 12.54 hrs, Volume= 0.090 of Routing by Stor-Ind method, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs Peak Bev= 895.77' @ 12.54 hrs Surf.Area= 2,469 sf Storage= 1,579 cf Plug -Flow detention time= 130.0 min calculated for 0.090 of (100% of inflow) Center -of -Mass det. time= 129.9 min ( 846.3 _ 716.3 ) Volume Invert Avail.Storage Storage Description #1 895.00' 2,170 cf Custom Stage Data (Conic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store Wet.Area (feet) (sq -ft) (cubic -feet) (cubic -feet) (sq -ft) 895.00 1,643 0 0 1,643 896.00 2,743 2,170 2,170 2,755 Device Routing Invert Outlet Devices #1 Primary 895.00' 1.630 in/hr Exfiltration over Wetted area Primary OutFlow Max=0.09 cfs @ 12.54 hrs HW=895.77' (Free Discharge) t--1=Exfiltration (Exfiltration Controls 0.09 cfs) 5-26-16 Infiltration Type 1124 -hr Rainfall= 1.30` Prepared by Lake & Land Surveying, Inc. Printed 5/27/2016 H droCAD® 10.00 sln 01303 CO 2012 H drOCAD Software Solutions LLC Page 5 Hydrograph for Pond 1P: Infiltration Pond Time ;rif ow Storage Elevation Primary 'hours cfs cubic -feet feet cfs 0.00 C.00 0 895.00 0.00 1.00 0,01 3 895.00 0.0'i 2.00 0.01 3 895.00 0.01 3.00 0.01 4 895.00 0.01 4.00 0.02 4 895.00 0.02 5.00 0.02 5 895.00 0.02 6.00 0.02 5 895.00 0.02 7.00 0.02 6 895.00 0.02 8.00 0.02 6 895.00 0.02 9.00 0.03 9 895.01 0.03 10.00 0.04 11 895.01 0.04 .1.00 0.08 26 895.02 0.06 12.00 0.45 1,448 895.72 0.09 13.00 0.07 1,558 895.76 0.09 14.00 0.04 1,417 895.71 OA9 15.00 0.03 1,229 895.63 0.09 16.00 0.03 1,027 895.54 0.08 17.00 0.02 821 895.44 0.08 18.00 0.02 619 895.34 0.08 19.00 0.02 422 895.24 0.07 20.00 0.01 229 895.13 0.07 21.00 0.01 46 895.03 0.06 22.00 0.01 3 895.00 0.01 23.00 0.01 3 895,00 0.01 24.00 0.01 3 895.00 0.01 25.00 0.00 0 895.00 0.00 26.00 0.00 0 895.00 0.00 27.00 0.00 0 895.00 0.00 28,00 0.00 0 895.00 0.00 29.00 0.00 0 895.00 0.00 30.00 0.00 0 895.00 0.00 31.00 0.00 0 895.00 0.00 32.00 0.00 0 895.00 0.00 33.00 0.00 0 895.00 0.00 34.00 0.00 0 895.00 0.00 35.00 0.00 0 895.00 0.00 36.00 0.00 0 895.00 0.00 37.00 0,00 0 895.00 0.00 38.00 0.00 0 895.00 0.00 39.00 0.00 0 895.00 0.00 40.00 0.00 0 895.D0 0.00 41.00 0.00 0 895.00 0.00 42.00 0.00 0 895.00 0.00 43.00 0.00 0 895.00 0.00 44.00 0.00 0 895.00 0.00 45.00 0.00 0 895.00 0.00 46.00 D.00 0 895.00 0.00 47.00 0.00 0 895.00 0.00 48.00 0.00 0 895.00 0.00 Design infl:tratior. rates - Minnesota Stormwater Manual Minnesota Pollution Control Agency Design infiltration rates Caution: The original Manual had two different inf ltration rates for B soils (0.3 and 0.6 inches per hour). In spring of 2013 the infiltration rate For ai' B soils was charged to 0.3 inches per hour. Following a meeting of technical experts on December 16, 2013, a rate of 0.45 inches per hour was established for SM soils. Design infiltration rates, in inches per hour, for A, B, C, and D soil groups. Corresponding USDA soil classification and Unified soil Classifications are included. Note that A soils have two infiltration rates that are a function of soil texture.* Link to this table Hydrologic soil group infiltration rate (inches/hour) Soil textures 1.63a gravel sandy gravel A silty gravels Corresponding Unified Soil Classification GW - well -graded gravels, sandy gravels GP - gap -graded or uniform gravels, sandy gravels GM - silty gravels, silty sandy gravels SW - well -graded gravelly sands sand 0,8 loamy sand SP - gap -graded or uniform sands, gravelly sands sandy loam B 0.45 SM - silty sands, silty gravelly sands 0.3 loam, silt loam MH - micaceous silts, diatomaceous silts, volcanic ash C 0.2 Sandy clay loam ML - silts, very fine sands, silty or clayey fine sands clay loam GC - clayey gravels, clayey sandy gravels silty clay loam SC - clayey sands, clayey gravelly sands D 0.06 sandy clay CL - low plasticity clays, sandy or silty clays silty clay OL - organic silts and clays of low plasticity clay CH - highly plastic clays and sandy clays OH - organic silts and clays of high plasticity *NOTE that this table has been updated from version 2.X of the Minnesota Stormwater Manual. There are no longer two different infiltration rates for B soils and a value oF0.05 is used For D soils (instead of < 0.2 inlhr). Source, Thirty guidance manuals and many other storntwater references were reviewed to compile recommended infiltration rates. All of these sources use the following studies as the basis For their recommended infiltration rates: (t) Rawls, Brakensiek and Saxton (1987); (2) Rawls, Gimenez and Grossman (1998); (3) Bouwer and Rice (1984); and (4) Urban Hydrology for Small Watersheds (NRCS). SWWD, 2005, provides field documented data that supports the proposed infiltration rates. (view reference list) 'This rate is consistent with Ore infiltration rate provided for the lower end of die Hydrologic Soil Group A soils in the Wisconsin Department of Nature) Resouroes Conservation Pn80tiee Standard: Site evaluation for Stormwaier Infiltration, Retrieved from "ht:p://storm water. pea.state.mn.us/index.php?title=Design_infiltration_rates&oIdid=13821" Categories: Soil properties i Table 11 search This page was last modified on 5 May 2014, at 16:10. Minnesota Pollution Control Agency 1651-296-6300, 800-657-3864 I Assistance Web site policy 0 20114 by Minnesota Pollution Control Agency • Powered by MediaWiki McGraw -Edison DESCRIPTION The Galleon T" LED luminaire delivers exceptional performance in a GLE0N-AE-10-LED-E1-5V M highly scalable, low -profile design. Patented, high -efficiency AccuLED Opticsr" system provides uniform and energy conscious illumination to 7FF walkways, parking lots, roadways, building areas and security lighting AVTEC PARKING applications. IP66 rated and ULlcUL Listed for wet locations. SPECIFICATION FEATURES Construction Extruded aluminum driver enclosure thermally isolated from Light Squares for optimal thermal performance. Heavy -wall, die- cast aluminum end caps enclose housing and die-cast aluminum heat sinks. A unique, patent pending interlocking housing and heat sink provides scalability with superior structural rigidity. 30 vibration tested. Optional tool - less hardware available for ease of entry into electrical chamber. Housing is IP66 rated. Optics Patented, high -efficiency injection -molded AccuLED Optics technology. Optics are precisely designed to shape the distribution maximizing efficiency and application spacing. AccuLED Optics create consistent distributions with the scalability to meet customized application requirements. Offered standard in 4000K (.F/- 275K) CCT 70 CRI. Optional 6000K CCT and 3000K CCT. DIMENSIONS Electrical LED drivers are mounted to removable tray assembly for ease of maintenance. 120-277V 50/60Hz, 347V 60Hz or 480V 60Hz operation. 480V is compatible for use with 480V Wye systems only. Standard with 0-1 OV dimming. Shipped standard with Eaton proprietary circuit module designed to withstand 10kV of transient line surge. The Galleon LED luminaire is suitable for operation in -40'C to 40'C ambient environments. For applications with ambient temperatures exceeding 40'C, specify the HA (High Ambient) option. Light Squares are IP66 rated. Greater than 90% lumen maintenance expected at 60,000 hours. Available in standard 1A drive current and optional 53OmA and 700mA drive currents. Mounting STANDARD ARM MOUNT: Extruded aluminum arm includes internal bolt guides allowing for easy positioning of fixture during assembly. When mounting two or more luminaires at 90' and 120' apart, the EA extended arm may be required. Refer to the arm mounting requirement table. Round pole adapter included. For wall mounting, specify wall mount bracket option. 3G vibration rated. QUICK MOUNT ARM: Arm is bolted directly to the pole and the fixture slides onto the quick mount arm and is secured via a single fastener, facilitating quick and easy installation. The versatile, patent pending, quick mount arm accommodates multiple drill patterns ranging from 1-112" to 4-718". Removal of the door on the quick mount arm enables wiring of the fixture without having to access the driver compartment. A knock- out enables round pole mounting. Finish Housing finished in super durable TGIC polyester powder coat paint, 2.5 mil nominal thickness for superior protection against fade and wear. Heat sink is powder coated black. Standard colors include black, bronze, grey, white, dark platinum and graphite metallic. RAL and custom color matches available. Warranty Five-year warranty. DIMENSION DATA i Number of A' B. B. Weight EPA Light Squares Width Standard Optional Arm with Arm with Arm' Arm Length Length 084 (Sq. Ft,) 1-4 15-'!2" 7" 10"33 0.96 (394mm) (178mm) (254mmi (15.0 kga.) 6-B 21-518" 7" '0" 44 1'00 (549mm) (178mm) (254mm) [20.0 kgs.) ! 7-8 27-518" 7" 13' 54 1.07 p02mm) 078mmi 1330mm) 124.5 kgs.l 9 10 33-314' 7- 16" 63 1'12 (857mm) (178mm) (406mm) (26.6 kgs.) NOTES: 1. Optional arm length to be used when mourning two 6Mures at 90' an a single pole. 2. EPA calculated whh DPVonal arm length. h y Powering Business Worldwide DRILLING PATTERN TYPE "N' 314" [19mmi Diameter 2" Hole [51mml t718" [22mml il1-314" [44m m] (2) 9116' 114mm) Diameter Holes *www.designlights.Drg GLEON GALLEON LED 1-10 Light Squares Solid State LED AREA/SITE LUMINAIRE R] CERTIFICATION DATA UUcUL Wet Location Listed Iso 9001 LM791 LM80 Compliant 3G Vibration Rated IP66 Rated DeslgnLights ConsoniumTM'Qualified• ENERGY DATA Electronic LED Driver 50.9 Power Factor <20% Total Harmonic Distortion 120V -277V 5016OHz 347V & 460V 60Hz 401C Min. Temperature 40'C Max. Temperature 50'C Max. Temperature (HA Option) 6Tr ro f'Y TD500020EN mer 2016-01-2910:56:52 U3 Lla H T I ria Project: Type: Avtec WP1 Prepared By: Date: Dan Budke 5-26-16 r LED Info Driver Info Watts: 26W Type: Constant Current Color Temp: 5000K 120V: 0.26A ColorAccurecy: 70 CRI 208V: 0.16A L70 Lifespan: 100000 240V: 0.14A Lumens: 2,662 277V: 0.12A Efficacy: 90 LPW Input Watts: 30W LED 26W Wallpacks. Patent Pending thermal management system. 100,000 hour L70 lifespan. 5 Year Warranty. Color, Bronze Weight: 7.5 lbs Technical Specifications Listings UL Listing: Suitable for wet locations. Suitable for mounting within 1.2m (4ft) of the ground. Dark Sky Approved: The International Dark Sky Association has approved this product as a full cutoff, fully shielded luminaire. DLC Listed: This product is on the Design Lights Consortium (DLC) Qualified Products List and is eligible for rebates from DLC Member Utilities. DLC Product Code: P00001701 LED Characteristics Lifespan: 100,000 -hour LED lifespan based on IES LM -80 results and TM -21 calculations. Color Consistency: 7 -step MacAdam Ellipse binning to achieve consistent fixture -to -fixture color. Color Stability: LED color temperature is warrantied to shift no more than 200K in CCT over a 5 year period. Color Uniformity: RAB's range of CCT (Correlated color temperature) follows the guidelines of the American National Standard for Specifications for the Chromaticity of Solid State Lighting (SSL) Products, ANSI C78,377- 2015. Construction IP Rating: Ingress Protection rating of IP66 for dust and water. Finish: Our environmentally friendly polyester powder coatings are formulated for high -durability and long-lasting color, and contains no VOC or toxic heavy metals. Ambient Temperature: Suitable for use In 40-C ambient temperatures. Cold Weather Starting: The minimum starting temperature is -40°C. Thermal Management: Cast aluminum Thermal Management system for optimal heat sinking. The LPACK is designed for cool operation, most efficient output and maximum LED life by minimizing LED junction temperature. Green Technology: RAB LEDs are Mercury, Arsenic and UV free. For use on LEED Buildings: IDA Dark Sky Approval means that this fixture can be used to achieve LEED Credits for Light Pollution Reduction. Electrical Driver: Multi -chip 26W high output long life LED Driver Constant Current, 72OmA, Class 2, 6kV Surge Protection, 100V -277V, 50-60 Hz, 100-24OVA Amps. THD: 7.5% at 120V, 11 % at 277V Other California Title 24: See WPLED26/PC for a 2013 California Title 24 compliant model. Equivalency: The WPLED26 is Equivalent in delivered lumena to a 176W Metal Halide Wailpack. HID Replacement Range: The WPLED26 can be used to replace 150-20OW Metal Halide Wallpacks based on delivered lumens. Patents: The WPLED design is protected by U.S. Pat. D634878, Canada Pat 134878, China Pat. CN301649064S. Country of Origin: Designed by RAB in New Jersey and assembled In the USA by RAB's IBEW Local 3 workers. Country of Origin: Designed by RAB in New Jersey and assembled in Taiwan. Trade Agreements Act Compliant: This product is a product of Taiwan and a "designated country" end product that complies with the Trade Agreements Act. GSA Schedule: Suitable in accordance with FAR Subpart 25.4. Optical, _ BUG Rating: B1 UO GO Need help? Tech help line: (.38) RAB-1000 Email: sales@rabvieb.com Website: www.rabweb.com Page 1 of 2 Copyright 0 2014 RAB Lighting Inc. All Rights Reserved Note: Specifications are subject to change at any time without notice Dimensions ,.,,. Surface Mount �'. Col,figum6or, nam i n� Ordering Matrix Family Watts Color Temp WPLED 26 = 26W = 5000K (Cool) Y = 3000K (Warm) N = 4000K (Neutral) RAB L I G H T I N G Features High performance LED light engine Maintains 70% of Initial lumens at 100,000 hours Weatherproof high temperature silicone gaskets Superior heat sinking with die cast aluminum housing and external fins 100 up to 277 Volts 5 -year warranty Sensor Finish = No Sensor = Bronze MS = Mini Sensor W = White Photocell = No Photocell IPC = 120V Button lPCS = 120V Swivel IPC2 = 27TV Button Dimming = No Dimming ID10 = Dimmable Need help? Tech help line: (G88) RAB-1000 Email: sales@rabweb.com Website: www.rabweb.com Page 2 of 2 Copyright ® 2014 RAB Lighting Inc. All Rights Reserved Note: Specifications are subject to change at anytime without notice ,iunlion Box Moura Con%uretion IorriqL I r b, INS I--�,,�Sys. Ordering Matrix Family Watts Color Temp WPLED 26 = 26W = 5000K (Cool) Y = 3000K (Warm) N = 4000K (Neutral) RAB L I G H T I N G Features High performance LED light engine Maintains 70% of Initial lumens at 100,000 hours Weatherproof high temperature silicone gaskets Superior heat sinking with die cast aluminum housing and external fins 100 up to 277 Volts 5 -year warranty Sensor Finish = No Sensor = Bronze MS = Mini Sensor W = White Photocell = No Photocell IPC = 120V Button lPCS = 120V Swivel IPC2 = 27TV Button Dimming = No Dimming ID10 = Dimmable Need help? Tech help line: (G88) RAB-1000 Email: sales@rabweb.com Website: www.rabweb.com Page 2 of 2 Copyright ® 2014 RAB Lighting Inc. All Rights Reserved Note: Specifications are subject to change at anytime without notice ARM MOUNTING REQUIREMENTS Configuration 90" Apart 120' Apart GLEDN-AE-01 7" Arm 7" Arm 16-112" (394mm) (Standard) (Standard) GLEON-AE-02 7 Arte 7' Arm 7-8 27-5111" 1702mm) 56 (25.45 kgs.) (Standard) (Standard) GLEON-AE-03 7" Arm 7' Arm (Standard) (Standard) GLEON-AE-04 7" Arm 7' Arm (Standard) (Standard) GLEON-AE-05 10" Extended Arm 7' Arm ;Required) (Standard) GLEON-AE-06 10" Extended Arm 7" Arm 'Required) (Standard} GLEON-AE-07 13' Exterded Arm 13" Extended Arm (Regtdred) (Required) GLEON-AE-06 13" Extended Arm 13" Extended Arm (Required) (Required) GLEON-AE-09 16' Extended Arm 16' Extended Arm (Required) (Required) GLEDN-AE-10 1 16' Extended Arm 16' Extended Arm (Ragaired) (Required) STANDARD WALL MOUNT 10-5132" [256mm] L m [15767mm) 2 @ i80° Triple' Weight with QM Arm (lbs.) Weight with QM EA Arm (lbs.) EPA (Sq. Ft.) c yr+r 16-112" (394mm) 35 (15.91 kgs.) 2 @ 90^ Triple' 6-6" 21-518" (649mm) 46 (20.91 kgs.) LAX11>f?t 7-8 27-5111" 1702mm) 56 (25.45 kgs.) 59 (26.62 kga.) NOTES: t Round poles are 3 O 120". Square poles are 3 O W. a Round poles are 3 al 90'. QUICK MOUNT ARM (INCLUDES FIXTURE ADAPTER) 1-114" 6-15!16"[1; [177mm] 4" 02mm] 9116" a11, [16mm Dia. Hol 4-15116" 3-314" [125mm} [95mm] QM Quick Mount Arm (Standard) MAST ARM MOUNT GLEDN GALLEON LED 4@90" 3" J[76ml m] W[4�7mlnnj !16"®i 3-13!16" [97mm]) 27!64' [11mm] L3-13!64"1 Die, Hole 6-1111" [206mm] [82mm] 'A" I QUICK MOUNT ARM DATA 6^J I 16-9!16" m] 21[-314" [553mm] [421mm] Number of Light Squares" "A" Width Weight with QM Arm (lbs.) Weight with QM EA Arm (lbs.) EPA (Sq. Ft.) 1-4 16-112" (394mm) 35 (15.91 kgs.) 38117.27 kgs.) 1.11 6-6" 21-518" (649mm) 46 (20.91 kgs.) 49 (22.27 kgs.) 7-8 27-5111" 1702mm) 56 (25.45 kgs.) 59 (26.62 kga.) NOTES: t OM option available with 1-6 light square configurations. 2 OMEA option available with 1-6 light square configurations. 3 ❑MEA arm to be used when mounting two nxtures at au - on a single pole. Eaton 1121 Highway 74 South Peachtree City. GA 30269 Specifications and TD600020EN P: 770AR64900 dimensions sublets to PbvRnng BusinessWoddk4ds vrv"w.eetan.cor"Aighting change without notice. 2016-01-2910:56:52 OPTIC ORIENTATION Street Side House Side Standard OPTICAL DISTRIBUTIONS Street Side House Side Optics Rotated Leh @ 90' [L90) T2 SL2 T3 (Type III (Type II with Spill Control) (Type III) Asymmetric Roadway Distributions RW T2R (Rectangular Wide :ype 1) (Type II Roadway) OLEON GALLEON LED Street Side House Sid. Optics Rotated Right ® 901 [R901 -Asymmetric Aria Distributions SLS T4FT TM SL4 (Type III with Spill Control) (Type IV Forward Throw) (Type IVWide) (Type IV with Spill Control) FFM Ii I Symmertric Distributions T3R 5NQ 5MQ 5WQ (Type Ill Roadway) {Type V Square Narrow) (Type V Square Medium) (Type V Square Wide) i i AFL (Automotive Frontline) —Specialized Distributions SLL SLR (90' Spill Light Eliminator Left) (90' Spill Light Eliminator Right) Eaton ;7- '��`. 1121 Highway M South Peachtree City. CA 30269 Specifications Ord TD500020EN R 770-486-0800 dimensions subject to Powering Business Wof7 "de www.eatw.com/iighting change without notice. 2D1 6-C 1-2910:56:52 GLEON GALLEON LED NOMINAL POWER AND LUMENS IIA) Number of Light Squares 1 2 3 4 5 6 7 8 9 10 Drive Current 1A 1A to 1A 1A 1A 1A 1A 1A 1A . Nominal Power (Watts) 56 107 157 213 264 315 370 421 475 528 I Input Current® 12UV (A, 0.47 0.90 1.31, 1.79 2.21 2.64 3.09 3.51 3.96 4.41 Input Current 91 208V (A) 0.28 0.51 0.74 1.02 1.25 1.48 1.76 1.99 2.22 2.50 Input Current240V (A; 0.25 0.45 0.65 0.90 1.10 1.30 1.55 1.75 1.95 2.20 Input Current @ 277V (A) 0.23 0.41 0.59 0.82 1.00 '..18 1.41 1.59 1.77 2.00 Optics Lumens 5,272 10,303 15,373 20,313 25,168 30,118 35,618 40,357 45,018 49,842 T2 BUG Ratirg B1 -U0 -G1 82 -UO -G2 B2 -U0 -G2 B3 -UO -G3 83 -UD -G4 H3 -U0 -G4 B3 -UO -G4 B9 -UO -G6 64 -UO -G5 B4 -U0 -G5 Lumens 5,597 10,938 16,321 21,565 26,719 31,974 37,813 42,844 47,792 52,914 i T2R BUG Rating B1 -U0 -G1 B2 -UO -G2 B2 -U0 -G2 63-1.10-G3 83 -UO -G3 133 -U0 -G4 B3 -U0 -G4 B3 -U0 -G4 64 -UO -G4 B4 -U0 -G5 Lumens 5,374 14,601 15,669 20,704 25,652 30,697 36,303 41,134 45,884 50,902 T3 BUG Rating B1 -U0 -G2 B2 -UO -G2 B2 -UO -G3 B3 -UO -G3 B3 -UO -G4 BS -UG -G4 B3 -U0 -G5 63 -U0 -G5 B4-U0.G5 B4 -UO -G5 Lumens 5,493 10,735 16,017 21,164 26,222 31,379 37,110 42,048 46,904 51,930 T3R BUG Ratirg 81 -UO -G2 151-U0.G2 B2 -1,10-G3 B2-1J0.G4 B3 -UO -G4 B3 -UO -G4 83 -UO -G5 B3 -UO -G5 53 -UD -G5 B3 -U0 -G5 Lumens 5,405 10,562 15,760 20,824 25,601 30,875 36,514 41,372 46,150 51,096 T41FT BUG Rating 81 -UO -02 B2 -U0 -G2 132-L'G-G3 B3 -UO -G4 B3 -UO -G4 83 -UD -G5 B3 -U0 -G5 B3 -U0 -G5 B3 -UO -G5 83 -UD -G5 Lumens 5,335 10,426 15,556 20,556 25,468 30,476 36,042 40,838 45,554 50,436 T4W BUG Rating 61 -U0 -G2 B2 -U0 -G2 B2 -UO -G3 83 -UO -G4 63 -UO -G4 B3 -U0 -G5 83 -UO -G5 B4 -UO -G5 B4 -UO -G5 B4 -UO -05 Lumens 5,263 10,285 15,347 20,278 25,124 30,066 35,556 40,288 44,940 49,756 SL2 BUG Ratirg B1 -U0 -G2 B2 -UO -G2 82 -UC -G3 133-1.10-1213 B3 -UO -G4 B3 -UO -G4 B3 -U0 -G5 133-1.10.65 64 -UO -G6 B4 -UO -G5 Lumens 5,373 10,500 15,667 20,701 25,649 30,693 36,298 41,128 45,878 50,794 SL3 BUG Rating B1 -UD -G2 132-U0.G3 82 -UO -G3 83•1.10-G4 B3 -U0 -G4 B3 -U0 -G4 B3 -U0 -G5 93 -UO -G5 B3 -U0 -G5 B3 -U0 -G5 Lumens 5,1 D5 9,976 14,886 19,669 24,370 29,163 34,488 39,076 43,591 48,262 SI -4 BUG Rating B1 -U0 -G2 B1 -UG -G3 B1 -U0 -G3 B2 -UD -G4 B2 -U0 -G4 B2 -UO -G5 B3 -U0 -G5 B3 -UO -G5 B3 -UO -G5 B3 -U6 -G5 Lumens 5,542 10,630 16,16D 21,352 26,455 31,658 37,439 42,421 47,320 52,392 5NC! BUG Rating 82 -UO -G1 83-U0•131 83 -UD -G2 B4 -UO -G2 B4 -U0 -G2 B5 -1J0 -G2 B5 -UO -G3 B5 -U0 -G3 B5 -1.10-G3 B5 -UO -G4 Lumens 5,644 11,029 15,457 21,745 26,942 32,241 38,128 43,202 48,191 53,356 5MQ BUG Ratirg 93-UOG1 84 -U0 -G2 84 -U0 -G2 B5 -1,10-G3 65 -U0 -G3 B5 -UO -G4 85 -UO -G4 65 -UO -G4 B5 -UO -G4 E5 -UO -G5 Lumens 5,659 11.059 16,501 21,803 27,014 32,327 38,230 43,317 48,320 53,498 51 BUG Rating B3 -U0 -G1 84 -UO -G2 64-1.10-G2 B5 -UO -G3 B5 -UO -G4 B5 -UO -G4 135-1.10•134 85 -UO -G5 B5 -UD -G5 B5 -U0 -G5 Lumens 4,722 9,227 13,767 18,191 22,539 26,971 31,897 36,141 40,315 44,635 SLUSLR BUG Ratirg 81 -UD -G2 61 -U0 -G3 B2 -U0 -G3 82-1.10.G3 B3 -UO -G4 53-U0.G4 63 -UO -G5 133-1.10-05 83 -UD -G5 63 -U0 -G5 Lumens 5,492 10,732 16,014 21,169 26,216 31,372 37,101 42,038 46,893 51,916 RVJ BUG Rating 132•1.113-G1 83 -UO -G1 B4 -UO -G2 B4 -U0 -G2 B4 -U0 -G2 BS -UO -G3 B5 -UO -G3 65-U0.03 B5 -UO -G4 B5 -UO -G4 LUumans 5,512 10,771 16,072 21,236 26,311 31,486 37,236 42,191 47,063 52,107 AFL BG Rating B1 -U0 -G1 B1 -U0 -G1 B2 -UO -G2 B2 -U0 -G2 B3 -U0 -G3 133 -1.10 -0363 -UD -G3 03 -UO -G3 B3 -UO -133 83 -U0 -G4 Nominal data for 4000K CCT, LUMEN MULTIPLIER LUMEN MAINTENANCE Ambient Temperature Lumen Multiplier 0•C 1.02 10'C 1.01 25°C 1.00 40°C 0.99 50•C 0.97 • 50°C lumen maintenance data applies to 530mA and 700mA drive ourrents. 1 Eaton 1121 Highway 74 South Peachtree City, GA 30259 Specifications end TD500020EN P: 77NBB-4800 dimensions su61ec1 to 2018-01-29 10:56:52 Powering Business Worldwide www.eaton.comAighting change without notice. Ambient TM -21 Lumen Theoretical L70 Temperature Mainienance (Hours) (60,000 Hours$ 25"C > 94% > 350,000 40°C > 93% 5250,000 50°C• > 90% > 170,000 • 50°C lumen maintenance data applies to 530mA and 700mA drive ourrents. 1 Eaton 1121 Highway 74 South Peachtree City, GA 30259 Specifications end TD500020EN P: 77NBB-4800 dimensions su61ec1 to 2018-01-29 10:56:52 Powering Business Worldwide www.eaton.comAighting change without notice. OLEON GALLEON LED NOMINAL POWER AND LUMENS (700MA) Number of Light Squares 1 2 3 4 5 8 7 6 9 10 Drive Current 700mA 70DmA 700mA 700mA 700mA 7DOMA 700mA 700mA 700mA 700mA Nominal Power (Watts) 36 72 105 13B 176 210 243 276 314 348 Input Current 0 12DV (A) 0.32 0.59 0.86 1.14 1.45 1.72 2 2.28 2.58 2.86 Input. Current @ 208V (A) 0.21 0.36 0.51 0.67 0.87 1.02 1.18 1.34 1.53 1.69 Input. Current ® 240V (A) 0.19 0.32 0.45 0.59 0.77 0.90 1.04 1.16 1.35 1.49 Input Curerrt O 277V (A) 0.20 0.29 0.40 0.51 0.69 0.80 0.91 1.02 1.20 1.31 Optics Lumens 3,854 7,531 11,237 14,847 18,395 22,013 26,033 29,497 32,904 36,430 T2 BUG Rating B1 -UO -G1 B1 -J0 -G2 B2 -UO -G2 B2 -UO -G2 B3 -U0 -G3 83-1.10-0 133-1.11)-G4 B3 -JO -G4 B3 -UO -G4 B3 -U0 -G4 Lumens 4,091 7,995 11,929 15,762 '9,529 23,370 27,638 31,316 34,932 38,676 T2R BUG Rating B1 -U0 -G1 B1 -U0 -G2 132-1.10-G2 82 -U0 -G2 B3 -U0 -G3 B3 -UO -G3 133-1.10-03 W -U0-04 B3 -UD -G4 B3 -UO -G4 Lumens 3,928 7,676 11,453 15,133 18,750 22,437 26,534 3C,065 33,537 37,132 T3 BUG Rating 61 -U0 -G1 B1 -U0 -G2 B2 -UO -G2 B2 -UQ -G3 B3 -U0 -G3 63-U0.G4 B3 -UO -G4 B3 -UC -G4 B3 -U0 -G4 133 -UO -G5 Lumens 4,015 7,848 11,707 15,469 19,166 22,936 - 27,124 30,733 34,263 37,957 TSR BUG Rating B1 -U0 -G1 81-:70-G2 62 -UO -G2 82 -UO -G3 B2 -U0 -G3 B3 -UO -G4 B3 -UO -34 B3 -L'0 -G4 B3 -U0 -G5 B3 -U0 -G5 Lumens 3,951 7,720 11,519 15,221 16,858 22,567 26,688 30,240 33,732 37,347 T4FT BUG Ratirg B1 -U0 -G1 B1 -UO -02 82-1.10-G2 B2 -UC -G3 132-1.10.G4 B3 -U0 -G4 B3 -U0 -G4 B3 -J0 -G5 B3 -U0 -G5 63 -UO -65 Lumens 3,900 7,620 11,370 15,024 18,615 22,276 26,343 29,649 33,296 36,864 raw BUG Rating BI-U"l B1 -U0 -G2 B2 -UO -G2 B2 -UO -G3 B3 -U0 -G4 53-1.10-G4 B3 -UO -G4 B3 -UO -G5 B3-1.10-05 83 -UO -G5 Lumens 3,847 7,516 11,217 14,921 18,364 21,975 25,988 29,447 32,847 36,368 SL2 BUG Rating B1 -U0 -G1 B1 -UD -G2 B2 -UO -G3 B2 -UO -G3 83 -UO -G3 63 -U0 -G4 B3 -U0 -G4 B3 -U0 -G4 B3 -UO -G4 B3 -UO -G5 Lumens 3,027 7,675 11,451 15,131 18,747 22,434 26,531 30,061 33,533 37,128 SI -3 BUG Rating B1 -U0 -G1 81 -U0 -G2 62 -UO -G3 82 -U0 -G3 B2 -UQ -G3 B3 -U0 -G4 63 -UO -G4 B3 -U0 -G4 63 -U0 -G5 B3 -L'0 -G5 Lumens 3,731 7,292 10,860 14,376 17,612 21,315 25,208 28,562 31,861 35,275 SLA BUG Rating B1 -UO -G2 B1 -U0 -G2 B1 -U0 -G3 B1 -1,1O -G9 B2 -UD -G4 B2 -U0 -G4 B2 -UD -G4 B2 -:JO -G5 B2 -UO -G5 83 -UO -G5 Lumens 4,051 7,916 11,811 15,606 19,336 23,139 27,365 31,006 34,587 38,294 5NQ BUG Paling 62 -UO -G7 B3 -U0 -G1 63-UO-Gi B3 -U0-02 64 -UO -G2 &4 -UO -G2 B4 -U0 -G2 65 -UD -G2 B5 -UO -G3 B5-U0.G3 Lumens 4,125 6,062 12,029 15,894 19,692 23,565 27,869 31,577 35,224 38,999 6MQ BUG Rating B2 -U0 -G1 63 -UO -G2 B4 -U0 -G2 54 -UO -G2 B4 -UO -G2 B5 -UD -G3 135-1.10-G3 B5 -UO -G3 B5 -U0 -G4 B5 -UO -G4 Lumens 4,136 8,083 12,061 15,936 19,745 23,628 27,943 31,661 35,318 39,103 5WQ BUG Rating 83-UOG1 B3 -UO -02 B4 -1,10-G2 B4 -UO -G2 B5 -U0 -G3 B5 -UO -G3 85-1.10.G4 BS -JO -GA B5 -U0 -G4 B5 -U0 -G4 Lumens 3,451, 6,744 10,063 13,296 16,474 19,714 23,314 26,416 29,467 32,625 3LL/SLR BUG Rating B1 -UG -G1 81 -UO -G2 B1 -U0 -G3 62 -U0 -G3 82 -UO -G3 S2 -UO -G4 B3 -U0 -G4 B3 -UO -G4 I 133 -UO -G5 B3-U0.G5 Lumens 4,014 7,844 11,704 15,465 19,162 22,930 27,118 30,726 34,274 37,948 RW BUG Rating 132-1-10-G1 63 -UO -G1 63 -UO -G2 84-1.10-02 64 -UO -G2 84 -UD -G2 B4 -UO -G2 65 -UO -G3 B5 -U0 -G3 B5-1,10-013 Lumens 4,029 7,873 11,747 15,522 19,231 23,014 27,216 30,838 34,399 38,086 AFL BUG Rating B1 -UO -G1 B1 -U0 -G1 B2 -UD -G2 B2 -UO -G2 62 -UO -G2 B3 -UO -G2 63 -UO -G3 B3 -UD -G3 B9 -UO -03 63 -UO -G3 - Nominal data for 4000K CCT. LUMEN MULTIPLIER Ambient Temperature Lumen Multiplier 0°C 1.02 10°C 1.01 25°C 1.00 40"C 0.99 50°C 0.97 LUMEN MAINTENANCE • SVC lumen maintenance data applies to 530mA and 700mA drive currents. Eato0 f 1121 Highwey 74 South ,a, Peachtree City, GA 30269 Specifications and TD500020EN P: 770-486-4500 dimensions subject to Powering 6usiaess Worldwide vvww.eaten.comflightirg charge without nmice. 2016-01-29 10:56:52 Ambient TM -21 Lumen Theoretical L70 Temperature Maintenance (Hours) (80,000 Hours) 25°C y 94% i 350,000 40°C > 93% r 260,000 50C. a 90% a t70,OCC • SVC lumen maintenance data applies to 530mA and 700mA drive currents. Eato0 f 1121 Highwey 74 South ,a, Peachtree City, GA 30269 Specifications and TD500020EN P: 770-486-4500 dimensions subject to Powering 6usiaess Worldwide vvww.eaten.comflightirg charge without nmice. 2016-01-29 10:56:52 GLEON GALLEON LED NOMINAL POWER AND LUMENS (530MA) Number of Light Squares 1 2 3 4 5 6 7 a 9 10 Drive Current 53OmA 530mA 53OmA 53OmA 53OmA 53OmA 530mA 530mA 53OmA 530mA Nominal Power (Watts) 30 54 80 105 130 159 184 209 234 259 Input Current ® 120V (A) 0.25 0.45 0.66 C.BS 1.07 1.32 1.52 1.72 1.93 2.14 Input Current ® 206V (A) 0.17 0.28 0.39 0.51 0.63 0.78 0.9 1.02 1.14 1.26 Input Current 0 240V (A) 0.17 0.25 0.35 3.45 0.55 0.70 0.80 0.90 1.00 1.10 Input Current 0 2M (A) 0,19 0.24 0.32 0.40 C.49 0.64 0.72 0.80 0.88 0.96 Opilcs Lumens 3,079 6,017 8,978 11,862 14,697 17,588 20,500 23,567 26,289 29,106 T2 BUG Rating B1 -U0 -G1 B1 -UD -G2 B2 -UO -G2 B2 -UO -G2 B2 -UO -G2 B3 -UO -G3 B3 -U0 -G3 B3 -U0 -G3 B3 -UO -G4 63-1.10-434 Lumens 3,269 6,3118 9,531 12,593 15,603 18,672 22,062 25,020 27,909 30,900 T2R BUG Rating 81-1.10-G1 B1 -UD -G1 B1 -U0 -G2 B2 -U0 -G2 B2 -UO -G2 B2 -UO -G2 B3 -U0 -G3 B3 -UO -1513 B3 -UO -G3 133-1.10i4 Lumens 3,138 6,133 9,150 12,091 14,980 17,926 21,200 24,021 26,795 29,667 T3 BUG Rating H1 -U0 -G1 B1 -UO -G2 B2 -UO -G2 82 -UO -G2 B2 -UO -G3 B3 -U0 -G3 B3 -UO -G3 63 -UO -G4 B3 -U0 -G4 B3 -UO -G4 Lumens 3,208 6,269 9,354 12,359 16,313 18,325 21,671 24,555 27,390 30,326 T3R BUG Rating 61 -UO -G1 61 -UO -G2 61 -U0 -G2 B2 -UD -G2 B2 -UO -G3 52 -UD -G3 82-1.10-G4 B3 -UO -G4 B3 -U0 -G4 83 -UO -G4 Lumens 3,156 6,168 9,203 12,161 15,067 18,030 21,323 24,160 26,950 29,838 T4FT BUG Rating 131 -1.10 -GS 61 -UO -G2 61-1.10-G2 B2 -U0 -G2 B2 -U0 -G3 82 -U0 --G3 B3 -U0 -G4 B3 -UO -G4 63 -U0 -G4 B3 -J0 -G5 Lumens 3,116 6,088 9,084 12,004 14,872 17,797 21,047 23,848 26,602 29,453 T4W BUG Rating Bi -UO -G1 B1 -UO -G2 B2 -U0 -G2 B2 -UO -G2 B2 -U0 -G3 B3 -UO -G3 B3 -UO -G4 B3 -UD -G4 B3 -UO -G4 63 -UO -G5 Lumens 3,074 8,006 8,962 11,842 14,672 17,558 20,764 23,527 26,244 29,056 SI -2 BUG Rating B14U0-G1 B1 -U0 -G2 132 -UO -G2 B2 -UO -G3 B2 -U0 -G3 63 -UO -G3 B3 -U0 -G3 B3 -U0 -G4 B3 -U0 -G4 93 -U0 -G4 Lumens 3,138 6,132 9,149 12,089 14,978 17,924 21,197 24,018 28,791 29,662 SI -3 BUG Rating B1 -U0 -G1 81 -U0 -G2 B1 -U0 -G2 B2 -UO -G3 B2 -UO -G3 B2 -U0 -G3 63 -U0 -G4 B3 -UO -G4 63 -UO -G4 B3-UD•G4 Lumens 2,981 5,826 8,693 11,486 14,231 17,030 20,140 22,820 25,456 28,184 SL4 BUG Rating BO -U0 -G1 B1 -U0 -G2 B1 -U0 -G3 81 -UO -GB 1211•1.10-G3 B2 -U0 -G3 B2 -U0 -G4 62 -U0 -G4 B2 -U0 -G4 62 -UO -G5 Lumens 3,236 6,324 9,437 12,469 15,449 18,487 21,863 24,773 27,634 30,595 5NO BUG RaOrg B1 -U0 -G0 132-1.10-01 63 -U0 -G1 B3 -L0 -G2 63 -UO -G2 B4 -UO -G2 134 -UO -G2 134-1.10-G2 B4 -UO -G2 B5 -UO -G2 Lumens 3,296 6,441 9,610 12,698 15,733 18,828 22,266 25,229 26,142 31,158 SMQ BUG Rating B2 -U0 -G1 63 -UO -G1 B3 -UO -G2 B4 -U0 -G2 64 -UO -G2 84 -UO -G2 65 -UO -G3 B5 -U0 -G3 B5 -UO -G3 B5 -U0 -G3 Lumens 3,305 6,458 9,636 12,732 15,775 18,878 22,325 25,296 28,217 31,241 6Wq BUG Rating B2 -UD -G1 B3 -UO -G2 B4 -U0 -G2 64 -UO -G2 B4 -U0 -G2 B5 -U0 -G9 B5 -U0 -G3 65-1.10-G3 85 -UD -G4 B5 -UO -G4 Lumens 2,757 5,388 8,040 10,623 13,162 15,751 18,627 21,105 23,543 26,066 SLUSLR BUG Rating B1 -U0 -G1 B1 -U0 -G2 B1 -U0 -G2 81-1.10-G3 B2 -U0 -G3 B2 -UO -G3 B2 -UO -G3 B2 -UG -G4 B3 -UO -G4 B3 -U0 -G4 Lumens 3,207 6,267 9,351 .2,356 15,309 18,320 21,666 24,549 27,384 30,319 RW BUG Rating B2 -U0 -G1 B3 -U0 -G1 63-1.10-01 B3 -UO -G2 B4 -U0 -G2 B4 -UO -G2 84 -UO -G2 64 -UQ -G2 B4 -UO -G2 65 -UO -G3 Lumens 3,219 6,290 9,385 12,401 15,365 18,387 21,745 24,638 27,484 30,429 AFL BUG Rating 91 -U0 -G1 81 -U0 -G1 B1 -UO -G1 B2 -UO -G2 B2 -U0 -G2 B2 -U0 -G2 B2 -U0 -G2 B3 -U0 -G2 B3 -UO -G3 I B3 -UO -G3 ' Nominal date tar 4000K CCT. LUMEN MULTIPLIER Ambient Temperature Lumen Multiplier 0'C 1.02 10°C 1.01 26'C 1.00 40'C 0.99 Bole 0.97 LUMEN MAINTENANCE • 50'C lumen maintenance data eppllea io 630mA and 700nnA drive currents. Eaton 1121 Highway 74 South Pa -chime City, GA 30269 specifications and TD500020EN P: 77048fi-4800 dimensions subject to Powering Vusrnsss MridWile www.eaton.comAighting change without notice. 2016-01-29 10:56:52 Ambient TM -21 Lumen Theoretical L70 Temperature Maintenance (Hours) (60,000 Hours) I 25'C > 94% > 350,003 40-C > 93% > 260,000 50.0• > 90% > 170,000 • 50'C lumen maintenance data eppllea io 630mA and 700nnA drive currents. Eaton 1121 Highway 74 South Pa -chime City, GA 30269 specifications and TD500020EN P: 77048fi-4800 dimensions subject to Powering Vusrnsss MridWile www.eaton.comAighting change without notice. 2016-01-29 10:56:52 OLEON GALLEON LED ORDERING INFORMATION Sample Number: GLE0N-AE-04-LED-F1-T3-GM-7D0 Product Femlly'Z Light Engine Number ofLight Squares 3 Lamp Type Voltage Distribution Color Mounting I GLEO.N-GaRean AE=1A Dnve 01=1 LED -Solid State El-�120-277V? T2 --Type 11 AP=Grey [Blank]=Arm for Round Current 02=2 Light 347=347V' TZR=Type II Roadway BZ=Bronze or Square Pole 03=3 Emitting 480=48OV a' T3=Type 111 BK=Black EA=Extended Arm' 04=4 Diodes T3R=Type III Roadway DP.DarkPlatinun: MA=Mast Arm ! 05=6 T4FT=Type IV Forward Throw GM=Graphite Metallic Adapter' 06=6 T4W=Type IV Wide WH=White WM=Wall Mount 07=7 5NQ=Type V Narrow QM -Quick Mount 08=8 ` 5MQ=Type V Square Medium Arm (Standard 09=9' SWO=Type V Square Wide Length) " 10.101 SL2=Type 11 w/Spill Control QMEA=Qu!ckMount SL3=Type IN w/Spill Contro! Arm (Extended SL4=Type IV w/Spi!! Contro! Length) " SLL=90" SpII! Light Eliminator Left SLR=90' Spi`.I Light Eliminator Right RW=Rectargular Wide Type I AFL --Automotive Frontline Options {Add as Suffix) Accessories (Order Separately) 2L=Two Circuits"" OA/RA1016=NEMA Photocontrol Multi -Tap - 105-285V 703D=70 CRI 130DOK" OA/RA1027=NEMA Phatocontrol - 4130V 8030=80 CRI / 3000K" OA/RA1201=NEMA Photocontrol - 347V 705D=70 CRI /50ODK" OA/RA1013=Phatocontrol Shorting Cap 7060=70 CRI / 6000K" OA/RA1014=120V Phatocontral 530=Drive Current Factory Set to 53GmA" MA1252=10kV Surge Module Rapiacement 700=Drive Current Factory Set to 700mA 1° MA1036-XX=Single Tenon Adapter for 2-3/8" Q.D. Tenor. P=Button Type Photocontrol (120, 208, 240 or 277V) MA1037-XX=2 @ 180° Tenon Adapter for 2-318" 0.0. Tenon PER7=NEMA 7 -PIN Tw;stlockPhotocontrol Receptacle MA1197-XX=3 @ 120' Tenon Adapter for2-3/8" O.D. Tenon R=NEMA Twist!ock Photocontrol Receptacle MAt18B-XX=4 @ 90" Tenon Adapter for 2-318" O.D. Tenon HA=60'C High Ambient 1°•11 MA1189-XX=2 @ 90* Tenon Adapter for 2-318" O.D. Tenon MSIDIM-LOB=Motion Sensor for Dimming Operation, Maximum B' Mounting Height" 1° °6,'t "s MA1190-XX=3 @ 90' Tenon Adapter for 2-318" O.D. Tenon MS/DIM-1.20=1yatian Sensor for Dimming Operation, 9' - 20' Mounting Height 1a116,".m.sa MA1191-XX=2 @ 120* Tenon Adapterfor2-318" Q,D. Tenon MS/DIM-L40=Motion Sensor for Dimming Operation, 21' -40' Mounting Height'll,Marl MA1038-XX=Singla Tenon Adapter for 3-1/2" O.D. Tenon MS/DIM-L40W=Motion Sensor for Dimming Operation, 21'- 40'Mounting Height (Wide Range) 1% MA1039-XX=2 @ 180' Tenon Adapter for 3-1/2" O.O. Tenon MS/X-LOS=Bi-Level Motion Sensor, Maximum 8' Mounting Height 16,111".2a2aa1 MA1192-XX=3 @ 120° Tenon Adapterfor 3-112" O.D.Tenon MS/X-L20=Bi-Level Motion Sensor, 9'- 20' Mounting Height 1'.".'a•''aaBB MA1193-XX=4 @ 90" Tenon Adapter for 3-1/2" O.D. Tenon MS/X-1.40=811-Level Motion Sensor, 21'- 40' Mounting Height 11• n.MZ1,24'" MA1194-XX=2 @ 90' Tenon Adapter for 3-1/2" O.D. Tenan MS/X-L40W=Bi-Level Motion Sensor, 21'- 40' Mounting Height (Wide Range) 'a k -M.:6,:. MA1195-XX=3 @ 90' Tenon Adapter for 3-112" O.D. Tenon MS-L08=Motion Sensor for ON/OFF Operation, Maximum 8' Mounting Height 11.1s.-,zLza FS1R-1D0=Wireless Configuration Tool for Occupancy Sensor" MS-L20=Motion Senear for ON/OFF Operation, 9'- 20' Mounting Height 11.1c2a21.22 GLEON-MT1=Field Installed Mesh Top for', -4 Light Squares MS-L40=Motion Sensor for ON/OFF Operation, 21'-40' Mounting Height 11,1a2e.21.24 GLEON-MT2=Field Installed Mesh Top for 5-6 Light Squares MS-L40W=Motion Sensor for ON/OFF Operation, 21' -40' Mounting Height (Wide Range)'a"•ip3' GLE0N-MT3=Field Installed Mesh Tap for 7-8 Light Squares DIMRF-LW=LumaWatt Wireless Sensor, Wide Lensfor 8'- 16' Mounting Height" GLEON-MT4=Field Installed Mean Top for 9-10 Light Squares DIMRF-LN-LumaWat: Wireless Sensor, Narrow Lens for 16'- 40' Mounting Height Z' GLEON-QM=Quick Mount Arm Kit " L90=Optica Rotated 9C' Left GLEON-QM-EA=Quick Mount Extended Length Arm Kit" R90=Optics Rotated 90' Right LS/HSS=Field Installed House Side Shield='•6,Z MT=Factory Installed Mesh Top TH=Tool-less Door Hardware LCF=Light Square Trim Plate Painted to Match Housingil HSS=Factory Installed House Side Shields' CE=CE Mark! ng"° NOTES: 1. Customer Is responsible for engineering analysis to confirm pole and fixture compatThility for all applications. Refer to our while paper WP513001EN for additional support information. 2. DeslgnL!ghts Consortium- Qualified. Refer in www.doeignilghis.org Quallfled Products List under Family Models for detells. 3. Standard 40DOK CCT and minimum 70 CRI. 4. Not compatible with extended quick mount arm (QMEA). S. Not compatible with standard quick mount arm (OM) or extended quick mount arm (QMEAI. 8. Requires the use of a step down transformer when combined with MSID: M, MSlX or DIMRF. 7. Only for use with 480V Wye systems. Per NEC, not for use with ungrounded systems, impedance grounded systems or corner grounded systems (commonly known as Three Phase Three Wire Delta, Three Phase High Leg Delta and Three Phase Corner Grounded Delta systema). 8. May be required when two or more luminaires are oriented on a 90" or 12D -drilling pattern. Refer to arm mounting requirement table. 8. Factory installed. 10. Maximum S light squares. 11. Maximum 6 light squares. 12. 2L is not available with MSIR or MSIDIM at 347V or 48OV. 2L in AE -02 through AE -04 requires a larger housing, normally a sed for AE -05 or AE -08. Extended arm option may be required when mounting two or more fixtures per pole at 90" or 1200. Referto arm mounting requ irement table. 13. Not availabVa with LumsWett wireless sensors. 14. Extended lead times apply. Use dedicated IES files for 3000X and 8000K when performing layouts. These files are published on the Galleon luminaire product page on the webshe. 15. Extended lead times apply, For 8030, factor 7030 IES files x .92 0% lumen loss). For 7050, use 7D60 IES files. 15.1 Amp standard. Use dedicated IES filen far 530mA and 7ODmA when performing layouts. These files are published on the Galleon luminaire product page on the website. 17. 5006 lumen mal ntenanee data applies to 53OmA and 700mA drive cu rrenis. 18. Consult factory for more information. 19. Utilizes, internal step-down transformer when 347V or 480V Is selected. 2D. The FSIR-100 accessory Ta required to adjust parameters including high and low modes, sensitivity, time delay, cutoff and more. Consult your lighting representative at Eaton for more information. 21. Not avallable with HA option. 22. Approximately 22' detection diameter at B' mounting height. 23. Approximately 40' detection diameter at 20' mounting height. 24. Approximately 6O' detection diameter at 40' mounting height. 25. Approximately 100' detection diameter at 40' mounting height. 26. Replace X with number of light squares operating In low output mode. 27. LumaWatt wireless sensors are factory Installed only requiring network components RF -EM -1. RF -GW -1 and RF -ROUT -1 In appropriate quantities. See www.eaton.00mXghting for LumaWatt application information. 28. Not available with house side ahiald ("SS). 28. Only for use with SL2, SL3, SL4 and AFL distributions. The Light Squaretrlm plate Is painted black when the HSS option Is selected. 30. CE is not available with the D;MR F, MS, MSIX, MS/DIM, P, R or PER7 options. Available in 120-277V only. 31. Thin tool enables adjustment of parameters including high and low modes, sensltivHy, time delay, cutoff and more. Ce nault your lighting representative at Eaton for more Tnformation. 32. One required for each Light Square. E't"ighway 74 Swth Peachtree City, GA 30269 Specifications and TD50D020EN P: 770d8&4BOO dimensions subject to Powering Business Waddmde www.eaton.comAighting change without notice. 2016-01-2910:56:52 DESCRIPTION The Galleon T" LED luminaire delivers exceptional performance in a highly scalable, low -profile design. Patented, h[gh-efficiency AccuLED Opticsre system provides uniform and energy conscious illumination to walkways, parking lots, roadways, building areas and security lighting applications. IP66 rated and UL/cUL Listed for wet locations. SPECIFICATION FEATURES Construction Extruded aluminum driver enclosure thermally isolated from Light Squares for optimal thermal performance. Heavy -wall, die- cast aluminum end caps enclose housing and die-cast aluminum heat sinks. A unique, patent pending interlocking housing and heat sink provides scalability with superior structural rigidity. 30 vibration tested. Optional tool - less hardware available for ease of entry into electrical chamber. Housing is IP66 rated, Optics Patented, high -efficiency injection -molded ACCuLED Optics technology. Optics are precisely designed to shape the distribution maximizing efficiency and application spacing. AccuLED Optics create consistent distributions with the scalability to meet customized application requirements. Offered standard in 4000K (+/- 275K) CCT 70 CRI. Optional 6000K CCT and 3000K CCT, DIMENSIONS Electrical LED drivers are mounted to removable tray assembly for ease of maintenance. 120-277V 60/601-1z, 347V 60Hz or 480V 60Hz operation. 480V is compatible for use with 480V Wye systems only. Standard with 0-10V dimming. Shipped standard with Eaton proprietary circuit module designed to withstand 10kV of transient line surge. The Galleon LED luminaire is suitable for operation in -40"C to 40aC ambient environments. For applications with ambient temperatures exceeding 40"C, specify the HA (High Ambient) option. Light Squares are IP66 rated. Greater than 90% lumen maintenance expected at 60,000 hours. Available in standard 1A drive current and optional 530MA and 700mA drive currents. Mounting STANDARD ARM MOUNT: Extruded aluminum arm includes internal bolt guides allowing for easy positioning of fixture during assembly. When mounting two or more luminaires at 90" and 120° apart, the EA extended arm may be required. Refer to the arm mounting requirement table. c G w - d i s a rw Round pole adapter included. For wall mounting, specify wall mount bracket option. 3G vibration rated. QUICK MOUNT ARM: Arm is bolted directly to the pole and the fixture slides onto the quick mount arm and is secured via a single fastener, facilitating quick and easy installation. The versatile, patent pending, quick mount arm accommodates multiple drill patterns ranging from 1-1/2" to 4-78". Removal of the door on the quick mount arm enables wiring of the fixture without having to access the driver compartment. A knock- out enables round pole mounting. Finish Housing finished in super durable TG[C polyester powder coat paint, 2.5 mil nominal thickness for superior protection against fade and wear. Heat sink is powder coated black. Standard colors include black, bronze, grey, white, dark platinum and graphite metallic. RAL and custom color matches available. Warranty Five-year warranty. DIMENSION DATA Number of A" "g" "a" Weight EPA Light Squares Width Standard Optional Arm with Ann with Arm' Arm Length Length (Ibs.l (Sq. Ft.) 1-4 15-112" 7" 10" 33 0.96 ,394mm) (178mm) (254mm) (15.0 kgs.) 5-8 21-518" 7" 1D" 44 i.00 (549mm) (178mm) (254mm) 120.0 kgs.} 7-8 27-618" 7" 13" 54 1'07 (702mm1 (178mm) (330mm) (24.5 kgs.) 9-10 33-314" 7" 16" 83 1'12 (857mm) (17Bmm) (406mm) (28.8 kgs.) NOTES: 1.Optlonal am: length to 6e used when mounting two extures at 90" on a single pole. 2. EPA calwlated with optional arm length. P&nring Boinass Wwldmde DRILLING PATTERN TYPE "N" 374" 119mml Diameter 2" Hole (51mml 718" [22mml 1.314" [44mm1 (2) 9116" [14mm] Diameter Holes -www.deslgnl ights.org Slb..EOW GALLEON LED 1-10 Light Squares Solid State LED AREA/SITE LUMINAIRE CERTIFICATION DATA UlJcLJL Wet Location Liated I50 9001 LM791 LM80 Compliant 3G Vibration Rated IP66 Rated DesignLights ConsortiumT" Oualified' ENERGY DATA Electronic LED Driver a0.9 Power Factor <2 0% Harmonic Distortion 12DV-277V 50160Hz 347V & 480V 60HZ -401C Min. Temperature 40"C Max. Temperature 50"C Max. Temperature (HA Option) 1 hi r 1 TD500020EN 2016-01-2910:56:52 GLEON GALLEON LED ORDERING INFORMATION Sample Number: GLEON-AE-04-LED-E1-T3-GM-7OO Product Family" Light Engine Number of Squares Lamp Type Voltage Distribution Color Mounting GLEAN -Galleon AE -1A Drive 01=1 LED-SMpri State EI=(120-277V) T2=Type II AP=Grey [BlanWArm for Round Currant 02=2 Light 347=347V' T2R=7yoe 11 Roadway BZ=Bronze or Square Pale 03=3 Erminang 480=40OVs•9 T3=Type 81 BK=Black EA=Extended Arm' 04=4 I Diodes T3R=Type III Roadway DP=Dark Platinum MA=Mast Arm 05=5 T4FT=Type IV Forward Throw E GM=Graphite Meta:lic Adapter' !` 06=5 I T4We•lypeIVWide WH=White wM=Wail Mount 07=7 4 5NQ=Type V Narrow I QM=Quick Mount 08=8` SMG=Type V Square Medium Arm (Standard I 09=9' 5WQ=Type V Square Wide Length)° 10=10 ° SL2=Type 11 w]Spill Control QMEA=Quick Mount SLS=Type III w/Sp€il Control Arm (Extended SL4=Type IV wlSpill Control Length) " SLL=90° Spill Light Eliminator Left SLR=901 Spill Light Eliminator Right RW=Rectangular Wide Type I ! { AFL --Automotive Frontline i Options (Add as Suffix! Accessor€es (Order Separately) 2L=Two Circuits 13•'9 OAIRA1016=NEMA Photocontrol Mult€-Tap- 105-285V 7030=70 CR! 130DCK 14 OAIRA1027=NEMA Photocont-ol - 480V 8030=80 CRI 13000K 16 OAIRA1201=NEMA Photocontrol - 347V 7050=70 CRI i50OCK1' OAIRA1013=Photocontrol Shorting Cap 7060=70 CRI / 6COOK 14 OAIRA1014=120V Phatocontrol 530=D rive Current Factory Set to 533mA16 MA1252=tOkV Surge Module Replacement 700=Drive Current Factory Set to 700rl MA1036-XX=Single Tenon Adapter for 2-318" O.D. Tenon P=Button Type Phatocontrol (120, 208, 240 or 277V) MA7037-XX=2 @ 180° Tenon Adapter for 2-38" O.D. Tenon PER7=NEMA 7 -PIN Twistlock Photocontrol Receptacle MA1197-XX=3 @ 120' Tenon Adapter for 2-3/8" O.D. Tenon R=NEMA Twistlock Photocontrol Receptacle MA1189-XX_4 0 609 Tenon Adapter for 2-318" O.D. Tenon HA=50OC High Ambient 1a•" MA1189-XX=2 @ 909 Tenon Adeptar for 2.316" O.D. Tenon MS/DIM-1-08=Motion Sensor for Dimming Operation, Maximum 8' Mounting Height ts,w.saar,az MA1190-XX=3 @ 909 Tenon Adapterfor 2-318" O.D. Tenon MSIDIM-L20=Motion Sensor for Dimming Operation, 9' -20' Mounting Height "•1°•3.'1•x3 MA1191-XX=2 @ 120° Tenon Adapter fort -318" O.D. Tenon MS/DIM-L40=Motion Sensor for Dimming Operation, 211- 40' Mounting Height "•19.30.31 MA1038-XX=Single Tenon Adapter for 3-112" O.D. Tenon MSIDIM-L4OW=Motion Sensor for Dimming Operation, 21'-40'MountingHaight (Wide Range) tole ast.se MA1039-XX=2@180°Tenon Adapter for 3-1/2' O.D. Tenon MS/ki-08=81-Level Motion Sensor, Maximum B' Mounting Haig ht'a"•i0•i1•kx•x' MA1192-XX=3 @ 120' Tenon Adapter for 3-112" O.D. Tenon MSIX-L20=Bi-Lavef Motion Sensor, 9'- 20' Mounting Height "• "•m.:uas.:e MA1193-XX=4 @ 901 Tenon Adapter for 3-112" O.D. Tenon MSIX-1-40=Bi-Level Motion Sensor, 21' - 40' Mounting Height 1r'0•S0•.1•x4.30 MA1194-XX=2 @ 90° Tenon Adapterfor 3-112" O.D. Tenon MSIX-11.401,1111=81-Level Motion Sensor, 21'- 40' Mounting Height (Wide Range) la.M 0-k''k''u MAIIII) =3 @ 9D0 Tenon Adapterfor 3.112" O.D. Tenon MS-1.08=Motion Sensor for ONIOPF Operation, Maximum 8' Mounting Haig htf°•"•m•i".. FSIR-100=Wireless Configuration Tool for Occupancy Sensor" MS-L20=Motion Sensor for ON/OFF Operation, 9'- 20' Mounting He€ght1B•1'•40•41•9f GLEON-MTI=Field Installed Mash Top for 1-4 Light Squares MS-L40=Motion Sensor for ONIOFF Operation, 21' -40' Mounting Height "•1ai6•x'•34 GLEON-Ilei eld Installed Mesh Too for 5-6 Light Squares MS-L40W=Motion Sensor for ONIOFFOperation, 21' -40' Mounting Height (Wide Range) 'a GLEON-MT3=Field Installed Mash Top for 7-8 Light Squares DIMRF-LW=LumeWatt Wireless Sensor, Wide Lens for 8'- 16' Mounting Height " GLEON-MT4=Field Installed Mesh yop for 9-10 Light Squares DIMRF-LN=LumaWatt Wireless Sensor, Narrow Lens for 16'- 40' Mounting Heights GLEON-QM=Quick Mount Arm Kit SO L90=0ptics Rotated 909 Left GLEON-GM-EA=Quick Mount Extended Length Arm Kit" R90=Optics Rotated 90' Right LSIHSS=Field Installed House Side Shield"•. MT=Factory Installed Mesh Top TH=Tool-leas Door Hardware LCF=Light Square Trim Plate Painted to Match Housing's HSS=Factory Installed House Side Shield's CE=CE Marking'° NOTES: L Cuatnmar is responsible for engineering analysis to confirm pole and fixture competibMit, for all applications. Refer to our white paper WP513001EN for additional support information. 2. Des ignLights Consorti umm Qualified, Re far to www. do. ignIIghts.org Qualified Products Llot under Family Models iordetaila. 3. Standard 4000K CCT and minimum 70 CRI. 4. Not compatible with extended quick mou ni arm (QM EA}. S. Not compatible with standard quick mount arm (QM) or extended quick mount arm MMEA). e. Requires the use of a step down transformer when combined with MS/DIM, MSIX or DIMRF. 7. Only for use with 480V Wye systems. Per NEC, not for use with ungrounded systems, Impedance grounded systema or wrner grounded systems (commonly known as Three Phase Three Wira Delta, Three Phase High Leg Delta and Three Phase Corner Grounded Delta systems). e. May be required when two or more luminaires are oriented on a 90a or 1200 drilling pattern. Refer to arm mounting requirement table. 0. Factory installed. 1a- Maximum B light squares. 17, Maximum b light squares. 17. 21. is not available with MSIX or MSfDIM at 347V or 4BOV. 2L in AE -02 through AE -04 requires a largerhousing, normally used for AE -05 or AE.ae. Extended arm option may be required when mounting two or more fixtures per pole at B00 or 1200. Refer to arm mounting requirement table. 13. Not seal lab le with LumaWatt wireless sensors, 14. Extended lead times apply. Use dedicated IES Rtes for 3000K and 8000K when performing layouts. These files are published on the Galleon luminaire product page an the webalte. 15. Extended lead times apply. For 8030, factor 7030 IF$ file. x.92 (8%lumen loss). For7050, use 7060 IES files. 1a. 1 Amp standard. Use dedicated IES files for 53Orl and 7OOmA when performing layouts. These files are publlshad on the Galleon iuminalm product page on the website. 17- 60-C lumen maintenance data applies to 53PmA and 700mA drive currents. 1e.Consult factory for more information. 19. Utilizes internal step-down transfonnerwhen 347V or 480V Is selected. 20, The FSIR-10O accessory-Ia required to adjust parameter. including high and low modes, sensitivity, time delay, Waif and more. Consult your lighting representative at Eaton for more information. 21. Not available with HA option, 22. Approximately 22' detection diameter at S' mounting height. 23. Approximately 40' detection diameter at 20' mounting height. 24. Approximately 60' detection diameter at 40' mounting height. 2S. Approximately 100' detection diameter at 40' mounting height. 28. Replace X with number of light squares operating in low output mode. 27. Lumal wireless sensors are factory isatalled only requiring network components RF -EM -1, RF -GW -t and RF -ROUT -1 !n appropriate quantities. See www.ealon.com/lighting for LumaWatt application information. 28. Not available Wilt house side shield IHSS). 29. Only for use with SL2, Sus, SL4 and AFL dlatrlbutions. The Light Square trim plate is painted Ill call when the HSS option ;s selected. 30. CE Is not available with the DIMRF, MS, MSIX, MSIDIM, P, R or PER7 options. Available in 120-277V only. 31. Thls tool enables adjustment of parameters Including high and low modes, sensitivity, time delay, cutoff and more. Consult your lighting representative at Eaton for more information. 32. One required for each Light Square. _ Eaton 1121 Highway 74 South :rA is �a6* Peachtree City, GA 30259 Specifications end TD500020EN ' " P: 770-466-4600 dimensions subieci to Fowarrng8usinessw0dovrde www.eatoncomAigMing change without notice. 2016-01-2910:66:52 DESCRIPTION The Galleon' LED luminaire delivers exceptional performance in a highly scalable, low -profile design. Patented, high -efficiency Accu LED Optics'" system provides uniform and energy conscious illumination to walkways, parking lots, roadways, building areas and security lighting applications. IP66 rated and UUcUL Listed for wet locations. SPECIFICATION FEAT-_ . Construction Extruded aluminum driver enclosure thermally isolated from Light Squares for optimal thermal performance. Heavy -wall, die- cast aluminum end caps enclose housing and die-cast aluminum heat sinks. A unique, patent pending interlocking housing and heat sink provides scalability with superior structural rigidity. 3G vibration tested. Optional took less hardware available for ease of entry into electrical chamber. Housing is IP66 rated. Optics Patented, high -efficiency injection -molded Accu LED Optics technology. Optics are precisely designed to shape the distribution maximizing efficiency and application spacing. AccuLED Optics create consistent distributions with the scalability to meet customized application requirements. Offered standard in 4000K (+/- 275K) CCT70 CRI. Optional 6000K CCT and 3000K CCT. I il2114Lt phi l DIMENSION DATA Electrical LED drivers are mounted to removable tray assembly for ease o° maintenance. 120-277V 50160Hz, 347V 60Hz or 480V 60Hz operation. 480V is compatible for use with 480V Wye systems only. Standard with 0-10V dimming. Shipped standard with Eaton proprietary circuit module designed to withstand 10kV of transient line surge. The Galleon LED luminaire is suitable for operation in -40'C to 40eC ambient environments. For applications with ambient temperatures exceeding 40aC, specify the HA (High Ambient) option. Light Squares are IP66 rated. Greater than 90% lumen maintenance expected at 60,000 hours. Available in standard 1A drive current and optional 530mA and 700mA drive currents. Mounting STANDARD ARM MOUNT: Extruded aluminum arm includes internal bolt guides allowing for easy positioning of fixture during assembly. When mounting two or more luminaires at 90e and 120° apart, the EA extended arm may be required. Refer to the arm mounting requirement table. 116" nm) McGraw-Edllson Round pole adapter included. For wall mounting, specify wall mount bracket option. 3G vibration rated. QUICK MOUNT ARM: Arm is bolted directly to the pole and the fixture slides onto the quick mount arm and is secured via a single fastener, facilitating quick and easy installation. The versatile, patent pending, quick mount arm accommodates multiple drill patterns ranging from 1-112" to 4-716". Removal of the door on the quick mount arm enables wiring of the fixture without having to access the driver compartment. A knock- out enables round pole mounting. Finish Housing finished in super durable TGIC polyester powder coat paint, 2.5 mil nominal thickness for superior protection against fade and wear. Heat sink is powder coated black. Standard colors include black, bronze, grey, white, dark platinum and graphite metallic. RAL and custom color matches available. Warranty Five-year warranty. Number of 'H' Standard B. OptlonalArrn Weight with Arm EPA with Amt ' Light ares Width Arm Length Length (lbs.) (Sq. Ft.) 1d 15-112" T- 10" 33 0.96 (394mm) (178mml 1254mm) (15.0 kga.) 5-8 21-518" 7' 10" 44 1.00 (549mm) (178mm) (254mm) (2D.0 kgs.) 7-B 27-518" 7" 13, &1 1'07 )702mm) (178mm) (330mm) (24.5 kgs.l ' 9-10 33-3l4" 7" 16" 63 1.12 (857mm) (178mm) (406mm) (28.6 kgs.) NOTES; 1, Optional arm length to be used when mounting two fixtures at 90" on a single pole. 2. EPA calculated with optional am length. Powering gumess MrOwda DRILLING PATTERN TYPE "N" 314" (19mml Diameter V. Hole [51mm1 7113" 122mml 1-314" [44m ml (2) 9116" [14mm] Diameter Hales *www.designl ights.org C -L EON GALLEON LED 1-10 Light Squares Solid State LED AREA/SITE LUMINAIRE CERTIFICATION DATA ULlcUL Wet Location Listed 1509001 LM79I LM80 Compliant 3G Vibration Rated IP66 Rated DesignLights ConsortiumTm Qualified• ENERGY DATA Electronic LED Driver a0.9 Power Factor -20% Total Harmonic Distortion 120V -277V 60I60Hz 347V & 480V 60Hz 40"C Min. Temperature 40'C Max. Temperature 501C Max. Temperature (HA Option) Air F M 11 TD600020FN � 7 2016-01-2910:56:52 GLEON GALLEON LED ORDERING INFORMATION Sample Number: GLEO 'V -AE -04 -LED -E1 T3 -GM -700 Product Family 1-" Light Engine Number of a Light Squints rev Lamp Type Voltage I Distribution Color Mounting GLEON=GaRaon All Drive 01=1 LED -Solid State 91-020-277111) T2=Type 11 AP=Grey [Blank]=Arm for Round Current 02=2 t Light 347=347V* T2R=Type II Roadway B2=Bronze or Square Pole j 03=3 I Emitting 480=4BOV a' T3=Type III BK --Black EA=Extended Arm ° 4 04=4 Diodes T3R=Type III Roadway DP --Dark Platirum MA=Mast Arm 09arg T4FT=-ype IV Forward Throw GM=Graphite Metallic Adapter ° OS=6 T4W=Type IV Wide WH -White WM11Wallmounk 07=7 a 5NQ=-ype V Narrow QM=Quick Mount 08=8• 5MQ=7ype V Square Medium I Arm (Standard 09=9' 5WQ=7ype V Square Wide Langth) 10 10=10 ` SL2=Typo II wIl ll Cartrol I QMEA=Quick Mount SL3=Type LI w/Spill Control ! Arm (Extended I SL4=,ype IV w/Sp[li Control Length)" SLL=90" Spill Light Eliminator Left SLR=93" Spill Light Eliminator Right j RW=Rectangular Wide Type I AFL=Automotive Frontline Options (Add as Suffix', Accessories (Order Separately] 2L=Two Circuits rata OA/RA1016=NEMA Photocontrol Multi -Tap - 105-285V 7030=70 CRI / 3000K1` OA/RA1027=NEMA Phatocortral - 480V 8030=80 CRI /3000KH OA1RA1201=NEMA Photocontrol-347V 7050=70 CR I/ 5000K " OA/RA1013wPhatocontro l Shorting Cap 7060=70 CRI 16000K 14 OA/RA1014=120V ?h otoco ntrol 530=Dr;ve Current Factory Set to 530mA16 MA1252=10kV Surge Module Replacement 700=Drive Current Factory Set to 7CDmA 14 MA1036-XX=Single Tenon Adapter for 2-318" D.D. Tenon P=Button Type Photocontrol (120, 208, 240 or 277V) MA1037-XX= 2 @ 180° Tenon Adapter for 2-318" O.P. Tenon PERT=NEMA 7-P:N Twiatlock Photocontrol Receptacle MA1197-XX=3 @ 120° Tenon Adapterfor 2-318" O.D. Tenon R=NEMA Twistlock Photocontrol Receptacle MA11BB-XX=4 @ 90" Tenon Adapter for 2-318" O.D. Tenon HA=50"C High Ambient 11.17 MA1189-XX=2 @ 904 Tenon Adapter for 2318" O.D. Tenon MIS/DIM-L08=Motion Sensor for Dimming Operation, Maximum 8' Mounting Heightl{•"•f°•i1•'s MA1190-XX=3 @ 90* Tenon Adapter fart -318" O.D. Tenon Ails/DIM-1.20=1101otion Sensor for Dimming Operation, 9' -20' Mounting Height "'11•lift.5 19 MA1191-XX=2 @ 120' Tenon Adapter for 2.3/8" O.D. Tenon MS/DIM-L40=Motion Sensor for Dimming Operation, 21'- 40' Mounting Height 11•'0.30•"' MA1038-XX=Single Tenon. Adapter for 3.112" O.D. Tenon MS/DIM-L40W=Motion Sensor for DimrriOperation, 21'-40'MountingHeight (Wide Range) '0.19•9°a"Y6 MA1039-XX=2@'80"Tenon Adapter for 3-1/2'O.D.Tenon MS/X-L08=Bi-Level Motion Sensor, Maximum B' Mounting Height 1'11°•9°•"5.r".aa MA1192-XX=3 @ 120* Tenon Adapter for3-112' O.D. Tenon MS/X-L20=Bi-Level Motion Sensor, 9'- 20' Mounting Height "•1.Y0•21•"a•"° MA1193-XX=4 @ 90" Tenon Adapter for 3-1/2" O.D. Tenon MS/X-Log=Bi-Level Motion Sensor, 21'- 40' Mounting Height 1e•"•:aa,:.,ar MA7194-XX=2 @ 90" Tenon Adapter for 3-112" O.D. Tenon MS/X-L40W=Bi-Leve1 Motion Sensor, 21'- 40' Mounting Height (Wide Range)''•'.."azs."0.m MA1195-XX=3 @ 90"Tenon Adapterfor3-1/2" O.D. Tenon MS-1.08=Motion Sensor for ONIOFF Operation, Maximum 8' Mounting Height "•1°•9n"'•"" FSIR-100=Wireless Configuration Tool for Occupancy Sensor f1 MS-L20=Motion Sensor for ONIOFF Operation, 9' - 20' Mounting Height 1e•19•90•91•i3 GLEON-MTI=Field Installed Mash Top for 1-4 Light Squares MS-L40=Motion Sensorfor ONIOFF Operation, 21' -40' Mounting Height11,1b"0.11,"a GLEON-MT2=Field Installed Mesh TOP for 5-6 Light Squares MS-L40W=Motion Sersor for ON/OFF Operation, 21' -40' Mounting Height (Wide Rangel 1e'1°'S0'9i GLEON-MT3=Field Installed Mesh Topfor7-8 Light Squares DIMRF-LW=LumaWatt Wireless Sersor, Wide Lens for a'- 16' Mounting Height"' GLEON-MT4=Field Installed Mesh Top for 9-10 Light Squares DIMRF-LN=LumaWatt Wireless Sensor, Narrow Lens for 16' -40' Mounting Height"' GLEON-QM=Quick Mount Arm Kit 10 L90=Optica Rotated 900 Left GLEOWGM-EA=Quick Mount Extended Length Arm Kit" RSO=Optics Rotated 9G" Right LSIHSS=Field Installed House Side Shield"r,- MT=Factory Installed Mesh Tap TH=Tool-less Door Hardware LCF -Light Square Trim Plate Painted to Match Housing" HSS=Factory Installed House Side Shield Y9 CE=CE Markings, NOTES: 1. Customer is responsible for engineering analysis to confirm pole and fixture compatibility for all appIIcall a no. Referto our while paper WPS13001 EN for add!tlanal auppori Information. 2. DeslgnLights Consortium-Guall6ed. Refer to www.dealgnlightax ii Qualified Products List under Family Models for details. 8. Standard 4000K LCT and minimum 70 CRL 4. Not compatible with extended quick mount arm iQM EAI. 6'N at compatible with stands rd quick mount arm IQMI orextended quick mount arm (OM EA). 6'R on uIres the use of a step down tra nsformerwhen combined with MSIDIM, MSIR or DIMRF. 7. Onlfor use with 4BDV Wye systems. Per NEC, not for use with ungrounded systems, impedance grounded systems or corner grounded systems (commonly known as Three Phase Three Wire Delta, Three Phase High Leg Delta and Three Phase Corner Grounded Delta systema). 8. May be required when two or more luminaires are oriented on a 90" or 120' drilling pattern. Referto arm mou ming requirement table. 9. Factory Installed... Maximum B Ilght squares. 11. Maximum 6light squares. 12. 2L Is not available with MSIX or MSIDIM at 347V ar4BCV. 2L In AE -02 through AE -04 requires a larger housing, normally used for AE -05 or AEA6. Extended arm option may be required when mounting two or more 0xturee per pole at 90" or 120°. Referto arm mounting requirement table. 13. Not av illable with LumaWatt wireless sensors. 14. Extended lead times apply. Use dedicated IES files for 3000K and 6000K when performing layouts. These files are published on the Galleon luminaire product page on the website. 15. Extended lead Limas apply. For 8030, laotor703O IES Tiles x.92 (8% lumen loss). For 7050, use 70601 ES files. 1a.1 Amp standard. Use dedicated IES files for 530mA and 700mA when performing layouts. These files are published on the Galleon luminalre product page an the website. 17. 50"C lumen maintenance data applies to 63omA and 70omA drive currents. 18. Consult factory far more information. 19. Utilizes Internal step-down transformer when 347V or 480V Is aeiected. 20. The FSIR-100 accessory is required to adjust parameters Including high and low machine, sensitivity, time delay, cutoff and more. Consult your lighting representative at Eaton for more information. 21. Not available wltF. HA option. 22. Approximately 22' detection diameter at B' mounting height. 28. Approximately 40' detection diameter at 20' mounting height. 24. Approximately 60' detection diameter at 40' mou ming height. 26. Approximately 100' detection diameter at 40' mounting height. 26. Replace X with number of light squares operating in low output made. 27. LumaWatt wireless sensors are factory installed only requiring network components RF -EM -1, RF -GW -1 and RF -ROUT -1 in appropriate quantities. See www.eatun.comIrghting for LumaWatt application Information. 28. Not avarlabie with house aide shield (HSS(. 29. Only for use with SL2, S=3, SL4 and AFL dlstrTbutions. The Light Square trim plate is painted black when the HSS option Is selected. 30. CE is not available with the DI MRF, MS, MS1X, MSIDIM, P, R or PER7 options. Available In 120-277V only. 31. This tool enables adjustment of parameters Including high and low modes, sensitivity, time delay, cutoff and more. Consult your lighting representative at Eaton for more Tnformatlon. 32. One required for each Light Square. Eaton 1121 Highway 74 South P: 7 Otree City. 86-0800 A 30268 Specificatiodimensions s and subject TD5DO020EN subject to Powering Btotiness Worldwide wvnv.earon.com/Fghting change without notice. 2016-01-2910:56:52 SSS SQUARE STRAIGHT STEEL ORDERING INFORMATION Steel Poles SSS5M25SXN1 PULL AVTEC PARKING FEATURES • ASTM Grade steel base plate with ASTM A366 base cover • Hand hole assembly 3" x 5" on 5" and 6" pole; and 2" x 4" on 4" pole • 1Q'-39' mounting heights • Drilled or tenon (specify) SAMPLE NUMBER: SSS5A20SFM1XG 698 -Square 4=4 A�.120" 10 10' I �iquate F=Dark Bronze 2=2-318" O.D.Tenon S4" Long} E! 1=Srnghs X=None A=112"Tapped S1:1150 tt 5=5' I M� 188" 15=15' Steef G=Galvanized Steel 3=3-112' O, D, Tenon (5" Long) 2=2 at 180° Hub (Specify steel 8=6" X=0.25011 1 20=20' � Baso J=Summit White 4=4" O.D.Tenon (6" Lon) 3=Tripla' location 2w26' K=Carbon Bronze 5=3" O.D.Tanon 14" Long) 4=4 at 90" desired] I ` 30=30' { L=Dark Platinum 6=R-318" O.D.Tenon 16" Long) ° 5=2 at 90" i B=314"7apped 35=35' ' € P=Primer Powder Coat 7=4" O.D.Tenon 110" Long] X=Nona ' Hub (Specify 38=39' R=Hartford Green A=Type A Drilling location i S=Silver I C=Type C Drilling I desired) I r = T=Graphite Metallic E_Type E Drilling , .C=Convenience I V=Gray F --Type F Drilling Outlet° r W=White I G=Type G Drilling E=GFCI X=Custom Color J=TypeJ Drilling Convenience Y=Bleck I K --Type K Drilling Outlets M=Typo M Drilling G=Ground Lug R --Type R Drilling H=Additional Henc PLEASE Z-TypeZDrilling Hole' I N=TYPE N DRILLING L=Drilled for l ADVISE Bumper Glitter i I V=Vibration Dampener t NOTES: 1. All shaft sizes nominal. 2. Square poles are 3 at 90", round poles Bre 3 at 120'. 3. Outlet is located 4' above base end on same side of pole as hard hole, unless specified otherwise. Receptacle not Included, provision only. 4. Additional hand hole is located 12' below pole top and 90" from standard hand hole location, unless otherwise specified. DIMENSIONS BC 0 Hand Hole 12-5116" 10D BP LE— BaseView All r O O 6 . a f Bala. !� o� J biz. L LHJ WARNING: Customer Is responsible for engineering analysis to confirm pole and fixture compatibility for all applications. Refer to pole white paper WP513001EN for additional support information. Before installing, make sure proper anchor bolts and templates are obtained. The use of unauthorized accessories such as banners, signs, cameras or pennants for which the pole was not designed voids the pole warranty and may result in pole fai:ure causing sefious injury or property damage. Information regarding tote! loading capacity can he supplied upon request. The pole warranty is void unless poles are used and installed as a complate pole and luminaire combination. This warranty specifically excludes failure as the reauh of a third parry act or omission, misuse, unanticipated uses, fatigue failure or similar phenomena resulting from induced vibration, harmonic oscillation or resonance associated with movement of air currents around the product. Specifications and dimensions sub;act to change without notice. Consult your lighting representative at Eaton or visit www.eaton.comAlght!ng for available options, accessories and ordering information. .-. TD513013EN Paweringhlwine Wuddwide 2014-04-0913:41:02 SSS SQUARE STRAIGHT STEEL Effective Projected Area (At PoleTop) € MH S I Be i BP 1 6 D xAB x H 180 mph 190 mph 1100 mph 110 mph r 10 SSW10S 0120 10112 n 4-1,2 4 3/4x 26x3 AS jl:: 220 170 130 100 1 15 I SSS4A15S 0.120 110-112 11 4-112 4 314 x 25 x 3 1118 115.0 ! 11.5 8.7 6.5 100 20 SSS4A206 0120 10 1!2 11 4-112 l 314 a 25 x 3 15Q 07 59 39 25 150 20 SSS6A20S 10.120 ( 10-1/2 ! 11 4-112 51314 x 25 x 3 163 15.4 j 11.1 i 7.9 5.5 150 25 SSS4A25S 0120 V-1/2 R 4.1r2 .1 3Mx25R3 181 1 "i 17 03 -- 200 25 i SSSISA25S 0.120 110-112 ! 11 5 5 1314 x 25 x 3 E 222 19.3 j 6.0 3.5 1.6 200 25 bSS6A266 0120 121!2 12.12 5 6 1 x 3$ x 4 284 910 61 35 12 200 30 SSS5A30S 10.120 110-112 11 ; 4-112 6 j 314 x 25 x 3 j 260 4.7 2.1 200 30 SSSSM30S 0188 10-tft 11 4-L2 S 3r'4 x 25,4 3 392 104 64 35 is 200 30 5SS6A3CS 1 0.120 112-112 112-112 ; 5 6 1 1 x 35 x 4 330 14.3 1,4 200 3C SSS6M34 0 188 12.1112 12172 5 C. 1 x 3S x 4 489 190 13 0 87 56 200 135 SSS5M35S t 0.188 110-112 ( 11 4-112 i 5 314 x Z5 x 3 1453 15.8 2.6 200 35 S5b6M43ti 0188 12.13 12-112 5 8 1 x 36 x 4 664 128 72 37 10 200 35 ( SSS6X35S . 0.250 112-172 -.2-1/2 5 6 1 x 36 x 4 1738 116.5 111.0 l 6.8 1 3.5 200 39 9S3W39S 0 188 12 112 12-112 5 S 1 x 38 x 4 ale 71 30 300 • 39 I SS56X39S 10.250 ! 12-172 12-112 5 1 1 x 30 x 4 { 816 13.017.0 i 37 0.8 300 Effective Pro]ectedArea (Two Feet Above Pole Top) MH I : S Be I BP B D xA6 x H r 80 mph 90 mph _ 100 mph 1110 mph 10 SSS4A105 0120 10-'."2 11 4-112 4 3,4 x 25 x 3 86 Z30 175 140 110 100 15 ! SSS4A15S 10.120 10-112 11 4-112 ! 4 314 x 25 x 3 118 113.4 10.0 7.5 5.7 j 100 20 SSS4A20S 0120 10-1/2 71 A-1,2 4 314 x 25 x 3 150 76 A2 34 2.1 160 20 SSS5A20S 0.120 1 10-112 11 : 4-112 5 ! 314 x 25 x 3 4 183 113.8 { 8.9 7.1 4.9 r 150 25 SSS4A2SS 0 126 10-1 f2 r 4-112 4 3r4 x 25 x 3 181 34 16 o3 20Q 25 ; SSS5A25S 10.120 10-112 i 11 ! 6 5 1314 x 25 x 3 1222 8.6 j 5.5 3.2 1.5 ! 200 25 5558A25S 0 120 12-112 12.1 r2 5 6 1 x 38 x 4 284 91 66 30 12 200 . 30 SSSBA30S € 0.120 10-112 11 4-4/2 15 1314 x 25 x 3 j 260 E 1.8 - -- - 200 30 SSS3M30S 0188 10-77 11 4-u2 5 314 x 26 x 1 392 96 150 1 s 02 20L' 30 1 SSS6A30S 0.120 12-112 12-172 15 6 1 x 36 x 4 1330 4.1 1.3 1 -- I -- 200 30 65SOM30S 0188 12-112 12-1/2 6 a Ix 36 488 186 125 64 33 200 35 SSS5M35S 0.188 1 10.112 i 11 4-112 5 314 x 25 x 3 453 15.5 2.4 -- -- l 200 36 SSS11M35S 0198 12.57 12.1/2 6 6 1xsoX4 584 118 70 35 10 200 1 35 ' SSS6X35S 0.250 12-112 12-112 5 6 1 x 36 x 4 1 738 116.0 110.5 6.4 3.4 200 39 SSSWM 0188 1Z -VZ 12-7•'2 6 6 1x36x4 014 70 24 -- -- 300 39 � �SSSSX395 _. -` 0.260 .. .. ......_ � 12-112 12-112 I�� ... _ 5 36x4 6 1 x 1,... � 818 � 12.0 16.7 _ 3.0 .�--_ 0..... 10.6 ....______.. .1„300 � NOTES: 1. Catalog number includes pole with hardware kit. Anchor bolts not included. Before installing, make sure proper anchor bolts and templates are obtained. 2.Tenon aim or machining for rectangular arms must be specified. Hand hole position relative to drill location. S. Shah size, base square, anchor bolts and projections may vary alightly. All dimensfons nominal. 4. EPA. based on shaft properties with wind normal to flat. EPA9 calculated using base wind velocity as Indicated plus 30% gust factor, Eaton t1121 HighweS 74 South .,rdpN Peachtree City. GA 30269 Specifications and T0513013EN R 770 486-0600 dimensions subject to Powsdng Business Woddwida www.eston.comAighiing change without notice. 2015-12-0913:41:02 Delta CFP -12F- Firestone Building Products htt :/ifirestonebpco.conill Delta CFP -12F HomeaLtv://firestoricljl)r,o.com/))> Wall (httn://f restonebt)co.eom/wall/) )) Prof le Panels(hiti,://firestoncbpco.com/wall/profile-ilanels/) )) Concealed Fastener Panels (bttp:«;resteneboco.com/wall/pro(;le_Aancls/concealed-f2igtener-pnelg/)» Delta CFP -12F Delta CFP -12F Features • Concealed fastening for a crisp, clean aesthetic a Consistent joint detailing, so all Delta Series panels can be installed with each other • Can be installed with or without attachment clips to accommodate the wall assembly design Can be installed with the corrugations running horizontally or vertically Material Options • Galvanized steel in 18, 20, 22 and 24 ga • 0.032" and 0.040" aluminum Finish Options • Kynar 5008IHylar 50008 high performance fluorocarbon resinous coatings 0 31 standard UNA-CLADTM colors o Custom colors available • Anodized (aluminum only) Additional Information • Foam and metal end closures are available Optional attachment clips are available in both stainless steel and galvanized steel o Drawin s #drawin s * Specs (#specs) • TIS otis httpJtrirestonebpoo.com/wall/profile-panels/concealed-fastener-panels/delta-cfp-12f/ 114 ir w r1u err •(2i' �o V 7'0�-7S +89'02'00" E P� lJJPlY�' l a _ + $ f A Met, daces Ea•EW EAeD101IliT 3 l Rffi� V iUJ R DDC. Na. 4661940 %W -10 ti"b4 15 EM bh---------------- 1 a I � - I ^„s► �� ---^_._----•^--• m {{eoe sem ----------^^ ------ yd�IIIJ � 91 T MINaUS L * ` : sem I `fib 8 1A e & a .40 1 LO I OOIs011F1E �UiORl9 I 1 j� le No. 9='� O l 0 i I� p1 Z i� I 1 �r - g 4 ? j 'Cd , iwrrgl / - EASEAIE ftft 4 �t , SURVEY FOR AVT —C FINISHING PROPERTY ADDRESS: 9101 Science Center Drive, New Hope, Minnesota, LEGAL DESCRIPTION: That part of Lot i, Block 1, SCIENCE INDUSTRIAL CENTER, according to the recorded plat thereof situate in Hennepin County, Minnesota; lying east of the following described line: Commencing at the northwest carver of said Lot 1, thence Easterly, along the north line of said Lot 1, a distance of 774.21 feet to the point of beginning of the line to be described; thence Southerly, at a right angle, to the south to sold Lot 1: and there terminating. I hereby certify that this Is a true and correct representation of a survey of the boundaries of the land above described and of the location of all buildings, if any, thereon, and all visible encroachments, if any, from or on said land. Doted this 4th day of February, 1998. by. Jo o e NOTES. Minnesota License No. 20281 1. The orientation of this bearing system is based on the North line Block 1, SCIENCE INDUSTRIAL CENTER which is assumed to have o bearing of South 89 degrees 02 minutes 00 seconds East. 2. According to the City of New Hope the property is zoned 1-1 Limited Industrial i ooD. 3225470 SEM Use In flood zone C (area of minimal flooding) Per Community Panel map no. 270177 0018 dated June 2, 1981. 3. Area of the property described hereon is 847,055 square fact or 19.4457 aeras. 4. Existing utilities and services shown hereon, were located either physically, from existing records made available to us or by resident testimony. Other utilities and services may be present Verification and location of all utilities and services should be obtained from the owners of the respective utilities prior to any design, planning or excavation. n 5. No title work was furnished for the preparation of this survey to verify the Legal description or easement information. 6. Setbacks for buildings are as follows: i Front= 50 feet Side= 20 feet Rears 35 feet Parking s no closer than 3 feet. 2a• 93 R S 89 ,I, ..E. VMWNG K• lililiiililili�li�lililililililili{il■�Iilililililil�lil�I�li�1111111111111i1ii111111Vi!ili4ikililii � � ., W LIM RAMV" { { 700 150 250 SCALE IN FEET BOOK 257a-27 EGAN FIELD & NOWAK 2a• 93 R Metal coping Exposed aggro precast panels Exposed aggregate precast panels Ccrrrgated metal panels I '. clas�a,rtanwan.- Metal e-wy - I ! - Enlarged Partial West Elevation ^TT Pant existing cmu to match exposed aggre" precast panels— Existing Building s a_or.mx_III' ..4> J. > Aa _ Concrete trash screen walls• paint to matcn exposed aggregate precast panels G1 South Elevation csoz tna•=5-m Corrugated Exposed aggregate metal panels precar panels New addition Existin Mesal coping wells Enlarged Partial North Etevation cake; ,M•-,•� 1 Overhead dock wall Exposed aggregate preceal panel Corrugated metal panels lie Gio Enlarged Partial East Elevation N `-iii. am Mi low. 111. - — I ,,INN a=a�n•ri ltians ..' West Elevation v+sr.rw Paint existing cmu to match e.d,Qd, aggreg panais Expoased aggregate precast panels 7� i It A Corrugated metal panels Expossed aggregate precast Denials " Glass curtain 1Ndti i n North Elevation Existing angler! As East Elevation casevier=5- _-..- - .- ......--._..... -- .....,. - . _...... _...._.-__.. _- . -. ate I NOT FOR CONSTRUCTION nZ= L =. a in 5-r CNH NO.: 18004 DATE: 55-24-2018 REVISIONS: 0 ipQ `a M t c U Bz LLL `m ox Q m z Exterior Elevations N O U) U M SCIENCE CENTER DRIVE 41 2F -Ir I I Una inclwf[ngl p erdsdngParldnglot j M9 a -o � II _Story Office Addition FIFE = 900 II_ 2a-4- _P_ropey�f_Line_ -ITT i'i"rTTFT1T f-4 b 4T-TTT= AVTEC - Building Addition - 3Y -p- 2B' -e iOr 1 r 'k Site Plan Submittal 4 9W Kanning Analgsfs — ! City of New Hope Site Plan Submittal MrAw Sheet Index: 120+New f , Snow Architectural 3"e CS01 Site Plan - -- - --Parking CS02 Exterior Elevations Stalls i III ;� t�`` CS03 3D Views it Provided I r ! a I CSO4 Roof Plan C1 i !+ dI ; I sir-osB- —- 1` C1 Existing Conditions C2 Site Plan qL,�-++� ; ; C3 Grading &Drainage Plan C4 Erosion Control Plan '�1 \ C5 Utility Plan ts Warehouse Addition �1` % Snow f _ + 1 \ L1 Landscape Plan FIFE = 900 a , / Strage ' f - - 3'4�' d \ \\ A Lighting nnYdw ... ... 9.M Generator f �__ I 1 \ ` M of 1 Lighting Plan H13 Site Planning Analysis ` I 16 f � i 1• ` 4' `\ 1 Propa1ne'Tf o ks \ LU LLI LU W FDC Caw ll '/ CSO, T -,-0- Q Eii Property Location Map rQu,I r ^ / /� . / / \ \ \teal r - 1'-0- . Existing rl f \\ Pond 1 � j EWsflrig Pand l Building Sett+acic _ ml as d• / Y/ — -- — — ParldngSetbadc- � L'� ,�-�ra�erty Lina - — I Access POlnt \\ k 2 7 2016 .. I ! nrpPett�' Lina_ �' — — �1• Al Site Plan C901 1' -EO'-0- ° &te�Lowhon r A d r . r -0- f. o ,< NOT FOR CONSTRUCTION Zx Ie a CNH NO.: 16064 DATE: 5-27.2016 REVISIONS: A Site Plan 9 Metal coping Exposed aggregate precast panels Exposed aggregate Corrugated matal panels precast panels Comgated metal panels Glass curtain wall I t Metal canopy N— ro Fi x I 1C1 Enlarged Partial West Elevation n Enlarged Partial North Elevation Casa ,re•=ra• casx ,x•=ra •. -- Chmd,ead dock door Exposed aggregate precast panel Paint existing cmu to maid, Existing Building Angled well Existing angled walls Angled wall expand aggregate precast panels Exposed aggregate precast panel i, Concrete trash screen wells, pah,ttomatch exposed - x .- z r aggregate precast panels _ _ _ c1 South Elevation c10 Enlarged Partial East Elevation �a ����_+•� csoz ,s•-,•� Corrugated Exposed aggregate metal panels precast panels New add 0on Existing building Metal coping Point existing emu 10 Metal canopy (( r!� TT _ _ ,/— maid, expate nd Precast Pres _L I panelsr Glees curtain well A k9p.. . .. — .. — .. .. _., =E !.v I � s .. -..1. .i�/ - \: tel: n West Elevation tE!�2j Corrugated metal panels Expossed aggregate Epoased aggregate precast panels precast panels Chess curtain wall c7 North Elevation csoz u,�=ra Paint existing emu to match exposed aggregate precast Angled wall E,dsting angled wall Angled wall Exposed aggregate Panels - precast panels 1 f ❑ -44 ❑ ❑ ❑ ❑ ❑ ❑ ( East Elevation 0802 Vk8•=110" NOT FOR CONSTRUCTION CNH NO.: 18004 r DATE: 5-27-2018 REVISIONS: Exterior Elevagares N ro V/ U zz �— ------- -- Fl 1E 13D View from Northwest RTlfs am not MsIble from Properly Une View from Northeast Comer of Property Line esus . Oil W Z= i0 m Y' CID W �a v rmN Nn • 7Rrind REVISIONS: Al View from Northwest Comer of Property Line _ A7 3D View of Main Entry 0809 [508 NOT FOR CONSTRUCTION 4 new rooftop units New EPDM Roof R � Ex�sin� Roof t I New EPDM � Roof New EPDM Roof i 41 E d ISI r a 145, el ld" !Yt . ! Wr n Roof Plan 0844 7178'=7t4" rN[I iM- IINN dh110 3•a7 -MIN L) q ,1 X nmI cum v.P NOT FOR CON TRUGTION EXISTING CONDITIONS 11 grATR L iucn = ou 14. LEGEND O DENOTES 12 INCH COMMON SPIKE SET WITH WASHER STAMPED RLS 16464 OR AS ROM DENOTES IRON MONUMENTS FOUND SIZE, TYPE, 8: RLS AS NOTED X DENOTES FIRE HYDRANT .ea DENOTES WATER VALVE 2. DENOTES UTILITY POLE 4 DENOTES LIGHT DENOTES SIGN (SINGLE POLE) w DENOTES SIGN (DOUBLE POLE) O DENOTES CATCH BASIN ® DENOTES SANITARY MANHOLE ® DENOTES STORM DRAINAGE MANHOLE C� DENOTES FLARRED-END SECTION (CULVERT) m• DENOTES SANITARY CLEAN-OUT • DENOTES CONCRETE BOLLARDS M DENOTES TELECOMMUNICATION BOX 0 DENOTES GAS METER 0 DENOTES ELECTRICAL BOX •�••� DENOTES EXISTINGSPOT ETEVAnON ---eco--- DEMOTES ElOST1NG CONTOUR —T — DENOTES UNDERGROUND TELCDM LINE —O — DENOTES UNDERGROUND GAS MAIN —E — DENOTES UNDERGROUND ELECTRIC — W — DENOTES WATERMAIN —e&— DENOTES SANITARY SEWER —sTd— DENOTES STORM DRAINAGE SEWER Q DENOTES CONCRETE SURFACE DENOTES COTTONWOOD TREE DENOTES ASH TREE DENOTES PINE TREE �Y1 DENOTES TREE/BRUSH LINE SITE ADDRESS: 9101 SCIENCE CENTER DRIVE, NEW HOPE, MN TOTAL SITE AREA: 2313,866 50. FT. OR 5.46 ACRES EXISTING IMPERVIOUS AREA: 100,385 SO. FT. OR 2.30 ACRES BASS OF BEARINGS: HENNEPIN COUNTY AVTEC FINISHING SYSTEMS, INC. I Cl oWd MR GREG VAN SINE QXYSTONE CONSTRUCTION 500 S. MARSMAII ROAD, IM 300 Design by ,F ppm dde 5-9-16 gk�pLe�. ImTrU e"f..�'°i.r=... Dmrn by RevW= 5-24-16 5-26-16 SHAKOPEE, MN 55379 812-916-1405 'I°dbm L FRW olb 5-9-16 N...r r 16464 LA SPa AND LAND SURVSYA4r,, M S my back No. Page We sugwm/crm numm DUSTING CONDITIONS 1260 own Pon Si>1S& 2m mm ( �m— P SAPnamber 2DI6018 Sheet number of SITE PLAN HW� MAW -1 CALL 48 HOURS BEFORE DIGGING: GOPHER STATE ONE CALL TWIN CIT" AREA (651) 454-0002 MINNESOTA TOLL FREE 1-800-252-1166 6" 1 Distance to variable 1/2"r 3'r 1/2'r slope �O 3 4 err ft 8« 12 13612 MnDOT B612 CONCRETE CURB & GUTTER LOT COVERAGE TOTAL SITE AREA: 2381 SQ. FT, OR 5.48 ACRES EXISTING IMPERVIOUS AREA: 100,385 SQ. FT. OR 2.30 ACRES PROPOSED TOTAL NEW IMPERVIOUS AREA. 36,313 SQ. FT. OR 0.83 ACRES PROPOSED: BUILDING % = (71.875/238.868) x 100 = 30X GREEN AREA X = (102,170/238,868) x 100 = 43% ASPHALT % = (64,823/238.888) x 100 = 27X NSTURBEO AREA: BISTURBED AREA - 90,844 SQ. FT. OR 2.79 ACRES PERCENT OF SITE DISTURBED G (90,844/238,868) x 100 38% 9 I grAT.F LEGEND O DENOTES 12 INCH COMMON SPIKE SET WITH WASHER STAMPED RLS 16464 OR AS NOTED DENOTES IRON MONUMENTS FOUND SIZE, TYPE, & RLS AS NOTED 7t DENOTES FIRE HYDRANT -DY DENOTES WATER VALVE 'd DENOTES UTILITY POLE # DENOTES LIGHT T DENOTES SIGN (SINGLE POLE) DENOTES SIGN (DOUBLE POLE) C DENOTES CATCH BASIN ® DENOTES SANITARY MANHOLE ® DENOTES STORM DRAINAGE MANHOLE D DENOTES FLARRED-END SECTION (CULVERT) ae• DENOTES SANITARY CLEAN-OUT • DENOTES CONCRETE BOLLARDS 0 DENOTES TELECOMMUNICATION BOTS C DENOTES GAS METER C DENOTES ELECTRICAL BOX " DENOTES EXISTING SPOT ELEVATION DENOTES EXISTING CONTOUR DENOTES PROPOSED SPOT ELEVATION —xxx— DENOTES PROPOSED CONTOURS DENOTES PROPOSED DRAINAGE DIRECTION —T — DENOTES UNDERGROUND TELDOM- LINE — G — DENOTES UNDERGROUND GAS MAIN —E — DENOTES UNDERGROUND ELECTRIC — W — DENOTES WATERMAIN — SS— DENOTES SANITARY SEWER -OSTIA— DENOTES STORM DRAINAGE SEWER � W001 DENOTES PROPOSED SILT FENCE Q DENOTES CONCRETE SURFACE 8 DENOTES COTTONWOOD TREE DENOTES ASH THEE DENOTES PINE TREE �W\ DENOTES TREE/BRUSH LINE SITE ADDRESS: 9101 SCIENCE CENTER DRIVE, NEW HOPE, MN BASIS OF BEARINGS HENNEPIN COUNTY AVTEC FINISHING SYSTEMS, INC. I CZ mient MR GREG VAIN SICKLE GREYSTGNE CONSTRUCTION Design by F Driglnal dote 5-9-16 II■e�a.n�� � ��� wswdw�. a °'• mu.„ 500 S. MARSCHALL ROAD, SUITE 300 Drown by Revisions SHAKOPEE, LN 55379 'I0A0N0^ L Fsod w. 5-9-16 w w, ws w: 16464 612-916-1405 JF 5-24-16 5-26-16 LAKE AND LAND SURVEYING, INC. Survey book No. Page title S19YISDtIG/WTPu II SITE PLAN 1200 C®PFRB PO ffll , SUM 275 SI PAUL* ITN. 55120 PHONE 651 776-6211 t.,LP.number 2016.016 Sheet number of 70 AADIAIG & DRAINAGE PLAN h CALL 46 HOURS BEFORE DIGGING: GOPHER STATE ONE CALL i TWIN CITY AREA Bs1) 454-0002 MINNESOTA TOLL FRE 1-600-252-1166 SCALE 1 inch = 50 ft. LEGEND DENOTES 12 INCH COMMON SPIKE SET WITH O WASHER STAMPED RLS 15454 OR AS NOTED a DENOTES IRON MONUMENTS FOUND SIZE, TYPE, do RLS AS NOTED 3; DENOTES FIRE HYDRANT .M DENOTES WATER VALVE 'd DENOTES UTILITY POLE R DENOTES LIGHT T DENOTES SIGN (SINGLE POLE) DENOTES SIGN (DOUBLE POLE) ❑ DENOTES CATCH BASIN ® DENOTES SANITARY MANHOLE ® DENOTES STORM DRAINAGE MANHOLE I) DENOTES FLARRED—END SECTION (CULVERT) m• DENOTES SANITARY CLEAN—OUT • DENO'ES CONCRETE BOLLARDS M DENOTES TELECOMMUNICATION BOX a DENOTES GAS METER a DENOTES ELECTR!CAL BOX — DENOTES EXISTING SPOT ELEVATION ---xxx---DENOTES E70ST1NG CONTOUR C 01 DENOTES PROPOSED SPOT ELEVATION —x101— DENOTES PROPOSED CONTOURS G DENOTES PROPOSED DRAINAGE DIRECTION —T — DENOTES UNDERGROUND TELCOM UNE G — DENRS UNDERGROUND GAS MAIN —E — DENOTES UNDERGROUND ELECTRIC — N — DENOTES WATERMAIN _35— DENOTES SANITARY SEWER —sTkt— DENOTES STORM DRAINAGE SEWER a� a� DENOTES PROPOSED SILT FENCE DENOTES CONCRETE SURFACE DENOTES COTTONWOOD TREE 10 DENOTES ASH TREE DENOTES PINE TREE WW1 DENOTES TREE/BRUSH UNE SITE ADDRESS: 9101 SCIENCE CENTER DRIVE, NEW HOPE, MN BASIS OF BEARINGS: HENNEPIN COUNTY A VITEC FINISHING SYSTEMS, INC. j C,3 Gent MR. GREG VAN SICKLE GRETSTONE CONSTRUCTION 500 S. MARSCHALL ROAD , SDITE 3D6 Design by „F Crigind dote 5-9-16°ea°e°�y rrr mar roa ar rmsaa .`I ' a.iw a ww w lo. a Drawn by Regions 5-24-16 5-26-16 SHAKOPEE, 379 612-916-1905 m^� L Fa"a or, 5-9-16xti�x x• 16464 LAKE AND LAND SERVEYIM. LNC. Survey book No. Page title I SCgygM/Cim GRADING dr DRAINAGE PLAN 1200 CEM P0= SHITE 275 ST PAOI, MN. 65LM MNE 651 776-6211 S.A.P.number 2016.D16 Sheet number of EROSION CONTROL PLAN SEE LANDSCAPE PLAN FOR FINAL STABILIZATION GF MmIHMIT EmA! � 4 � ..__ ......•.... qm _ y r car. wuEn iiiw y . r Y� ter.,' n r N$8'56'54"W 357.84 _ As • . yq��-`.so.sa..o (per` :.;YE6 - _ n 1, , p 15 Fr. wA1EA MAIN 47 1 .`o r id'lmx 47 M7PER Uoc. xa 470.x79 m4 ' f Hr1,1� i,H 1 • ti` EXISTING BUILDING 2{-? • -15 F7. AWITARY SEWER . '� pmw/�,` '� ws %.sa iI ✓�;i �•�• I 110.1EASEMENT 1 °°C. 3224470 ..Num . WE =m41* HI •' I-i.�.,� u'j am.H PROPOSED sBUIL13INGp ADDInON FOR G OOOE DRAdNAdX ... Q or mm WSM = � a , y,;y I �• I aw WM.WE6n O S 1 9� rl o = C G EXISTING j y CONCRETE BUILDING FFE N0. g .mn .Ht - 90°.00 EXISTING BUILDING ALL 46 HOURS BEFORE DIGQNG: GOPHER STATE ONE CALL TWIN CITY AREA (651) 454-00021 MINNESOTA TOIL FREE 1-800-'252-1166 "-2" WASHED ROCK AGGREGATE 6• MINIMUM DEPTH. INSTALL (HATCHED (TEMPORARY ROCK CONSTRUCTION SITE ENTRANCE PAD WIRE MESH RFINF CMJENT (oFnoNAL) ENOWE'O'HIN4 FASlrC METAL 00 w000 POST OR STAKE SCALE 1 inch = 50 ft. FAE 0 ANrxGRArf DENOTES 12 INCH COMMON SPIKE SET KITH 3KL7 < 6ACIwEH. wTx WASHER STAMPED RLS 16464 OR AS NOTED TAMPED NATMRAL EGL DENOTES fRON MONVMENTS FOUND WtEGTKIN of SZE, TYPE, & RLS AS NOTED FLAW M 0 iNCN MINWHux �'y DDENOTES FIRE ENOTES WATER "pVE �+ DENOTES UTILITY POE # DENOTES LIGHT v DENOTES SIGN (SINGE PCE) I -� F / • ,� •r`"4 1 1 `�. •� "'` . �� INSTALL CONSTRUCTION OF SILT FENCE, TYPICAL I ® DENOTES SANITARY MANHOLE iciiu J 1•, 4 , @ - - - 0 DENOTES STORM DRAINAGE MANHOLE fl DENOTES FLARRED-END SECTION (CULVERT) '¢gv, -- _'• .� i, ONN \ co- DENOTES SANITARY CLEAN-OUT DENOTES CONCRETE m DENOTES TE ECO MUNID AT10NS BOX FQQ�� Y DENOTES GAS METER RT"r ri ?'�'° Sag• � m DENOTES ELECTRICAL BOX ti, DENOTES EXISTING SPOT ELEVAnON i �"" °Y 1 \�''b4 ---XXX---DENOTES EXISTING CONTOUR ® DENOTES PROPOSED SPOT ATION DENOTES PROPOSED CONTOURS O DENOTES PROPOSED DRAINAGE DIRECTION (NAGE AlY �j \ H.Aw '•"'• �:%• if �; 'l wAm�,e�.�alaa ! /• PLAT -F ,9 —T — DENOTES UNDERGROUND TELCOM LINE r i \ YAg eEWTi 8 Z \ — G — DENOTES UNDERGROUND GAS MAIN �, •' ;, aw �,� ,/ ,my Coy — PON° E — DENOTES UNDERGROUND ElTRIC ••�` \; --�-•�'" "1� -• � — w —DENOTES WAIERMAIN EC -10 FT. DRANAGE UTluf"�'�•r• DENOTES SANITARY SEWER i. EASEMETIT IM'n —STM— DENOTES STORM DRAINAGE SEWER IIS IIS DENOTES PROPOSED SILT FENCE R=498.34 .yM N89-15'21"� 380.53 D 189.88 _..�.._.._ _.._..� �.I ..I _..- ENO?ES CONCRETE SURFACE �,� JI IL."^ \ \ ��+•. - - y,�• DRAINAGE DITCH v DENOTES COTTONWOOD TREE _ DENOTES ASH TREE ---15 --J d PER ADW. NO. 963109 'm" DENOTES PINE TREE 15 .47 89'15' 21 "E • '00 L/NE RQ/LR0.4Z7 DENOTES TREE/BRUSH UNE RAI R O D r R A G K SITE ADDRESS: 9101 SCIENCE CENTER DRIVE, NEW HOPE, MN R I L O A D ,TRA K S BASIS OF BEARINGS: HENNEPIN COUNTY AVTEC FINISHING SYSTEMS, INC. [C4 Die,lf MR GREG VAN SICKLE Design by Grigind rWte I Ewis wwY Trym IMT idPwlb y y�1 ti° GNETS ANE CONSTRUCTION JF 5-9-1fi °M h `" 9rt.s wHr N Mr N I W a 500 S. 4ARSGIALL ROAD, SUITE 300 A Drown by Rerismns SHAKOPEE, MN 55379 bU- L F -d 5-916 S164452fi- 612-916-1405 JF 5-2-16 - LAKE AND LAND SURPEYINO, INC. Surrey book No. Page title SU7LVSYING/CWB, P•NGDI&@RTNO EROSION CONTROL PLAN 12OQ C&NTITE PO= SUM 275 S.A.P.number Sheef numder of ST PAIR, MN. 66120 PHONB 651 776-621! 2018.016 BDgNARC ZW NIT OF xFORNiT- .............u.GPtlEREY,T....... W SCALE 1 inch = 50 ft. C J CALL 46 HOURS BEFORE DIGGING: GOPHER STATE ONE CALL TWIN CITY AREA (651) 454-0002 MINNESOTA TOLL FR 1-800-252-1166 UTILITY PLAN y.ru-u F...s..r..r...... u... ..a.......�..��.ru.. SEE LANDSCAPE PLAN FOR FJRTHER DETAILS OF INRLTRAPON BASIN DESIGN, Design by ,F Origind date 5-9-16 ROOK MYLL3i 500 S. MARSCiALL ROAD, SUITE 300 IN- SYBTAIT AND eAWILL TO FINISHED GRADE Drown by JF t12 WITH RANTING IN UY OF A WELL BLENDED MIXTUREOF NGa SEmi-CoMou SE WASHED SAID OR NATIVE SAID. Jmj! L Food DA. 5-9-16 Ni—w Ay Ik 16464 30S MNODT GR ABE 2 COMPOST AND 30% NATIVE PLANTING MEOMM I TOPSOIL BY VOIAIYE. INSTALL A ROCK MULCH COVER 2 INCHES DEEP OVER RAN GARDEN PLANTING BED & SEE E D DETAIL I `r EL 895.00 EL SEIMOD 3- iste•,� EL 591" z' GRANULAR B" PERFORATED ORAINTILE ENCASED IN3[4" WASH BEDDING (SW) I ROCK 1.5x1.5 ENCASED IN GEOTE%TILE FFABRIC L_ CONTRACTOR MUST SCARIFY SOIL WITH "TOOTHED" BACK HOE, OR EQUIVALENT BEFORE INSTALLING GRANULAR BEDDING DEFLECTOR PLATE EIVERFLOW /1 -CENTER OF FILTER A.95ENE 10' FILTER ASSEMBLY WERFLVA j2 -TOP of CURB Box '-Y LCG-3087 HIGH -PLOW XIOH-FlA1Y FABRIC WIMCO MODEL CG -]067 HIGH-FLOW INLEF PR OR APROVEO UNIAL CURB AND GUTTER INSTALLATION APPROVED MN7GT SILT FENCE FABRIC OPENING FOR LARGE EVE FASTEN TO STAKES 2' O.C. PERFORATED WALL SILT FABRIC TO BE WRAPPED AROUND SC8 IF NEEDED CATCH B141N NFRASAFE SEDIMENT CONTROL BARRIER TOP NEW ROYAL ENVIROMENTAL SERVICES OR AN CROSS SECTION vin EQIAVL PLACEMENT OF SEDIMENT CONTROL DEVICES WITH SILT FENCE FOR REAR YARD INLET PROTECTION. STORM SEWER A VITEC FINISHING S YS 'EMS, INC. I C5 alert MR. DEC VAN SICKLE GRLYSTONE CONSTRUCTION Design by ,F Origind date 5-9-16 500 S. MARSCiALL ROAD, SUITE 300 Drown by JF Reno ons 5-24-16 5-25-10 SHAKOPEE, MN 55379 612-916-1405 Jmj! L Food DA. 5-9-16 Ni—w Ay Ik 16464 LAKE AND LAND SURVEYING, LNC. Survey book No. Page title sURYs=/CLRO. KNG1tiME UTIUTY PLAN 1200 C1M71PRE PODIH. RM 275 17I'IDC 65120 PEEN& 85l 778-62ll 1 SA.P.number 2016216 Sheet number of 4 a A T '��';1t�11,1111111��1111►11�/111® ���� 14 11 m 47 H 14 GENERAL NOTES: SHOULD A PLANT BE UNAVAILABLE AT THE TIME OF INSTALLATION, ALL SUBSTITUTIONS ARE SUBJECT TO THE APPROVAL OF THE LANDSCAPE ARCHITECT AND THE CITY. ANY EXISTING VEGETATION TO BE REMOVES FROM THE SITE SHALL BE DISPOSED OF IN A MANNER THAT IS APPLICABLE WITH LOCAL CITY AND STATE REQUIREMENTS. SEE ENGINEERS GRADING AND UTILITY PLANS FOR EXACT LOCATIONS OF BERMS, FENCE. RETAINING WALLS, INFILTRATION BASINS. AND PIPE LOCATIONS. ` ALL TREES SHALL RECEIVE SAUCERS AN0 MULCH WITH SHREDDED HARD- WOOD INDIVIDUALLY AS PER PLANTING DETAIL, ROCK MULCH OVER LANDSCAPE FABRIC SHALL BE APPLIED TO PLANTING BEDS WHERE SHOWN —1W -A 3' DEPTH, PROVIDE OWNER WITH ROCK SAMPLES FOR THEIR APPPROVAL PRIOR TO CONSTRUCTION. ALL AREA OUTSIDE THE PROPERTY LINES DISTURBED BY GRADING OR UTILITY INSTALLATION \ . SHALL BE RETURNED TO EXISTING CONDITION OR BETTER OR AS NOTED, 1 41.8 CALIPER INCHES TREE REPLACEMENT REWIRED. 42 CALIPER INCHES OF REPLACEMENT SHOWN. 14 OUTDOOR SPIGOTS WILL BE PRONDEO FOR LANDSCAPE MAINTENANCE PLANT SCHEDULE SW QTY S ZE COMMON NAME LATIN NAME a ![M111r uNm1i I n— AM[MCNIA'l1O®iIRY a 4'Otl LUFM YMJ< Am! R.ATANC= YdIC' i atim PdW III® OWBArRL • • • ! a .a Cpl eOmplAW ILAC • I Ii I Ww^Tm Am" TO m samm "IN `' } li i • aA11CARI A11EAa TO BE SUM WTH 111 , 11OICATEI AA'IAB MA7 Ali r OF RI 1 •I = . .:'� ,'(', ��' • .. - T TREE PROIEC1N11 RACE I ,OPOSED BUILDING ADDITION (' PLAN • .�". �.�:. WIDE SITRAP 3 - GUY CABLES ��•%fff•���'+.t � '{/,Jj ', r AT 140' S INC aYflAPPNC • j f�•. r(l y I FTR57 BRANCH T f)� •�t� ti , FORM 3' DEEP SAU • R - ROOTRALiL ANTIllor so, NOTE: STARING TREES IS OPTIONAL HOWEVER THE CONTRACTOR IS RESPONSIBLE FOR EGAIN A PLUMS POSITIONTRUCHOUTANTEE PEPoOD. y�♦ muumALL TREE INSTALLAT10NDECIDUOUS 1REEBALLED AND OURLAPPIED MIL 2470 FDC EQWUL / j mAIIRO FDGNC,:. TX2'X24'WM STAKE AT AN ANGLE to. r RDOI MULCH OIl111 LN09CAPE FABRIC :? • 3, / / j ` j \ m -w `SOL BUIL TTP. :x --- _ / ✓i/-E..-� / /�f �� .A 1 - �' \ `1\ \fir• , "? }' � SHRUB aINlwSlTarALRLDLusA TION sale CiTOIN iN S1OEI Or ROUTIALL 10 IA L BEFORE YOU DIG I ,,,��•^ 's� • / s MINNESOTAL�A�PR�gUWESEXCAVAT(IRS TO NOTIFY r r '� r 'SI; '•' 'f/ r-. i _.... THE REGIONAL NOTRC CEMERATLEASTTW0 -y / �• Z /' i �._ _ - 5 •.ii'' (_ ('ITCH;_....___....-.._ t BVOID IT ME ff'Ul � MOPE _ — DAY 8 �' — — - — �� ����■■ �� �L�pY �•'•'.• .�_ �PPopq^!O'p(CAgATION ...... j �_ � E�TTVI � IYFIT\ I � GOPHER STATE FOR CONSTRUCTION same 0 feet—CALL IloMpharalAleorecelLnrO 0 30 BO 9D Ad 1-800-252-1166 4 i 1 . 1 .0 11 •'p 0 it 1r gig L �s E COMM: 16004 L1 I' q ra Y N 14 11 m 47 H 14 GENERAL NOTES: SHOULD A PLANT BE UNAVAILABLE AT THE TIME OF INSTALLATION, ALL SUBSTITUTIONS ARE SUBJECT TO THE APPROVAL OF THE LANDSCAPE ARCHITECT AND THE CITY. ANY EXISTING VEGETATION TO BE REMOVES FROM THE SITE SHALL BE DISPOSED OF IN A MANNER THAT IS APPLICABLE WITH LOCAL CITY AND STATE REQUIREMENTS. SEE ENGINEERS GRADING AND UTILITY PLANS FOR EXACT LOCATIONS OF BERMS, FENCE. RETAINING WALLS, INFILTRATION BASINS. AND PIPE LOCATIONS. ` ALL TREES SHALL RECEIVE SAUCERS AN0 MULCH WITH SHREDDED HARD- WOOD INDIVIDUALLY AS PER PLANTING DETAIL, ROCK MULCH OVER LANDSCAPE FABRIC SHALL BE APPLIED TO PLANTING BEDS WHERE SHOWN —1W -A 3' DEPTH, PROVIDE OWNER WITH ROCK SAMPLES FOR THEIR APPPROVAL PRIOR TO CONSTRUCTION. ALL AREA OUTSIDE THE PROPERTY LINES DISTURBED BY GRADING OR UTILITY INSTALLATION \ . SHALL BE RETURNED TO EXISTING CONDITION OR BETTER OR AS NOTED, 1 41.8 CALIPER INCHES TREE REPLACEMENT REWIRED. 42 CALIPER INCHES OF REPLACEMENT SHOWN. 14 OUTDOOR SPIGOTS WILL BE PRONDEO FOR LANDSCAPE MAINTENANCE PLANT SCHEDULE SW QTY S ZE COMMON NAME LATIN NAME a ![M111r uNm1i I n— AM[MCNIA'l1O®iIRY a 4'Otl LUFM YMJ< Am! R.ATANC= YdIC' i atim PdW III® OWBArRL • • • ! a .a Cpl eOmplAW ILAC • I Ii I Ww^Tm Am" TO m samm "IN `' } li i • aA11CARI A11EAa TO BE SUM WTH 111 , 11OICATEI AA'IAB MA7 Ali r OF RI 1 •I = . .:'� ,'(', ��' • .. - T TREE PROIEC1N11 RACE I ,OPOSED BUILDING ADDITION (' PLAN • .�". �.�:. WIDE SITRAP 3 - GUY CABLES ��•%fff•���'+.t � '{/,Jj ', r AT 140' S INC aYflAPPNC • j f�•. r(l y I FTR57 BRANCH T f)� •�t� ti , FORM 3' DEEP SAU • R - ROOTRALiL ANTIllor so, NOTE: STARING TREES IS OPTIONAL HOWEVER THE CONTRACTOR IS RESPONSIBLE FOR EGAIN A PLUMS POSITIONTRUCHOUTANTEE PEPoOD. y�♦ muumALL TREE INSTALLAT10NDECIDUOUS 1REEBALLED AND OURLAPPIED MIL 2470 FDC EQWUL / j mAIIRO FDGNC,:. TX2'X24'WM STAKE AT AN ANGLE to. r RDOI MULCH OIl111 LN09CAPE FABRIC :? • 3, / / j ` j \ m -w `SOL BUIL TTP. :x --- _ / ✓i/-E..-� / /�f �� .A 1 - �' \ `1\ \fir• , "? }' � SHRUB aINlwSlTarALRLDLusA TION sale CiTOIN iN S1OEI Or ROUTIALL 10 IA L BEFORE YOU DIG I ,,,��•^ 's� • / s MINNESOTAL�A�PR�gUWESEXCAVAT(IRS TO NOTIFY r r '� r 'SI; '•' 'f/ r-. i _.... THE REGIONAL NOTRC CEMERATLEASTTW0 -y / �• Z /' i �._ _ - 5 •.ii'' (_ ('ITCH;_....___....-.._ t BVOID IT ME ff'Ul � MOPE _ — DAY 8 �' — — - — �� ����■■ �� �L�pY �•'•'.• .�_ �PPopq^!O'p(CAgATION ...... j �_ � E�TTVI � IYFIT\ I � GOPHER STATE FOR CONSTRUCTION same 0 feet—CALL IloMpharalAleorecelLnrO 0 30 BO 9D Ad 1-800-252-1166 4 i 1 . 1 .0 11 •'p 0 it 1r gig L �s E COMM: 16004 L1 10 II ai Revisions LIO CN ul fa I.. 'b., la 6.j I., I., I. T I., I., S., %A � Lr c I 'M I 'b t lit b. %.1 CN C`) CD df U') Il 1.1, -1:4 yx T. -11 -1, 1:'s 1: %-b 1.A 1, V. I 1").s 5,a 1-, LOI. 1.4 I.V I ` A I V. C) %,I*W^ $314 b. b.s ro s any CD cv 't." I..: VJ z 5.!. 1-. 1.o I i y.f 4,41.1 1-. 1.4 1.. E-4 En LO IIII"Pi WK 'I." 1.. 1. 1.3 t'. 11H 12 MH 12 M: S., V4 I., I.. FI • • f. TT11' T I.; ta %N P-1 W r qP1 I 24 010 k CID 4J Z QO W J< F< III t.1 -HP4 C111 I I :-- ' R, -MH--24•' 0 w z 0 z 0 0 (1) PL4 t4 4�ix 4 rZ4 1.'s 14. �A CD C) Q C) . ..... ........ . FX4 M M Cr) F4 C� C� P3- P3 (1) rd c� 1,4 1 -oj -4. E-4 Dmin rd r-1 a) sjC) ES Q .25 fc L i p z a z aha z1Z CIO ca En En $a a >1 d F(4 Sys. PL4 14 F N4 �4 . . . ................. M 4 4-) V. I.. I., I.. lie" 0 fd Of qV CY) C14 (N A.. 4-J a4 Q) P ra H F_: 0 V. -4 0 fd rd i4 0 U a 0 F4 cl) 10 II ai Revisions LIO CN Planning Case: Petitioner: Planning Request: I. Request PLANNING CASE REPORT City of New Hope Meeting Date: June 7, 2016 Report Date: June 3, 2016 16-07 City of New Hope Horne Occupation Ordinance The Codes and Standards Committee (Committee) discussed the city's home occupation ordinance in residential zoning districts at its November 18, 2015, and February 3, 2016, meetings. After the initial meeting, staff researched policies for surrounding cities and developed a draft ordinance for the Committee to review. The attached spreadsheet provides in-depth information on how the cities of Brooklyn Park, Crystal, Golden Valley, Plymouth, and Robbinsdale address home occupations. Staff determined that most cities take one of the following approaches to regulating home occupations: 1. Allowed as a permitted or accessory use in residential zoning districts when meeting general standards. 2. Limited by type of use rather than by a standard set of limitations that applies to all types of home occupations. Some cities allow for "special exceptions" in certain cases. Many cities tie their registration process to such exceptions in the form of a conditional use permit or more thorough review process for specific types of businesses. Other cities do not allow for special exceptions for home occupations that do not meet the general standards, are not an approved use, or are specified as a prohibited use. The draft ordinance for New Hope takes somewhat of a hybrid approach to the matter by regulating home occupations through general standards and by specifying prohibited uses. It protects and helps maintain the integrity of residential districts in the city through stricter guidelines and regulations, It does not allow for "special exceptions" that do not meet the standards and does not allow for deviation from the list of prohibited home occupations. General standards addressed by the draft ordinance include structural changes, traffic, parking, deliveries, number of employees and clients, permitted location and size, sales on premises, outside storage, adverse effects, and signage. The draft ordinance also states that day care businesses are subject to the applicable county and state licensing requirements. As for prohibited uses, the draft ordinance states that manufacturing businesses are not allowed. The repair, service, building, rebuilding, or painting of autos, trucks, boats, engines, and other vehicles is prohibited. Businesses, educational programs, or similar gatherings which meet on a regular basis and have more than five non-residents at a time are also prohibited. As outlined in the attached memo from the assistant city attorney, any existing home occupation would essentially be "grandfathered" as a legal non -conforming use despite the fact that it may not comply with the revised Section 4-3(g). The Planning Case Report 16-07 Page 1 6/7/16 use as a home business could not be expanded. If the use was discontinued for more than a year, compliance with the revised Section 4-3(g) would be required to recommence that use. The Committee discussed requiring home occupations to register with the city and whether or not a fee should be charged. Staff surveyed about 20 cities and determined that six required the registration of all home occupations and of those six, four charged fees. The Committee felt a one-time registration at no cost would be appropriate and would be helpful in addressing complaints. Applicants would receive information at the time of registration detailing regulations for home occupations. II. Recommendation The Committee was in favor of adopting a text amendment to the home occupation ordinance, pursuant to three recommendations, including not allowing home occupations in accessory buildings, listing engine repair as a prohibited use, and requiring all home occupations to register with the city at no charge. The recommendations have been incorporated into the attached draft ordinance. Staff recommends approval of the proposed text amendment. Attachments • Ordinance 16-03 • Assistant city attorney memorandum (February 25, 2016) Home occupation regulations for surrounding communities Planning Case Report 16-07 Page 2 6/7/16 ORDINANCE NO. 16-03 AN ORDINANCE AMENDING SECTION 4-3 OF THE NEW HOPE CITY CODE RELATED TO HOME OCCUPATIONS WITHIN RESIDENTIAL STRUCTURES THE CITY COUNCIL OF THE CITY OF NEW HOPE ORDAINS: Section 1. Section 4-3(g), Conditional uses, is hereby amended to repeal the strikeouts and add the following underlined text: (1) Purpose. The regulation of home occupations within residential structures is intended to - nsure that the occupational use is clearly accessory or secondary to the principal dwelling use and that compatibility with surrounding residential uses is maintained. (2) Application. For purposes of this Code, home occupations, as defined in section 4-2, shall be further defined to distinguish permitted home occupations from rohibited home occu ations. Accordingly, all home occupations which satisfy the permitted home occupation criteria shall be considered as a permitted accessory use in all residential zoning districts. Permitted home occupations shall be Leguired to register with the pity. Hefo n ,atio •s VVI] Home occu ations which satisfy the prohibited home occu ation criteria shall not be allowed in residential zoning districts. a. Registration required. No person, firm, corporation or other entitv shall conduct any home business within without having first registered the business with the city. The one-time application must be submitted prior tooperation of the business. No re 'stration fee shall be rqquired. b. Registration nontransferable. No registration issued pursuant to this section shall be transferable or assi able to 5vy person,firm corporation or other entily. Any change in owngEft or occu anc of premises, change in proprietor or owner of a business or material change in the business use of the remises by the same owner or occu ant of the pLemises shall constitute a change for which a new home occupation re 'stration shall be required. An change of the person or entity from that which is shown on the issued re 'stration shall re uire that a new registration be obtained. (3) Permitted home occupations. Home occupations which meet the following criteria.: a. Structural changes. Businesses wMah shall require no interior or exterior changes necessary to conduct the business;; •ate� ; and shall require no mechanical or electrical equipment not customarily found in a home. Page 1 b. Traffic. Businesses whiek-de-shall not significantly alter the traffic pattern of the neighborhood. C. Payring. Parking related to the business shall be provided only in the garage or on the drivewa of the property where it operates and shall be in compliance with subsection 4-3(e)(4)f of this Code. d. Deliveries. Deliveries shall be limited to the type that typically_ service residences. E. Employees. Businesses whieh-do-shall not require employees other than those living on the premises. f. Clients. Businesses shall not generate more than eight S client tris per day and serve no more than two 2 clients at one time. dg. Area permitted. Businesses Whieh-shall not be allowed in accessory buildings and shall require no more than 20 percent of the gross floor area of a dwelling, not to exceed 300 square feet eh. Sales on premises. , No physicalproducts shall be displayed or sold on the premises except such that are incidental to the permitted home occupation. fi. Outside storage. Businesses whieh Feqe shall have no outdoor storage of equipment, machinery, inventory, tools or any other item required for use by the business_, riiiaa ui.ib nA_ (e)(4) f of tWs Code L Adverse effects. Business shall not produce light, glare, noise, odor, smoke fumes dust heat vibration radiation or other hazardous or particulate matter that will in any way have an objectionable effect upon adjacent properties. k. Skengge. Businesses shall be allowed one non -illuminated wall sigLi that is no larger than b s uare feet in size. The sign mgy identify the home occu ation resident and address but mgy contain no other information. 1. Other Regulations. Businesses shall meet all other applicable Cily, State and Federal licenses, codes and regulations. In. Day Care in Home. Businesses shall be subject to applicable county and state licensing requirements, serving up to 12 persons, as referred to in subsections 4-5(a)(3), 4-6(b)(4) and 4-7(b)(3) of this Code. subseefien (g)(3) abeve. Said home eeeapation maybe gmn4ed a eendifienal use Page 2 Prohibited home occupations. Home occupations which meet the followin criteria: a. Conducting of retail business other than by U.S. mail commercial delivery services bv a vehicle no larger than a stelp vanor by taking and ordering delivgy of orders by tel hone or Internet sales. b. Manufacturing business. C. Repair, service, building, rebuildinm or painting of autos, trucks, boats, engines, and other vehicles. d. Businesses, educational programs or similar gatherings which meet on a regular basis and have more than five (5) non-residents in attendance at a time. Section 2. Effective Date. This ordinance shall be effective upon passage and publication. APPROVED by the New Hope City Council this day of Kathi Hemken, Mayor ATTEST: 2016. Page 3 WIN OWNRIM. W. OW 0000-1-010014i W-11001 OF Prohibited home occupations. Home occupations which meet the followin criteria: a. Conducting of retail business other than by U.S. mail commercial delivery services bv a vehicle no larger than a stelp vanor by taking and ordering delivgy of orders by tel hone or Internet sales. b. Manufacturing business. C. Repair, service, building, rebuildinm or painting of autos, trucks, boats, engines, and other vehicles. d. Businesses, educational programs or similar gatherings which meet on a regular basis and have more than five (5) non-residents in attendance at a time. Section 2. Effective Date. This ordinance shall be effective upon passage and publication. APPROVED by the New Hope City Council this day of Kathi Hemken, Mayor ATTEST: 2016. Page 3 Valerie Leone, City Clerk Page 4 SONDRALL PERSELLIN&WOODS ■ P.A., ATTORNEYS AT LAW 8525 EDINBROOK CROSSING, STE. 201 BROOKLYN PARK, MINNESOTA 55443-1968 TELEPHONE (763) 424-8811 a TELEFAX (763) 493-5193 www jspWaw.corn MEMORANDUM Date: February 25, 2016 To: Jeff Alger From: Stacy Woods Re: Horne Occupation ion — Treatment of Existing Home Businesses The Codes and Standards Committee discussed amending Section 4-3(g) regarding the regulation of home occupations that occurs in the residential zoning districts at the Codes and Standards Committee Meeting on January 29, 2016. The amendment would require registration by the individual operating a business out of his/her residentially zoned property. The question arose regarding how existing home businesses would be handled if found to be in violation of the revised ordinance. In other words, how would existing legal nonconformities at the time of the adoption of the amendment of Section 4-3(g) be treated. The Minnesota Municipal Planning Act, Minn.Stat. §462.357, subd. 1e provides in relevant part as follows: (a) Except as otherwise provided by law, any nonconformity, including the lawful use or occupation of land or premises existing at the time of the adoption of an additional control under this chapter, may be continued, including through repair, replacement, restoration, maintenance, or improvements, but not including expansion, unless: (1) The nonconformity or occupancy is discontinued for a period of more than one year; (b) Any subsequent use or occupancy of the land or premises shall be a conforming use or occupancy. A municipality may, by ordinance, permit an expansion or impose upon nonconformities reasonable regulations to prevent and abate nuisances and to protect the public health, welfare, or safety. If a home occupation was permitted under the existing Section 4-3 (g) either by satisfying the permitted home occupation criteria or by obtaining a conditional use permit, as provided for in section 4-33, then it will be allowed to continue to operate. The existing home occupation would essentially be "grandfathered" as a legal non -conforming use despite the fact that it may not comply with the revised Section 4-3(g). The use as a home business could not be expanded. Also, if the use was discontinued for more than a year, compliance with the revised Section 4- 3(g) would be required to recommence that use. The City could impose reasonable regulations on the use, however, if it was necessary to abate a nuisance or protect the public health, welfare, or safety. P:\AttorneylSASA Client Filesl2 City Of New Hope199-81603 Home OccupationsWemo to Jeff Alger - 2-25-16.doc Home Occupation Regulations for Surrounding Communities D~on General Pravkdana Permffrad Licensed Brooklyn Park Any occupation carried out by the 1. Deliveries are limited to the type that typically service residences. Such traffic and parking needed for deliveries must 1. Repair services are limited to those Pmadbfaarl I. Motor and recreational vehicles and , occupant of a residential dwelling unit comply with §§ 152-140 through 152.146, and all other applicable sections of the City Code. appliances or other goods small enough equipment and email engine repair are that occurs within the prioncipal or 2. The use may be carried oat by the residents of the dwelling and no more than one nonresident employee. to be carried by one person, not permitted except for minor accessory building on the property and 3. No retail sale of merchandise produced oft-a0e is permitted, except those products that are not marketed and sold in does not change the nature of the wholesale or retail outlets. emergency repairs and minor primary use of the property. 4. Parking for clients or customers com ng to the property must comply with §§ 152.140 through 152.146, and all other to nutos6ns nondal applicable sections of the City Code and are limited to five vehicles at any one time. Storage or overnight perking of hucks,oamx bucks, or recreational vehicles and Iles ad commercial vehicles, including taw-bucks, is prohibited unless huffier regulated in this section. equipment Dat are licensed m ns 5. All vocations based in a dwelling nnit must have an administrative permit residents ofa the prated 6. No use may use or create noise, dust, vibrattem, odor, glare, electrical interference, fire hazards, garbage, hazardous ailed they can be completed within a 24- within chemicals that exceed standards published In the City Code, or by the PCA car Department of Health standards; and hour period or are conducted Inside a traffic or parking congestion to a degree that cannot be proportionally accommodated by adjacent street or private garage w accessory struemm and are driveways and garages, or any other public health, safety or general welfare halard or nuisance to any greater or more in compliance with the City Code. frequent extent that that usually experienced in an average dwelling unit or private garage, sewer car water services; 2. Vehicle painting. under normal circumstances wherein no vocation car avocation exists in the zoning district where the vocation or vocation exists, except as superceded by atate or county ordinance, statute, m law. 7. All vocations and avocations muse adhere to any and all appliable city, county, state, and federal regulations, Vocatnonsand avocations which violate or can not operate in compliance with those regulations are prohibited. S. Any hazardous materials handling permits must be reported to the City Manager car bisther designated agent. 9. One non-illurninated sign that Is no larger than 2 square feet in size and located 20 feet back from the property line is permitted. 10. Permit must be posted permanently and conspicuously at the dwelling, 11. Applicant agrees to abide by the City of Brooklyn Park Zoning Code with respect to this use. 12. There will be no evidence of the business other than gardening from the street 13. Permits are not transferable. 14. The use will not adversely affect the character of the neighborhood. 15. There will be no outside storage of material, equipment pares, or supplies related to the ]come Business including XChjCjU con nim Ctysw An occupation, profession, activity or use 1. No home occupation shall be permitted which results in or generates more traffic than two cars at any one given that is clearly customary, incidental and point in time. !. Conducting of a recce! business secondary use of a residential dwelling 2- Only persons residing an the premises shall be employed. (oHner than by mail). and which day not alter the exterior of 3. No hone occupation shall be permitted which is noxious, offensive or harardous by resect, of vehicular traffic, 2. Manufacturing. g. Bre properly or affect the residential generation or emission of noise, vibration, smoke, dost or When particulate matter, odorous matter, beat humidity. 3. Repair shop. character of the neighborhood. glare, refuse, radiation or other objectionable emission. 4. No mechanical, electrical w other equipment shall be used which produces noise, electrical or magnetic tiibm*enee, v'bration, heat glare or other nuisance outside the residential structure. S. The ]come occupation shall be conducted entirely within the residential portion of the principal building. 6. No more than 25% or 400 square fast of the floor area of the dwelling, whichever is less, shall be devoted to the home occupation. 7. Such home occupation shall not require internal or external alterations or involve construction features not customanly found in dvrerdngs, and no alSeation of the principal residential building shall be made which changes the character and appearance thereof as a dwelling, S. The entrance to Hoe space devoted to such occupations shall be from within the dwelling. 9. There shall be no exterior storage or display of equipment goods or materials used in One home occupation. 10. One silty not to exceed 4 square feet in area, may be placed on the premises. the sign may identify the home occupation, resident and address but may contain no other information. The sign may not be illuminated and must be set back a minimum of 10 feet from a property line abutting a public street. if the sign is freestanding, the total height mav net exceed 5 feet, Golden Valley An accessory use of a dwelling, excluding I. The use of the dwelling for the occupation or profession shall be incidental and secondary in the use of the dw iltng an. ther attached garage or oaccessory for residential purposes 1- Repav, service, building. rebuilding bW]din& which is conducted entirely 2- The exterior a nce of the structure PP�a shall not be a]ffired far tine operation W the home occupation. or painting of autos tucks, boats and within the dwelling by are(1) or mare 3. Them shall be no outside storage or, display of anything related to the home occupation. h other vehlcSes. persons, all of whom must aide in the 4. An accessory structure, including a garage, shall not be used for a home occupation. 2. or Restaurants or cafes dwelling unit. (Day care facilities licensed S. A permitted o>rupation, shall not result In noise, fumes, traffic, lights, odor, excessive sewage or water use or garbage 3. Animal hospital. by the State of Mimnesuba serving twelve service, electrical, radio or TV interference in a marmer detrimental to the health, safety, enjoyment and general welfare 4. Veterinarian Clinic (12) or fewer persons in accordance with of the surrounding residential neighborhood. S. neral o S. Funeral Home. mortuary on M&vresota Statutes Annotated 245.812, 6. No physical pond uts shall be displayed or sold on the premises except such that she incidental to the permitted u 3, are not oaosidered a home home occupation. 6. Madinat Dental clinic or similar. occupation.) 7. No signs orsymbols shell be displayed other then those permitted for residential purposes,7. Smble or ]came]. & Clients, deliveries and other business activity here persons come m the home shall be limited to between the hours 8. Repair and service W items that is e of 9 am and 9 pm. cannot be carried one J person 9. No more than twenty percent (20%) of the gross floor area of the dwelling shall be used for the home occupatiom. and repair and service of any atan 10. Parking min Led to the hone occupation shall be provided only on the driveway of the property whem tine hone involving an internal combustion occupationengine operates. or motor. 11. A homeoccupation shall nut generate moa than eight (g) client trips per day and serve no mom than two (2j clients 9. Retail sales, cssioneera at a time. atim. 10. Sale or repair of fimamne. 12 There shall only be one (1) outside employee allowed on the premises at which a home occupation is located. 113, AD other aroWiIQ&k CBv State and Federal rtozaW. codes and regulations Home Occupation Regulations for Surrounding Communities w- nMon General Provisions Pertained Lrceised Profiibrted Plymouth Any occupation or profession engaged in 1. No home occupation shall produce light glare, noise, odor or vibration that will in arry way have an objectionable 1. No person other than those who 1. No person other than those who reside on the premises 1. Auto repair, whether for by the occupant of a residential dwelling effect upon adjacent properties. reside an the premises shall be shall engage in business activities on the premises The consideration w not of vehicles which unit which is clearly iodda W and 2. No equipment shall be used in the home occupation which will create electrical interference to adjacent properties, employed by the home occupation. business may employ others provided no more than two (2) are not registered In a resident of the secondary, to the residential use of the 3. Any home occupation shall be clearly incidental and secondary to the residential use of the premises, shall not 2. Not more than one (1) client or employee vehicles are regularly perked outsider and provided dwelling. or to a son or daughter, premises and does not change the change the residential character thereof and shall result in no ineornpab-blify or disturbance to the adjacent residential customer per day shall come to the all work activities by employees am performed off the sibling, parent grandparent, or character of said premises. uses. I premises in question for purposes premises. grandchild of a resident on the 4. No home occupation shall require Internal or external alterations or involve construction Features not co t rn-ily pertaining to the conduct of the home 2. Examples of licensed home occupations include. massage property. found in dwellings except where required to comply with local and state fire and ponce recommendations, occupation. therapy, barber and beauty services, photography studio. 2- Businesses, educational programs or 5. The home occupation shall meet all applicable fire and building codes 3. D"tueet parking facilities shall not lessons, saw sharpening, small appliance repair and the like. similar gatherings which meet on a 6. There shall be no exterior display or exterior signs or interior display or interior signs which are visible from outside be utilized to aceommodale parking 3. The home occupation may involve any of the following: regular basis and have mime than five the dwelling. demand. stock -in -trade incidental to the performance of the service but (5) non-residents in attendance at a 7. All home occupations shall comply with the provisions of the Qty Nuisance Ordinance. not sold on the premises, repair service or manufacturing time. B. No home occupation shall be conducted between the hours of 10-D0 PM and 7zU0 AM. which requires equipment other than customarily found In a 3. Gun or ammunition salea/rapsir. 9. Excepting incidental materials, no commodities shall be sold on the premises. home. 10. Not over twenty-five (25) percent of the gross floor area of the home (excludes attached or detached accessory 4.5u7enced home occupations may be allowed to 4. Music instruction or recording studios, unless conducted within a structures) shall be used for a hone occupation. accommodate their parking demand through utilization of on- single-family detached dwelling. 11. Parking of mrnenereial vehicles/trailers shall comply with Section 21105.11, Subd.2 of this Chapter. street parking. In such cases whew ast-strum parking facilities 5. fit rare facilities, except for pet 12. There shall be no exterior storage of equipment materials, in trailers used in the home omrpatfor, except for the are necessary, however, the Zoning Administrator shall groom ng one (1) fully enclosed trailer that may be allowed pursuant to Section 21105.11 of this Chapter. maintain the right to establish the maximum number of on - 13. AB home occupations shall be conducted entirely within the principal dwelling, except that up to fifty f50) percent street spaces permitted and increase or decrease that of the notal floor area of accessory structures (e.g., attached garage, detached garage, shed) om a site may be used for maximum number when and where changing conditions storage of equipment trailers, or materials related to the home nrxapetion, provided that no assembly, display, require additional review. manufa hiring, repair, or other business operations are conducted within an accessory structure. Furthermore, in no B. There shall not be more than ten (10) client appointments cele shall the total floor area of accessory structures devoted to related storage of materials, trailers, or equipment per day upon the premises. Robbirtaale Any gainful occupation engaged in by 1. No otter than persona residing on the premises shall be employed that Is not customarily found to tits home. Permiaeble, but are notlimited m: ktr -- the accvpents of a dwelling at or from the 2. Shall nut require internal or external alterations or involve mnvbuclim features not customarily, found in dwellings. 1. Art atudia 1. Conducting of retail business other dwelling when carried on within the 3. The entrance to the space devoted to such occupations shall be within the dwelling. 2. Dressmaking. than by mail. dwelling unit and not in an accessory 4. There shall be no exterior display, no exterior signs except as allowed in the sign regulations for the zoning district in 3. Special offices of a clergyman, 2. Manufacturing business. building or garage attached toprincipal which such home occupation is located. lawyer, physician, dentist architect 3. Repair shop of any kind. structure 5. There shall be no exterior storage of equipment of materials used in the home occupation. engineer, or accountant when located 4. No stack in trade shall be kept or in a dwelling unit occupied by the same. sold. 4. Teaching, with musical, dancing, and other instruction (invited to one pupil at - a time. PLANNING CASE REPORT City of New Hope Meeting Date: June 7, 2016 Report Date: June 3, 2016 Planning Case: 16-08 Petitioner. City of New Hope Planning Request: Arterial & Collector Street Access Requirements I. Request The Codes and Standards Committee (Committee) discussed possible changes to conditional uses that require sites to have direct access to arterial or collector streets at its February 3, 2016, meeting. The city's streets and highways are classified by using functional classification criteria contained in the Metropolitan Council Transportation Development Guide and the existing classification system within the city. The attached Functional Classification map depicts the following types of streets: Principal Arterials • Principal arterials are major transportation arteries that function to connect large population centers to cities in other parts of the state. They are designed for high speed movements and high volumes, including commercial traffic, and are intended to serve longer trips. • Examples: None in New Hope, however, Highway 169 is a principal arterial as identified in the Regional Highway Functional Classification, and is located on the west boundary of the city. Minor Arterials • Minor arterials also place more emphasis on mobility than on providing local access. Minor arterials typically connect cities and other major activity centers to each other and to the principal arterials. They may also provide relief for congestion on parallel principal arterials. a Examples: Bass Lake Road, 42nd Avenue, Medicine Lake Road, and Winnetka Avenue North. Collector Streets O Collector streets place emphasis on both mobility and land access. The collector street system for New Hope has been further classified as community and neighborhood collectors. The community collectors provide a travel route of some length, and they provide accessibility and connection to neighboring cities and/or direct accessibility to an arterial of regional and sub - regional importance. • Examples: Boone Avenue, 36th Avenue North, 49th Avenue North (from Boone Avenue to Highway 169), West Broadway, and Winnetka Avenue (north of Bass Lake Road). Local Streets • The primary function of local streets is to provide property access. Planning Case Report 16-08 Page 1 6/7/16 Many of the conditional uses that require access to either an arterial street or a collector street allow sites to be served by either type of street. A select few require access to an arterial street. The Committee reviewed all of the conditional uses and recommended the following changes (in red): Type of Use CUP Zoning District Type of Street Access Required Adult day care R5 Arterial or collector Cemetery R1, R2 Arterial Commercial recreation facilities I Arterial or collector Day care facilities R1, R2, R3, R4 Arterial or collector Health and social services I Arterial or collector Long term care facility R4, R5, R -O, R -B Arterial or collector Medical; professional and commercial offices R -O Arterial or collector Motor vehicle sales, service, leasing/ rental and re air CB Arterial Office, business, retail business, and service businesses (4,000+ square feet) R -B Arterial or collector Off-site parking facilities for adjacent commercial or multiple dwellings R -O Arterial or collector PUD, Commercial CC Minor arterial Recreational business facilities (10,000+ square feet) CB Minor arterial Restaurant R -B Arterial or collector Solid and hazardous waste transfer stations I Arterial "preferred" Trucking operation I The Committee was in favor amending the city code to allow collector street access for the health and social services conditional use in the Industrial district. The Committee felt that both types of streets would be appropriate for this type of use. The Committee also determined that it was unnecessary to impose street access requirements for trucking operations in the Industrial district and recommended eliminating the existing arterial street requirement. II. Recommendation The Committee was in favor of adopting a text amendment to allow collector street access for the health and social services conditional use in the Industrial district and eliminating the arterial street access requirement for the trucking operation use in the Industrial district. Staff recommends approval of the proposed text amendment. Attachments • Ordinance 16-07 • 2030 Comprehensive Plan Update - Inventory and Development Framework • Functional Classification System map Planning Case Report 16-08 Page 2 617116 ORDINANCE NO. 16-07 AN ORDINANCE AMENDING SECTION 4-20 OF THE NEW HOPE CITY CODE RELATED TO STREET ACCESS REQUIREMENTS FOR HEALTH AND SOCIAL SERVICES AND TRUCKING OPERATION CONDITIONAL USES IN INDUSTRIAL DISTRICT THE CITY COUNCIL OF THE CITY OF NEW HOPE ORDAINS: Section 1. Section 4-20(e)(10), Conditional uses, is hereby amended to repeal the strikeouts as follows: (10) Trucking operation. Truck terminals and major truck repair pr-&Vlada tiae site is provided that: Section 2. Section 4-20(e)(11), Conditional uses, is hereby amended to add the following underlined text: (11) Health and social services. Private, nonprofit social service organizations providing broad based family and individual activities of a health, athletic and social nature, provided the site is adjacent to an arterial or collector street. Section 3. Effective Date. This ordinance shall be effective upon passage and publication. APPROVED by the New Hope City Council this day of Kathi Hemken, Mayor ATTEST: Valerie Leone, City Clerk 2016. Transportation SUMMARY New Hope's street system consists of minor arterials, community collector, neighborhood collector and a series of local streets. There are no principal arterials located within the City, however, State Trunk Highway (TH) 169 is a principal arterial as identified in the Regional Highway Functional Classification, and is located on the west boundary of the City. Traffic volume on New Hope streets shows a decline in 2005 over the 2001 traffic volumes. However, the 2030 projections show a substantial increase in traffic volume along Bass Lake Road, Rockford Road and Medicine Lake Road. There are eight transit routes that operate within the City of New Hope. These bus routes provide service to downtown Minneapolis and surrounding communities. Metro Mobility is offered throughout the Twin Cities and within the Metropolitan Urban Service Area. The Five Cities Senior Transportation Project serves persons 60 years and older residing in Brooklyn Center, Crystal, Golden Valley, New Hope and Robbinsdale. The Canadian Pacific rail system is a heavily used rail line passing through the City of New Hope in the east/west direction. Approximately 12 to 15 trains pass along this line in a single day. The Crystal Airport, classified as a regional minor airport type, is located in close proximity to the City of New Hope. pubCity of Now Hope Comprehensive Plan U date 79 Inventory Transportation ROAD AND HIGHWAY NETWORK In 1995, the City of New Hope initiated work on a Comprehensive Transportation Plan that established the development guide for transportation planning. While the City of New Hope contains a number of transportation nodes, the primary emphasis of this section will focus upon the City's street and highway system. The significance of these existing networks in terms of economic, social, and recreational consideration makes them a central concern for comprehensive planning. JURISDICTION The streets and highways within the City of New Hope are classified as state, county or local roadways, as shown on the following map. FUNCTIONAL CLASSIFICATION The functional classification system for the City's streets and highways is developed using functional classification criteria contained in the Metropolitan Council Transportation Development Guide and the existing classification system within the City of New Hope. The City of New Hope has minor arterial roadways, community collectors, neighborhood collectors and a series of local streets. Principal Arterials Principal arterials are major transportation arteries. They function to connect large population centers to cities in other parts of the State. These roadways are designed for high speed movements and for high volumes, including commercial traffic and are intended to serve longer trips. There are no principal arterials located within the City of New Hope. However, State Trunk Highway (TH) 169 is a principal arterial as identified in the Regional Highway Functional Classification, and is located on the west boundary of the City. TH 169, with its interchanges with east -west streets that penetrate New Hope, has great impact on traffic within the City. Minor Arterials Minor arterials also place more emphasis on mobility than on providing local access. Minor arterials typically connect cities and other major activity centers to each other and to the principal arterials. They may also provide relief for congestion on parallel principal arterials. The highest order of streets that exist in New Hope are those of the minor arterial classification. The minor arterials in the City of New Hope include County Road 10 (Bass j City New Hope Comprehensive Plan Update J� 80 Inventory Transpoillation Lake Road); CSAH 9 (Rockford Road/42nd Avenue); County Road 70 (Medicine Lake Road): County Road 156 (Winnetka Avenue North); and CSAH 8 (West Broadway). Collector Streets Collector streets place emphasis on both mobility and land access. The collector street system for the City of New Hope has been further classified as community and neighborhood collectors. The community collectors provide a travel route of some length, and they provide accessibility and connection to neighboring cities and/or direct accessibility to an arterial of regional and sub -regional importance. The community collectors consist of Boone Avenue, 36th Avenue North, 49th Avenue North (from Boone Avenue to TH 169), and Winnetka Avenue (north of Bass Lake Road). Neighborhood collector classifications can be considered to more aptly serve neighborhood (residential and industrial) trip function. There are a number of neighborhood collectors as identified on the Functional Classification Map. Local Streets The primary function of the local streets is to provide property access. The local street system has developed in a piecemeal manner, reflective of private subdivision design and environmental constraints. The result of this development pattern is isolated neighborhoods and a heavy reliance on cul-de-sac streets which have increased traffic use of collector streets and complicate the delivery of public services (i.e., snow plowing, emergency services, etc.). Since the City of New Hope is already developed, the traffic increase will not be evident on neighborhood collectors unless major traffic control changes or area redevelopment occurs allowing a higher traffic generating land use. { Cit of New Hoe Comprehensive Plan U date j�y�l 81 Inventory Ton n. n4 Oat INTRODUCTION In 1995, the City of New Hope adopted its Transportation Plan. This document outlines transportation goals and policies for the City-wide transportation system. The 1995 Transportation Plan element included: 1. Updated roadway plan with functional classifications developed per Metropolitan Council guidelines. 2. Development of a trail and bikeway plan. 3. Review and refinement of the transit routing within the City. 4. Support of regional Travel Demand Management (TDM) and Transportation System Management (TSM) techniques. As a fully developed community, New Hope's transportation systems remain unchanged. As such, the 1995 Transportation Plan continues to serve as the framework for transportation planning. However, the following current transportation issues were identified in conjunction with the Proposed Land Use Plan. STREETS The following Functional Classification System, Roadway Network Jurisdiction, Traffic Volumes, and Traffic Volume Projections Maps illustrate the functional hierarchy, roadway jurisdiction, and existing and proposed average daily traffic (ADT) and transportation improvement areas of the streets in New Hope. Principal Arterials Principal arterials are major transportation arteries. They function to connect large population centers to cities in other parts of the State. These roadways are designed for high speed movements and for high volumes, including commercial traffic and are intended to serve longer trips. U.S. Highway 169 forms New Hope's western corporate boundary. Highway 169 is classified as a principal arterial. In 2005, traffic volumes on this highway ranged from 84,000 ADT to 88,000 ADT. With continued regional growth, the traffic volumes are forecasted to reach between 115,000 ADT and 118,000 ADT by 2020. This represents an increase of 31 percent to 37 percent over the next 12 years. Highway 169 is not identified for improvements with the Metropolitan Highways or Regional Highway Investment Priorities for 2030. There are no expansion plans for this metropolitan highway. c4R, City of New Hope Comprehensive Plan Update Development Framework 225 a iransporfa t T,MSF e The growing traffic volumes on Highway 169 raise concern with regard to noise impacts on residential neighborhoods adjoining Highway 169. With any future improvements, expansion, or upgrades of Highway 169, the City will solicit Mn/DOT to include noise mitigation elements for the highway design to reduce negative impacts on New Hope neighborhoods. Minor Arterials Minor arterials also place more emphasis on mobility than on providing local access. Minor arterials typically connect cities and other major activity centers to each other and to the principal arterials. They may also provide relief for congestion on parallel principal arterials. The highest order of streets that exist in New Hope are those of the minor arterial. Within New Hope, the following streets are classified as minor arterials: Bass Lake Road - County Road 10 Rockford Road - County Road 9 Medicine Lake Road - County Road 70 Winnetka Avenue - County Road 156 The minor arterial provides for both regional and traffic movement. The following Traffic Volume Projections Map illustrates projected increases in traffic volumes through the year 2030. In review of the minor arterial system, the following improvements are anticipated: New Hope's minor arterial street system serves as the City's gateway, connecting the City's various commercial areas. As a means of enhancing the community's identity and providing an aesthetic connection to its commercial areas, the City will be designing and implementing streetscape improvements along the minor arterial streets in the City's commercial land use areas. 2. Improvements are needed on Medicine Lake Road to provide left turn lanes onto Winnetka Avenue. Collector Streets Collector streets place emphasis on both mobility and land access. The collector street system for the City of New Hope has been further classified as community and neighborhood collectors. The community collectors provide accessibility and connection to neighboring cities and/or direct accessibility to an arterial of regional and sub -regional importance. The community collectors consist of Boone Avenue, 36th Avenue North, 49Th Avenue North from Boone Avenue to Highway 169, and West Broadway, County Road 8. City of New Hoe Comprehensive Plan Update Development Framework 231 Transportation Neighborhood collector classifications can be considered to more aptly serve neighborhood (residential and industrial) trip function. There are a number of neighborhood collectors as identified on the Functional Classification System Map. The following collector street improvements have been identified for future consideration: The City will seek the cooperation of Hennepin County, Brooklyn Park, and Crystal in the design and upgrade of West Broadway from its current rural design to an urban collector street. A uniform streetscape is desired along the entire length of West Broadway, extending through the three cities. 2. Improvement of the Boone Avenue and 49th Avenue intersection is needed to accommodate proper turning radius for large semi -trucks with trailers. 3. Improvement to Quebec Avenuel42Id Avenue intersection to provide separate right and left turn lanes on Quebec Avenue accessing 42nd Avenue. Local Streets The primary function of local streets is to provide direct property access. New Hope's local street system is reflective of the City's environmental constraints and residential subdivision design. The residential neighborhoods have been designed to have local streets channel neighborhood traffic to the higher functional classification streets and to discourage the intrusion of through traffic into the neighborhoods. New Hope has proactive programs for street repair and improvements on three year cycles. The City coordinates the inspection of one-third of the City's collector and local streets for repair, replacement or overlay. The program insures quality street conditions throughout the community. The City may investigate low impact design options with new local street planning to assist in the City's stormwater management efforts. V%3�2 City of New Hoe Comprehensive Plan Update Development Framework 232 CITY OF NEW HOPE 4401 XYLON AVENUE NORTH NEW HOPE, MINNESOTA 55428 PLANNING COMMISSION MINUTES May 3, 2016 City Hall, 7:00 p.m. CALL TO ORDER The New Hope Planning Commission met in regular session pursuant to due call and notice thereof; Chair Schmidt called the meeting to order at 7:00 p.m. ROLL CALL Present: Steve Svendsen, Bill Smith, Christopher Hanson, Jim Brinkman, Tom Schmidt, Roger Landy, Greg Gehring, Scott Clark Absent: Christopher McKenzie Also Present: Jeff Sargent, Director of Community Development; Aaron Chirpich, Community Development Specialist; Stacy Woods, Assistant City Attorney; Kaeley Cazin, Recording Secretary NEW BUSINESS None PUBLIC HEARING Chair Schmidt introduced Item 4.1, requests for lot consolidation, Planning Case 16-06 vacation of easement and conditional use permit for the expansion of an Item 4.1 existing church at 8624 - 50th Avenue North, Northwest Church of Christ, petitioner. Mr. Aaron Chirpich, Community Development Specialist, gave background on the planning case. The Northwest Church of Christ is an existing church in the community that desires to expand their current facility. The expansion would provide a completely new assembly hall, and existing space would be repurposed to provide new office space, meeting rooms and classrooms. The church purchased the residential property to the north and removed a single family home in preparation of the proposed expansion. Chirpich went on to explain that the request for vacation of easement is to facilitate the minor lot consolidation, and the lot combination request is to combine two parcels (current parcel and parcel to the north) into one lot. Next, Chirpich reviewed the zoning analysis. He reviewed building setbacks, parking, traffic circulation and access, landscaping and screening, building design and exterior materials, lighting, storm water, and fire code, finding that they all comply with City Code. However, Chirpich commented that the lighting plan must be updated, as a few of the areas didn t meet the required light levels. He also indicated that the 4" water main serving the building may be required to be replaced with a 6" main. Chirpich added the Comprehensive Plan supports the requested conditional use within the district and promotes reinvestment in New Hope's residential neighborhoods. Chirpich also noted the CLIP for religious buildings requires the doubling of the required base district side yard setbacks, not to exceed 30 feet. The setbacks on the site plan are within or exceed the minimum requirements. Chirpich concluded that staff recommended approval of the lot consolidation, vacation of easement and conditional use permit with outlined conditions. When Chair Schmidt questioned whether any of the Commissioners had any questions for staff or the applicant, Commissioner Svendsen inquired about the new trees being planted over the storm sewer drain, and the type of irrigation system that will be used. He cited an email received by a neighbor concerned the church won't be able to properly maintain the vegetation with a spigot and hose irrigation system. Chirpich and Director Sargent indicated the irrigation system meets code standard, but could be added as a condition by the Planning Commission, Svendsen also questioned the details of the screening around the mechanical equipment pad (on grade level). The project architect, Ross McIntyre, JLG Architects, 801 - Washington Ave N #120, Minneapolis, MN 55401, explained that the plan represents where the mechanical equipment will go, but it is currently unknown what equipment will be housed there. When those details are received, the material and height will be determined. Chair Schmidt inquired if anyone in the audience would like to address the Planning Commission. Jeremy Osterhout, 8609 50th Avenue North, New Hope, MN addressed the Planning Commission. He stated that he was one of the neighboring property owners who had concerns regarding the lighting and traffic circulation. Osterhout informed the Commission that the church's current lighting shines directly towards 50th Avenue North. He also noted the heavy traffic on 50th Avenue North, and suggested the church change the flow of traffic away from 50th Avenue North (towards Boone Avenue North). Commissioner Svendsen reminded Osterhout the lighting will be replaced, and the new lights will have a 90° cut-off lighting correction. Commissioners Landy and Svendsen added if the lighting isn't corrected, it should be reported because it is a condition of approval. Being that there was no one else in the audience, Chair Schmidt asked for a motion to close the Public Hearing. Motion by Commissioner Landy, seconded by Commissioner Svendsen, to close the public hearing. All present voted in favor. Motion carried. 2 Planning Commission Meeting May 3, 2016 Commissioner Clark asked Chair Schmidt what the City's past practice has been for screening material, and if the proposed hedgerow would provide immediate relief. Director Sargent confirmed code requirements, and noted the applicant has the choice. Commissioner Landy also encouraged the applicant to reach out to neighbors and discuss any possible issues. Motion Motion by Commissioner Svendsen, seconded by Commissioner Landy, Item 4.1 to approve Planning Case 16-06, requests for lot consolidation, vacation of easement and conditional use permit for the expansion of an existing church at 8624 - 50th Avenue North, Northwest Church of Christ, petitioner, with the following conditions: 1. The applicant shall enter into a site improvement agreement with the city to ensure the completion of all required improvements (to be prepared by the City Attorney). 2. The applicant shall provide financial guarantee and performance bond for landscaping and site, improvements (amount to be determined by city engineer and building official). 3. The applicant shall enter into a storm water maintenance agreement with the City (to be prepared by the City Attorney). 4. The site utility plan shall be subject to review and final approval by the City Engineer, Fire Marshal, and Public Works. 5. The storm water management and drainage plans shall be reviewed and be subject to final approval by the City Engineer and Public Works. 6. The applicant will provide record plans or as -built drawings to the City following project completion. 7. The five trees that conflict with the proposed parking lot and curb improvements shall be removed. 8. The no parking signs as described in the engineer's report dated 4129116 shall be added at the intersection of Boone Avenue and 50th Avenue. 9. The applicant shall make changes to the lighting plan in order to bring the plan into compliance with city code. 10. An easement must be established and recorded to cover all storm water improvements on the southeast corner of the site. 11. The private sanitary sewer service for the home that was removed needs to be fully disconnected from the city's sewer system. 3 Planning Commission Meeting May 3, 2016 12. a. Ensure landscaping hedge on east property line provides proper screening. b. Ensure landscaping doesn't interfere with proposed storm water line on north end of property. Voting in favor: Svendsen, Smith, Hanson, Brinkman, Schmidt, Landy, Gehring, Clark Voting against: None Absent: McKenzie Motion approved 8-0 COMMITTEE REPORTS Chair Schmidt stated the next Design & Review Committee meeting is Design and Review scheduled for Thursday, May 19, 2016. There may be one case to review, Committee but it's uncertain at this time. Commissioner Landy also confirmed that Item 5.1 he is taking Commissioner McKenzie's seat on the committee, as Commissioner McKenzie is unable to attend meetings on Thursdays (due to work commitments). Codes and Standards Chair Schmidt stated the next Codes & Standards Committee has not yet Committee been scheduled. Item 5.2. NEW BUSINESS None Item 6.1 OLD BUSINESS Motion by Commissioner Landy seconded by Commissioner Brinkman, Approval of Minutes to approve the Planning Commission minutes of April 5, 2016. All Item 7.1 present voted in favor. Motion carried. ANNOUNCEMENTS Director Sargent introduced the new Administrative Specialist in the Community Development Department, Kaeley Cazin. Commissioner Brinkman asked if there were any updates on the proposed Dunkin Donuts lot at 7820 - 42nd Avenue or the Jimmy John's restaurant at 3535 Winnetka Avenue. Director Sargent explained that Dunkin Donuts is in the process of further refining their plans before they submit for a building permit and indicated that staff has not heard anything new regarding the proposed Jimmy John's Restaurant. Commissioner Svendsen noted the gas pumps at 3535 - Winnetka Avenue (proposed site for Jimmy John's restaurant, currently operating as Winnetka Fuel) do not have the proper licensing. ADJOURNMENT The Planning Commission meeting was unanimously adjourned at 7:50 p.m. Respectfully submitted, Kaeley Cazin, Recording Secretary 4 Planning Commission Meeting May 3, 2016