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HomeMy WebLinkAbout2018 07-12 PCP PLANNING COMMISSION AGENDA CITY OF BROOKLYN CENTER July 12, 2018 Regular Session 1. Call to Order: 7:00 PM 2. Roll Call 3. Approval of Regular Meeting Agenda Motion to Approve Planning Commission Regular Session Meeting Agenda for July 12, 2018 4. Approval of Minutes – Incomplete Request to hold approval of June 28, 2018, Regular and Work Session Minutes until next Planning Commission Meeting 5. Chairperson's Explanation The Planning Commission is an advisory body. One of the Commission's functions is to hold public hearings. In the matters concerned in these hearings, the Commission makes recommendations to the City Council. The City Council makes all final decisions in these matters. 6. Planning Items a. Planning Commission Application No. 2018-012 Applicant: Von Petersen of TSP, Inc. (on behalf of Brooklyn Center Schools) Project Address: 6500 Humboldt Avenue North Summary: The Applicant is requesting site and building plan approval for a small building expansion and minor site improvements to the Brooklyn Center STEAM Middle School and High School. These requests are part of a larger plan to renovate a substantial portion of the existing 195,797-square foot building’s interior. This request is also associated with requests by Brooklyn Center Schools to approve school operating and construction funding requests as part of a referendum vote that passed on November 7, 2017. b. Planning Commission Application No. 2018-013 (Public Hearing) Applicant: Casey’s Retail Company Project Address: 2101 Freeway Boulevard Summary: The Applicant is requesting approval of site and building plans and issuance of a Special Use Permit that would allow for the development of an approximately 4,600-square foot Casey’s gas station and convenience store and other associated improvements on an approximately 2.12 acre site. PLANNING COMMISSION AGENDA CITY OF BROOKLYN CENTER July 12, 2018 Regular Session 7.Discussion Items a.Joint City Council-Planning Commission Meeting Follow-up (July 9, 2018) b.City Council Meeting Planning Commission Item Update (July 9, 2018) 8.Other Business None. 9.Adjournment ________________ App. No. 2018-012 PC 07/12/2018 Page 1 Planning Commission Report Meeting Date: July 12, 2018 Application No. 2018-012 Applicant: Von Petersen of TSP, Inc. (on behalf of Brooklyn Center Schools) Location: 6500 Humboldt Avenue North Request: Site and Building Plan Approval INTRODUCTION Von Petersen of TSP, Inc. (“the Applicant”), on behalf of Brooklyn Center Schools, is requesting the review and consideration of a building and site plan submittal that would result in a small expansion to the existing 195,797-square foot building and site improvements to the Subject Property located at 6500 Humboldt Avenue North. As part of the request, a 2,250-square foot addition and entrance, and an 845- square foot 2nd floor mechanical mezzanine addition would be constructed. Additional site work, including new landscaping along the parking lot and drop off areas, and select asphalt and sidewalk improvements, have also been requested. This application is associated with requests by the Brooklyn Center School District to increase the District’s operating levy and construction funding for Earle Brown Elementary School and Brooklyn Center Middle and High School. These requests were approved through a referendum that was passed on November 7, 2017. COMPREHENSIVE PLAN AND ZONING STANDARDS Land Use Plan: S-Schools Neighborhood: Firehouse Current Zoning: R1 (One Family Residence) District Surrounding Zoning: North: R5 (Multiple Family Residence) District East: R1 (One Family Residence) District South: R1 (One Family Residence) District West: R1 (One Family Residence) District | R5 (Multiple Family Residence) District | C2 (Commerce) District Site Area: Approximately 35.5 Acres BACKGROUND The Subject Property, located at 6500 Humboldt Avenue North, was constructed in 1961, with subsequent additions to the building and the construction of outbuildings (e.g., bus garage, gym building) approved over the years. •Application Filed: 06/12/2018 •Review Period (60-day) Deadline: 08/11/2018 •Extension Declared: N/A •Extended Review Period Deadline: N/A ________________ App. No. 2018-012 PC 07/12/2018 Page 2 Pursuant to City Zoning Code Section 35-310, Subpart 2, “Public and private elementary and secondary schools offering a regular course of study accredited by the Minnesota Department of Education” are allowed by special use permit in the R1 (One Family Residence) District. A review of City records and previous approvals indicated that a special use permit was issued to operate the school; however, staff is unable to locate the originally approved Planning Commission application for the school. This is as City records for projects dating back to the early 1960s and before are often incomplete or missing. The earliest application on file for the Subject Property is from 1976 for the installation of a masonry athletic storage structure under the main bleachers of the high school athletic field. The most recent approval was for the detached recreation and gymnasium building located to the east of the school, which received approval in 2011. As part of this application, staff noted that, “any other future expansion or alterations deemed by City Planning Staff to be minor in nature or considered accessory or ancillary to the general, typical and overall operations of the Brooklyn Center Junior/Senior High School campus, shall not be subject to any future special use amendment, but may be subject to additional site and building plan application and consideration.” BUILDING AND SITE PLAN APPROVAL The majority of the improvements to take place at the Brooklyn Center Secondary School (“the Subject Property”) are anticipated to occur within the interior of the existing 195,797-square foot building. These renovations will require the Applicant to submit full construction plans to the City for review and issuance of a Building Permit. The interior renovations include the relocation of the middle school students to classrooms located primarily in the west wing of the existing building, and the relocation of the high school students to the north wing. As proposed, support and shared use functions would be located between the west and north wings for convenience and overall accessibility. Many of the anticipated improvements are to address security measures that would allow for a higher level of pedestrian control within the hallways, and for after-hours zoning to restrict access to certain areas or wings of the building. Brooklyn Center Secondary School also intends to address existing room adjacencies and sizing as part of Map 1. Existing Subject Property (6500 Humboldt Avenue North). ________________ App. No. 2018-012 PC 07/12/2018 Page 3 the reconfiguration. Outdated rooms will be brought up to current standards and requirements, and new finishes will be installed in outdated and worn areas of the school. Significant changes are proposed for the restrooms and physical education locker rooms to address ADA clearances and plumbing fixture counts. Group shower areas in the locker rooms will be replaced with single user stalls and private dressing areas in addition to staff and gender neutral restrooms located in each academic wing and locker room areas. The addressing of extensive deferred maintenance is also identified as a main objective in the upgrades to the Brooklyn Center Secondary School. Although these improvements have been included as part of the submitted Planning Commission Application, the focus of review for building and site plan approval relates to the proposed exterior alterations, including the 2,250-square foot new front entry addition, 845-square foot mechanical mezzanine addition, and site improvements. Building – New Front Entry Addition As the Applicant has indicated within their submittal, “One of the project objectives is to create a more evident and clearly defined public south main entry, with increased visibility and security. The identification aspect is addressed by the massing and height of the entry vestibule consisting of an entry canopy, signage, and raised roof form. The security aspect is addressed by utilizing a security vestibule arrangement. Once a building visitor enters through the outer vestibule doors, they would interact with school staff to gain further entry into the building, or have proper credentials that allow them through the security control point.” Image 1. New Front Entry Addition. As noted in Image 1 above, the proposed 2,250-square foot front entry addition would substantially line up with the existing front building footprint along Freeway Boulevard/65th Avenue North and would be located over 150 feet from the front property line. The new addition and entry would feature a vestibule with access to a reception/ waiting area, attendance office, and contain administrative offices. ________________ App. No. 2018-012 PC 07/12/2018 Page 4 Image 2. Interior Layout of New Front Entry Addition. Image 3. Existing Front Entry. Image 4. Proposed Front Entry. The Applicant has expressed their intent to blend the new entry addition into the existing building through the continued use of brick. New brick and salvaged existing brick would be incorporated as part of the construction. Windows along the new entry would feature aluminum casings with vision glass and ________________ App. No. 2018-012 PC 07/12/2018 Page 5 cast stone headings. A raised roof over the new building entry would be installed with an aluminum constructed clerestory, which would tie into the prefinished metal parapet running along the top of the new addition. Building- 2nd Floor Mechanical Mezzanine Addition As part of the submittal, the Applicant is also requesting approval of a second floor mechanical mezzanine addition, as outlined in Image 5 below. Any protrusions from the roof of the building should utilize materials complementary to the existing building materials and any other mechanical additions. The Building Official will require a construction set with detailing for the mechanical addition, including an interior layout, building elevations, etc. Additional permits may be required as part of the requested addition. Image 5. Interior Layout of 2nd Floor Mechanical Mezzanine Addition. Access and Parking The Subject Property is currently served by two accesses off Freeway Boulevard/65th Avenue North and Dupont Avenue North. As was indicated in a Planning Commission Report for construction of a 9,000- square foot bus garage and addition to the high school in 2003, a determination was made in 1991 that the required parking for the school should be 350 parking spaces based on a one parking space for every three seat ratio for the largest capacity facility at the school. The 350 spaces identified at that time were based off the bleacher seating capacity for the gymnasium, which had a seating capacity of 1,050. There are no plans to alter the existing parking or drop off areas as part of the site and building plan review request, other than the proposed installation of a pedestrian curb ramp, crosswalk, and select sidewalk and asphalt work along the front of the building. It should be noted that there are no plans to expand the need for parking at this facility with the front entry addition and mechanical mezzanine addition on the 2nd floor. ________________ App. No. 2018-012 PC 07/12/2018 Page 6 Lighting The building elevations provided note the installation of four new wall lighting sconces along the front of the new entry addition. The proposed sconces would be LED and downcast. A photometric plan was submitted with the application; however, the plans do not reflect the property line running along Freeway Boulevard/65th Avenue North. An updated photometric plan noting the property line will be required as part of any Building Permit submittal. Any new lighting would need to meet the requirements of Section 35-712 (Lighting) of the City Zoning Code by not exceeding three (3) foot candles measured at property lines abutting residentially zoned property, or 10 foot candles when abutting street right-of-way or non-residentially zoned properties. As is specified, no glare shall emanate from or be visible beyond the boundaries of the illuminated premises. Landscaping The project submittal includes a partial landscape plan for the front parking lot and drop off area along Freeway Boulevard/65th Avenue North. Although City Code does not have any specific requirements on landscaping types and species, the City has operated under and held new and redeveloped areas to complying with the City’s adopted Landscape Point System Policy, which assigns points to a given site based on the acreage of a development. As “schools” are not specifically outlined as a use under the Landscape Point System Policy, staff reviewed the submitted plans to determine whether adequate screening would be provided for the parking areas. Per Section 35-711 (Parking Lot Screening), “such off-street parking and loading areas within any yards which abut along a street which is residentially zoned on the side opposite shall be screened from street view by a screening device as approved by the City Council.” As proposed, the Applicant intends to install 30 dwarf Norway spruce trees, with a mature height of four (4)feet in height, along with three Japanese lilac trees, with a mature height of 25 feet. The spruce trees would be planted in sets of 10 with a Japanese lilac tree paired with each set. The submitted landscape plan does indicate the presence of existing trees as well. Please refer to Image 6 below. Image 6. Partial Landscape Plan for Subject Property. ________________ App. No. 2018-012 PC 07/12/2018 Page 7 As part of any approval, the Applicant will need to install an irrigation system and provide shop drawings of the proposed irrigation system for City review. The landscape plan dated June 12, 2018, notes that “tree planting and shrub areas shall be irrigated with an underground irrigation system.” ASSISTANT CITY ENGINEER REVIEW Assistant City Engineer Andrew Hogg conducted a review of the application submittal and documents. Comments regarding this application can be found in the memorandum to City staff and dated July 9, 2018, attached hereto (Exhibit B). It should be noted that some of the outlined conditions may be applicable at time of approval for future land disturbance or Building Permits. As the total disturbed area is less than 0.5 acres, no project review is required for the West Mississippi Watershed Commission and an NPDES permit is not required. The City does request that the Applicant attempt to install BMPs to improve water quality. The Applicant should review the attached memorandum to identify what anticipated permitting and submittal requirements will be necessary in order to work through the City Building Permit review process. FIRE INSPECTOR REVIEW The Applicant shall work to ensure all 2015 Minnesota Fire Code requirements have been met as part of any building and site plan approval, including installation of a new Knox box, fire egress, etc. SIGNAGE No formal requests for approval were made as part of the application submittal, although a wall sign is indicated on the new front entry addition. Any new signage, including wall and monument signs, would require conformance with Chapter 34 of the City Code (Sign Ordinance), and specifically for Public Uses. Under the Sign Code, Public Uses are permitted one wall sign (not to exceed 36 square feet) and one wall sign immediately above or beside each public entrance to that part of the building that is used as a school and meets the requirements of the Minnesota Department of Education. These sign areas shall not exceed 10 square feet. The Applicant will need to file a separate Building Permit application for any proposed signage. Based on staff findings, staff recommends Planning Commission recommend approval of the site and building plans for the proposed 2,250-square foot partial addition, 845-square foot 2nd floor mechanical mezzanine addition, and site improvements along the proposed new front entrance area for the property located at 6500 Humboldt Avenue North; subject to the Applicant complying with the comments outlined in the Approval Conditions noted below. APPROVAL CONDITIONS Staff recommends the following conditions be attached to any positive recommendation on the approval of Planning Commission Application No. 2018-012 for the Subject Property located at 6500 Humboldt Avenue North: 1.Building and Site Plan and Review: The building plans are subject to review and approval by the Building Official with respect to applicable codes prior to the issuance of permits, and other fire related building code items shall be reviewed and approved by the Fire Inspector. a.Final construction and demolition plans are to be submitted to the City for review and issuance of a demolition and Building Permit. b.A pre-construction conference shall be held with City staff and other ________________ App. No. 2018-012 PC 07/12/2018 Page 8 entities designated by the City prior to issuance of a Building Permit/Land Disturbance (Alteration) Permit. 2.Agreements: a.The Developer shall execute a separate Performance Agreement with supporting financial guarantee approved by the City, which ensures the Subject Property will be constructed, developed, and maintained in conformance with the plans, specifications and standards comprehended under this Site Plan. b.A Construction Management Plan and Agreement and associated escrow deposit is required prior to Building Permit release. c.The Developer shall submit an as-built survey of the property, improvements, and any utility service lines prior to release of the Performance Agreement financial guarantee. 3.Engineering Review: The Applicant agrees to comply with all conditions or provisions noted in the City Engineer’s Review memo, dated July 9, 2018 (Exhibit B). a.Final grading, drainage, utility and erosion control plans and any other site engineering related issues are subject to review and approval by the City Engineer prior to the issuance of permits. 4.Construction Standards: a.Appropriate erosion and sediment control devices shall be provided on site during construction as approved by the City’s Public Works Department. b.All work performed and materials used for construction of any utilities shall conform to the City of Brooklyn Center Standard Specifications and Details. 5.Landscaping: All landscaped areas, including street boulevards, shall include approved irrigation systems to facilitate site maintenance. a.The contractor shall submit irrigation shop drawings for review and approval prior to installation. 6.Signage: Signage for the Subject Property is subject to the Public Use allowances as identified within Chapter 34 (Sign Ordinance). Any requests for wall or freestanding signage will require the Applicant to submit a Sign Permit application to the City for review and approval. RECOMMENDATION Based on the above-noted findings, staff recommends the Planning Commission recommends: The Planning Commission recommends approval to the City Council of the as proposed site and building plan approval for the proposed 2,250-square foot partial addition, 845-square foot 2nd floor mechanical mezzanine addition, and site improvements along the proposed new front entrance area for the property located at 6500 Humboldt Avenue North, subject to the Applicant/Property Owner complying with the conditions outlined in the Approval Conditions of this Staff Report. ________________ App. No. 2018-012 PC 07/12/2018 Page 9 Should the Planning Commission accept these recommendations, the Commission may elect to adopt the draft resolution, to be provided at the Planning Commission meeting. Attachments Exhibit A- Planning Commission Application and Plans for Brooklyn Center Secondary School, submitted June 12, 2018. Exhibit B- Memorandum, prepared by Assistant City Engineer Andrew Hogg, dated July 9, 2018. Exhibit A SITE PLAN REVIEW SUBMITTAL 430 – 2nd Street. (952) 474-3291 Excelsior, MN 55331 www.teamtsp.com PROJECT: Brooklyn Center Schools – Secondary School DATE: June 12, 2018 RE: Site Plan Review Submittal PROJECT DESIGN NARRATIVE: This project consists of a partial south addition of 2,250 square feet, a partial 2nd floor mechanical mezzanine addition of 845 square feet and renovation of a large portion of the existing 195,797 square foot building. The intent of the new addition exterior design is to create an addition that uses the context and character of the existing facility to generate its architectural expression and design character. This intent is not to replicate the existing building verbatim, but generate an addition that is responsive and complimentary to the existing building. The design will consist of a composition of face brick, metal wall panels, precast concrete/cast stone panels, aluminum framed storefront and curtainwall window/door framing. One of the project objectives is to create a more evident and clearly defined public south main public entry, with increased visibility and security. The identification aspect is addressed by the massing and height of the entry vestibule: consisting of an entry canopy, signage and raised roof form. The security aspect is addressed by utilizing a security vestibule arrangement. Once a building visitor enters through the outer vestibule doors, they would interact with school staff to gain further entry into the building, or have proper credentials that allow them through the security control point. Some building interior reconfigurations are occurring with this project. The Middle School students will be located primarily in the west academic wing. The High School students will be located primarily in the north academic wing. Assorted support and shared use functions are located between these two wi ngs. Another security improvement will be strategically located cross-corridor doors that allow for a higher level pedestrian control, should the facility be entered into a higher level of security, and for a higher level of after-hours zoning to restrict access to areas of the building. These doors will be arranged to restrict unauthorized building visitor movement in the facility, while meeting fire egress requirements. Several rooms are being adjusted to respond to updated deliver of education requirements. Room adjacencies and sizes are being addressed as part of the reconfigurations. Outdated rooms are being brought up to current standards and requirements. New finishes are being applied to areas that are worn and outdated. Finishes are being evaluated for initial upfront cost, and life cycle cost analysis. Restrooms and P.E. Locker Rooms are being improved to address ADA clearances and plumbing fixture counts. Strategically located Staff Restrooms are being added to facilitate use by school personnel. Grou p shower areas in the Locker Rooms are being replaced with single user shower stalls with private drying/dressing areas. Gender Neutral Restrooms are being added at each academic wing and locker room area. Deferred maintenance items are being incorporated into the project, responding to the referendum descriptions. CITY OF BROOKLYN CENTER ARCHITECTURAL DESIGN GUIDELINES: The project will comply with the City of Brooklyn Center Architectural Design Guidelines: Building Materials, Building Mass, Façade Design, Doors and Windows. SITE PLAN REVIEW SUBMITTAL 430 – 2nd Street.(952) 474-3291 Excelsior, MN 55331 www.teamtsp.com BUILDING CODE SUMMARY: (A more extensive Building Code Analysis will be included in the Building Plan Submittal at a later date) Construction Type: II-B Primary Occupancy Classification: E Secondary Occupancy Classification: B (Offices, Kitchen, Receiving) A-2 (Cafeteria) A-3 (Gymnasium, Auditorium) Original Building Size: 195,797 square feet New Addition (1st Floor Administration): 2,250 square feet (2nd Floor Mechanical): 845 square feet Reconfigured Building Size: 198,892 square feet Via existing 2-hour fire walls, the overall facility is broken into four separate buildings - see Code Plan: Building-1: 67,586 square feet (actual) 79,640 square feet (allowable) Building-2 (1st Floor): 48,010 square feet (actual) 48,285 square feet (allowable) Building-2 (2nd Floor): 6,760 square feet (actual) 48,285 square feet (allowable) Building-3: 35,021 square feet (actual) 77,720 square feet (allowable) Building-4: 41,515 square feet (actual) 79,460 square feet (allowable) ARCHITECTURAL SPECIFICATIONS TABLE OF CONTENTS: DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS: 00 01 01 Project Title Page 00 01 15 List of Drawing Sheets 00 11 13 Advertisement for Bids 00 21 13 Instructions to Bidders 00 22 13 Supplementary Instructions to Bidders 00 25 13 Pre-bid Meetings 00 26 00 Procurement Substitution Procedures 00 31 13 Preliminary Schedule 00 31 19 Existing Condition Information 00 31 26 Existing Hazardous Material Information 00 31 32 Geotechnical Data 00 43 13 Bid Security Forms 00 43 23 Alternates Form 00 51 00 Notice of Award 00 91 13 Addendum DIVISION 01 – GENERAL REQUIREMENTS 01 00 00 General Requirements 01 10 00 Summary 01 23 00 Alternates 01 25 00 Substitution Procedures 01 26 00 Contract Modification Procedures 01 29 00 Payment Procedures SITE PLAN REVIEW SUBMITTAL 430 – 2nd Street. (952) 474-3291 Excelsior, MN 55331 www.teamtsp.com 01 31 00 Project Management and Coordination 01 32 00 Construction Progress Documentation 01 33 00 Submittal Procedures 01 35 16 Alteration Project Procedures 01 40 00 Quality Requirements 01 42 00 References 01 50 00 Temporary Facilities and Controls 01 56 39 Temporary Tree and Plant Protection 01 60 00 Product Requirements 01 73 00 Execution 01 74 19 Construction Waste Management and Disposal 01 77 00 Closeout Procedures 01 78 23 Operation and Maintenance Data 01 78 39 Project Record Documents 01 79 00 Demonstration and Training DIVISION 02 – SITE CONSTRUCTION 02 41 16 Structure Demolition 02 41 19 Selective Demolition DIVISION 03 – CONCRETE 03 30 00 Cast-In-Place Concrete 03 33 00 Architectural Concrete DIVISION 04 – MASONRY 04 01 20.63 Brick Masonry Repair 04 01 20.64 Brick Masonry Repointing 04 20 00 Unit Masonry 04 22 00 Concrete Unit Masonry 04 72 00 Cast Stone Masonry DIVISION 05 – METALS 05 12 00 Structural Steel Framing 05 12 13 Architecturally Exposed Structural Steel Framing 05 21 00 Steel Joist Framing 05 31 00 Steel Decking 05 40 00 Cold-Formed Metal Framing 05 50 00 Metal Fabrications 05 52 13 Pipe and Tube Railings DIVISION 06 – WOOD AND PLASTICS 06 10 00 Rough Carpentry 06 16 00 Sheathing 06 20 23 Interior Finish Carpentry DIVISION 07 – THERMAL ANDMOISTURE PROTECTION 07 13 26 Self-Adhering Sheet Waterproofing 07 21 00 Thermal Insulation 07 21 19 Foamed-In-Place Insulation 07 26 00 Vapor Retarders 07 27 26 Fluid-Applied Membrane Air Barriers 07 42 13.16 Metal Plate Wall Panels 07 42 93 Soffit Panels SITE PLAN REVIEW SUBMITTAL 430 – 2nd Street. (952) 474-3291 Excelsior, MN 55331 www.teamtsp.com 07 62 00 Sheet Metal Flashing and Trim 07 71 00 Roof Specialties 07 72 00 Roof Accessories 07 81 00 Applied Fireproofing 07 84 13 Penetration Firestopping 07 84 43 Joint Firestopping 07 92 00 Joint Sealants 07 92 19 Acoustical Joint Sealants 07 95 13.13 Interior Expansion Joint Cover Assemblies DIVISION 08 – DOORS ANDWINDOWS 08 11 13 Hollow Metal Doors and Frames 08 14 16 Flush Wood Doors 08 31 13 Access Doors and Frames 08 41 13 Aluminum-Framed Entrances and Storefronts 08 71 00 Door Hardware 08 71 13 Automatic Door Operators 08 80 00 Glazing 08 83 00 Mirrors 08 91 19 Fixed Louvers DIVISION 09 – FINISHES 09 22 16 Non-Structural Metal Framing 09 29 00 Gypsum Board 09 30 13 Ceramic Tiling 09 51 13 Acoustical Panel Ceilings 09 54 23 Linear Metal Ceilings 09 65 13 Resilient Base and Accessories 09 65 19 Resilient Tile Flooring 09 68 13 Tile Carpeting 09 84 33 Sound Absorbing Wall Units 09 91 13 Exterior Painting 09 91 23 Interior Painting 09 96 00 High-Performance Coatings DIVISION 10 – SPECIALTIES 10 11 00 Visual Display Surfaces 10 12 00 Display Cases 10 14 19 Dimensional Letter Signage 10 14 23.13 Room-Identification Signage 10 21 13.17 Phenolic-Core Toilet Compartments 10 21 23 Cubicle Curtains and Track 10 28 00 Toilet, Bath, and Laundry Accessories 10 44 13 Fire Protection Cabinets 10 44 16 Fire Extinguishers 10 51 13 Metal Lockers 10 75 16 Ground-Set Flagpoles DIVISION 11 – EQUIPMENT 11 52 13 Projection Screens 11 53 13 Laboratory Fume Hoods SITE PLAN REVIEW SUBMITTAL 430 – 2nd Street.(952) 474-3291 Excelsior, MN 55331 www.teamtsp.com DIVISION 12 – FURNISHINGS 12 21 13 Horizontal Louver Blinds 12 21 16 Vertical Louver Blinds 12 32 16 Manufactured Plastic-Laminate-Faced Casework 12 35 53.16 Plastic-Laminate-Clad Laboratory Casework 12 35 53.19 Wood Laboratory Casework 12 36 23.13 Plastic-Laminate-Clad Countertops 12 36 61.16 Solid Surfacing Countertops 12 48 13 Entrance Floor Mats and Frames DIVISION 13 – SPECIAL CONSTRUCTION – SECTION NOT USED DIVISION 14 – CONVEYING EQUIPMENT- SECTION NOT USED END OF TABLE OF CONTENTS VICINITY MAP PLAN NORTH INDEX TO DRAWINGS - VOLUME 1 MOST COMMONLY USED ABBREVIATIONS D DEPTH DBL DOUBLE DEMO DEMOLITION, DEMOLISH DEPT DEPARTMENT DET DETAIL DF DRINKING FOUNTAIN DFPT DRYFALL PAINT DIA DIAMETER DIAG DIAGONAL DIM DIMENSION DIV DIVIDE, DIVISION DISP DISPENSER DN DOWN DR DOOR DS DOWNSPOUT DW DISHWASHER DWG DRAWING (S) DWR DRAWER DWTR DUMBWAITER --------------------- (E) EXISTING E EAST EA EACH EF EACH FACE EJ EXPANSION JOINT EL ELEVATION ELEC ELECTRICAL ELEV ELEVATOR ENL ENLARGED EMER EMERGENCY ENGR ENGINEER EOP EDGE OF PAVEMENT EPDM ETHYLENE PROPYLENE DIENE MONOMER EPS EXPANDED POLYSTYRENE BOARD EPT EPOXY PAINT EQ EQUAL EQUIP EQUIPMENT ES EACH SIDE EST ESTIMATE ETC ETCETERA ETR EXISTING TO REMAIN EW EACH WAY EXIST EXISTING EXC EXCAVATE/EXCAVATION EXH EXHAUST EXP EXPANSION/EXPOSED EXT EXTERIOR EWC ELECTRIC WATER COOLER EWS EYE WASH AND SHOWER --------------------- FA FIRE ALARM FAB FABRICATE/FABRICATION FD FLOOR DRAIN FDC FIRE DEPRATMENT CONNECTION FDTN FOUNDATION FE FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET FF FINISHED FLOOR FFE FINISH FLOOR ELEVATION FIN FINISH (ED) FLOUR FLOURESCENT FLR FLOOR (ING) FO FACE OF FOC FACE OF CONCRETE FOM FACE OF MASONRY FOS FACE OF STUD FOF FACE OF FINISH ABBREVIATIONS: AB ANCHOR BOLT/ROD ABV ABOVE AC ASPHALTIC CONCRETE/AIR CONDITIONER ACC ACCESSIBLE ACM ALUMINUM COMPOSITE MATERIAL ACOUSACOUSTICAL ADD ADDENDUM ADH ADHESIVE ADJ ADJUSTABLE, ADJACENT, ADJOINING AFF ABOVE FINISH FLOOR AFG ABOVE FINISH GRADE ALT ALTERNATE ALUM ALUMINUM APC ACOUSTICAL PANEL CEILING ARCH ARCHITECT (URAL) ASI ARCHITECTURAL SUPPLEMENTAL INFORMATION --------------------- BD BOARD BEV BEVELED BFF BELOW FINISH FLOOR BL BRICK LEDGE BLDG BUILDING BLKG BLOCK (ING) BM BEAM BOT BOTTOM BO BOTTOM OF BOC BOTTOM OF CONCRETE BOF BOTTOM OF FOOTING BRG BEARING BRK BRICK BSMT BASEMENT BTWN BETWEEN BUR BUILT-UP ROOFING --------------------- C CHANNEL/CELSIUS CAB CABINET CB CERAMIC BASE CD CONSTRUCTION DOCUMENTS CEM CEMENT CF CUBIC FEET OR FOOT CG CORNER GUARD CIPC CAST-IN-PLACE CONCRETE CJ CONTROL/CONSTRUCTION JOINT CL CENTER LINE CLG CEILING CLKG CAULKING CLR CLEAR, CLEARANCE CMU CONCRETE MASONRY UNIT CO CHANGE ORDER/CLEAN OUT COL COLUMN COMB COMBIMATION COMP COMPOSITE/COMPOSITION CONC CONCRETE CONN CONNECT (ION) CONST CONSTRUCTION CONT CONTINUOUS, CONTINUE CONTR CONTRACT (OR) COORDCOORDINATE CORR CORRUGATED/CORRIDOR CPT CARPET CSMT CASEMENT CT CERAMIC TILE CTB CARPET TILE BASE CTR CENTER FR FIRE RESISTANT/FRAME FRP FIBERGLASS REINFORCED PANEL FS FLOOR SINK FT FOOT, FEET/FIRE TREATED FTG FOOTING FURR FURRING FUT FUTURE --------------------- GA GAGE, GAUGE GB GRAB BAR GC GENERAL CONTRACTOR GALV GALVANIZED GI GALVANIZED IRON GL GLASS GLU LAM GLUE LAMINATED (BEAM) GWB GYPSUM WALL BOARD GYP GYPSUM --------------------- HB HOSE BIB HC HANDICAP / HOLLOW CORE HD HEAVY DUTY HDBD HARDBOARD HDR HEADER HDWD HARDWOOD HDWR HARDWARE HM HOLLOW METAL HORIZ HORIZONTAL HR HOUR HT HEIGHT HSS HOLLOW STRUCTURAL STEEL HVAC HEATING, VENTILATION, AIR- CONDITIONING --------------------- IBC INTERNATIONAL BUILDING CODE ID INSIDE DIAMETER/DIMENISON IN INCH(ES) INCL INCLUDE (D), INCLUDING INFO INFORMATION INSP INSPECTION INSTR INSTRUCTION(S) INSUL INSULATE (D), INSULATION INT INTERIOR --------------------- JAN JANITOR JST JOIST JT JOINT --------------------- KCJ KEYED CONSTRUCTION JOINT KO KNOCK OUT --------------------- L LENGTH / ANGLE LAB LABORATORY LAM LAMINATE (ED) LAV LAVATORY LB POUND LF LINEAR FEET LH LEFT HAND LKR LOCKER LOC LOCATION LONG LONGITUDINAL LT LIGHT LVR LOUVER LVT LUXURY VINYL TILE --------------------- MBC MINNESOTA BUILDING CODE MAS MASONRY MATL MATERIAL MAX MAXIMUM RFI REQUEST FOR INFORMATION RFP REQUEST FOR PROPOSAL RH RIGHT HAND RL RIDGE LINE RM ROOM RO ROUGH OPENING ROW RIGHT OF WAY RVS REVERSE (SIDE) RWL RAIN WATER LEADERSSOUTH --------------------- SB SPLASH BLOCK SC SOLID CORE SCHED SCHEDULE SCR SHOWER CURTAIN ROD SCT SECTION SD SOAP DISPENSER SF SQUARE FOOT SHT SHEET SHTHG SHEATHING SIM SIMILAR SLDG SLIDING SLNT SEALANT SND SANITARY NAPKIN DISPENSER SNDU SANITARY NAPKIN DISPOSAL UNIT SOG SLAB ON GRADE SPEC SPECIFICATION (S) SQ SQUARE SSM SOLID SURFACE MATERIAL SST STAINLESS STEEL ST STREET STC SOUND TRANSMISSION CLASS STD STANDARD STL STEEL STOR STORAGE STRUCT STRUCTURAL SUSP SUSPENDED SV SHEET VINYL SW SHEARWALL SYM SYMMETRICAL --------------------- T TREAD T&B TOP AND BOTTOM T&G TONGUE AND GROOVE TB TOWEL BAR TBD TO BE DETERMINED TEMP TEMPORARY/TEMPERED TER TERRAZZO THD THREAD (ED) (S) THK THICKNESS THRU THROUGH TKBD TACKBOARD TL TILE TO TOP OF TOB TOP OF BEAM TOC TOP OF CONCRETE/CURB TOD TOP OF DECK TOF TOP OF FOOTING (FOUNDATION) TOP TOP OF PIER TOJ TOP OF JOIST TOS TOP OF SLAB/STEEL TOW TOP OF WALL TPD TOILET PAPER DISPENSER TPO THERMOPLATIC POLYOLEFIN TPTN TOILET PARTITION TRANS TRANSVERSE TS TUBE STEEL TYP TYPICAL UG UNDERGROUND UH UNIT HEATER UNFIN UNFINISHED UNO UNLESS NOTED OTHERWISE UTIL UTILITY --------------------- V SHEAR VAR VARIES VB VAPOR BARRIER / VINYL BASE VCT VINYL COMPOSITION TILE VERT VERTICAL VEST VESTIBULE VIF VARIFY IN FIELD VR VAPOR RETARDER VWB VINYL WALL BASE VWC VINYL WALL COVERING --------------------- W WEST/WIDTH W/ WITH W/O WITHOUT WA WEDGE ANCHOR WB WOOD BASE WC WATER CLOSET WD WOOD/WOODWORK WDW WINDOW WF (W) WIDE FLANGE WG WALL GUARD WH WATER HEATER WI WROUGHT IRON WL WIND LOAD WP WATERPROOF (ING) WR WATER RESISTANT WSCT WAINSCOT WT WEIGHT/WINDOW TREATMENT WWF WELDED WIRE FABRIC SYMBOLS USED AS ABBREVIATIONS: & AND L ANGLE LL DOUBLE ANGLE @ AT d PENNEY # POUND OR NUMBER Ø ROUND OR DIAMETER MC MEDICINE CABINET MECH MECHANICAL MEMB MEMBRANE MEZZ MEZZANINE MFR MANUFACTURE (R) MIN MINIMUM MISC MISCELLANEOUS MO MASONRY OPENING MR MIRROR MTL METAL --------------------- (N) NEW N NORTH NA NOT APPLICABLE NIC NOT IN CONTRACT NO NUMBER NOM NOMINAL NTS NOT TO SCALE --------------------- OC ON CENTER OD OUTSIDE DIAMETER OFCI OWNER FURNISHED / CONTRACTOR INSTALLED OFOI OWNER FURNISHED / OWNER INSTALLED OH OVERHEAD OPP OPPOSITE OPG OPENING ORIG ORIGINAL ORD OVERFLOW ROOF DRAIN OZ OUNCE --------------------- PAR PARALLEL PCF POUNDS PER CUBIC FOOT PED PEDESTAL PERF PERFORATED PERP PERPENDICULAR PL PLATE PLAM PLASTIC LAMINATE PLYWD PLYWOOD PNL PANEL PR PAIR/PROPOSAL REQUEST PRCST PRECAST CONCRETE PREFAB PREFABRICATE PSI POUNDS PER SQUARE INCH PSF POUNDS PER SQUARE FOOT PT PAINT / PRESSURE TREATED PTD PAPER TOWEL DISPENSER PTN PARTITION PTR PAPER TOWEL RECEPTACLE PVC POLYVINYL CHLORIDE --------------------- QT QUARRY TILE --------------------- R RADIUS/RISER RB RUBBER BASE RBR RUBBER RCP REFLECTED CEILING PLAN RD ROOF DRAIN REBAR REINFORCING BAR REC RECESSED REF REFERENCE/REFRIGERATOR REINF REINFORCE (D), (ING), (MENT) REQ REQUIRE REQD REQUIRED RES RESILIANT FLOORING RET RETURN REV REVISION (S), REVISED A -5 0 1 A N N NA SHEET SEQUENCE NUMBER 01-99 SHEET TYPE DESIGNATOR DISCIPLINE CHARACTER MODIFIER CHARACTER SHEET TYPE DESIGNATORS 0 GENERAL (SYMBOLS LEGEND, NOTES, ETC) 1 PLANS (HORIZONTAL VIEWS) 2 ELEVATIONS (VERTICAL VIEWS) 3 SECTIONS (SECTIONAL VIEWS) 4 LARGE SCALE VIEWS 5 DETAILS 6 SCHEDULES AND DIAGRAMS 7 USER DEFINED 8 USER DEFINED 9 3D REPRESENTATIONS (ISO, PERSP, PHOTOS) 1 2 3 4 5 6 E2 E3 E4 C5 A4A1 A B C D E TSP A B C D E 1 2 3 4 5 6 DISCIPLINE CHARACTERS G GENERAL H HAZARDOUS C CIVIL L LANDSCAPE S STRUCTURAL A ARCHITECTURAL I INTERIOR P PLUMBING M MECHANICAL E ELECTRICAL T TELECOMMUNICATIONS R RESOURCE SHEET IDENTIFICATION TYPICAL MODIFIER CHARACTERS B SUBSTRUCTURES C CEILING/CHEMICALS D DEMOLITION E ELEMENTS F FRAMING/FURNISHINGS G GRAPHICS/GRADING H HVAC I INFORMATION/IMPROVEMENTS L LIGHTING N FINISHES P PLAN/PIPING/POWER/PAVING/PLANTING Q EQUIPMENT S SITE T TECHNOLOGY/TRANSPORTATION U UTILITIES TITLE/DISCIPLINE NAME/CONTACT COMPANY PHONE PROJECT MANAGER VON PETERSEN TSP, Inc.507.288.8155 PROJECT ARCHITECT ROB COLLINS TSP, Inc.605.336.1160 CIVIL ENGINEER ????TSP, Inc.605.343.6102 STRUCTURAL ENGINEER TADD HOLT TSP, Inc.605.884.7090 INTERIOR DESIGNER LORETTA HAUGEN TSP, Inc.507.288.8155 MECHANICAL ENGINEER ROGER NIKOLAS TSP, Inc.605.336.1160 ELECTRICAL ENGINEER KELLI OSTERLOO TSP, Inc.307.672.6496 DESIGN TEAM petersonvj@teamtsp.com E-MAIL collinsrr@teamtsp.com fmlast@teamtsp.com holttm@teamtsp.com haugenla@teamtsp.com nikolasrc@teamtsp.com osterlooka@teamtsp.com I Hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota. ARCHITECT Date: Print Name: Signature: License # Robert R. Collins 53244 NORTH AREA 'A'AR E A ' B ' AREA 'D'AREA 'C' AREA 'E' AREA 'F' AREA 'G' AREA 'H' © TSP, Inc. 2018 ISSUES SHEET NUMBER SHEET TITLE C 1 A B 2 3 D E 1 2 3 4 5 6 4 5 6 A B C D E TSP, Inc. PROJECT TITLE N OT F OR C O N ST R UC T ION 430 2nd Street Excelsior, MN 55331 (952) 474-3291 www.teamtsp.com ISSUE DATE CHECKED BY DRAWN BY PROJECT # LI S T E D D R A W I N G S S C A L E ( S ) U N L E S S R E D U C E D F R O M O R I G I N A L 3 0 x 4 2 F O R M A T CONSULTANTS Architecture Engineering Planning 06/12/2018 6/ 1 2 / 2 0 1 8 1 1 : 4 9 : 4 4 A M I: \ _ T S P R e v i t L o c a l \ 0 5 1 6 1 2 5 6 . 2 B R O O K L Y N C T R I S D 2 8 6 M I D D L E - H I G H A D D I T I O N & R E M O D E L _ A 1 7 _ s c h r a d e r a r . r v t COVER SHEET - VOLUME 1 G-100.1 SI T E P L A N R E V I E W S U B M I T T A L 6500 HUMBOLDT AVENUE NORTH BROOKLYN CENTER, MN 55430 MIDDLE SCHOOL & HIGH SCHOOL - ADDITION AND REMODELING BROOKLYN CENTER ISD #286 ---06/12/2018 ---05161256.2 SHEET INDEX - GENERAL G-100.1 COVER SHEET - VOLUME 1 G-101 OVERALL CODE PLAN BROOKLYN CENTER ISD #286 MIDDLE SCHOOL & HIGH SCHOOL - ADDITION AND REMODELING SITE PLAN REVIEW SUBMITTAL 06/12/2018 6500 HUMBOLDT AVENUE NORTH BROOKLYN CENTER, MN 55430 MARK DATE DESCRIPTION SHEET INDEX - CIVIL C-1.00 C-1.01 C2.01 C5.01 L1.01 OVERALL SITE PLAN DEMOLITION & SITE PLAN GRADING & EROSION CONTROL PLAN DETAILS LANDSCAPE PLAN AP111 OVERALL FLOOR PLAN AP111A FIRST LEVEL FLOOR PLAN - AREA A AP111B FIRST LEVEL FLOOR PLAN - AREA B AP111C FIRST LEVEL FLOOR PLAN - AREA C AP111D FIRST LEVEL FLOOR PLAN - AREA D AP111E FIRST LEVEL FLOOR PLAN - AREA E AP111F FIRST LEVEL FLOOR PLAN - AREA F AP111G FIRST LEVEL FLOOR PLAN - AREA G AP111H FIRST LEVEL FLOOR PLAN - AREA H AP121 SECOND LEVEL FLOOR PLANS - AREAS C, D, G AR111 ROOF PLAN - AREA B A-201 SOUTH EXTERIOR ELEVATIONS A-301 BUILDING SECTIONS A-311 WALL SECTIONS SHEET INDEX - ARCHITECTURAL A-205 A-301 PERSPECTIVE VIEWS BUILDING SECTIONS UP UP UP UP UP LIFE SAFETY LEGEND TRAVEL DISTANCE 25'-0" FIRE EXTINGUISHER CABINET FEC FIRE EXTINGUISHER FE EGRESS WIDTH/OCCUPANT LOAD SERVED COMMON PATH 3 2 " 160 OCC OCCUPANT LOAD CONCURRENT OCCUPANT LOAD 10 # 2HR FIRE WALL 2HR FIRE BARRIER 1HR FIRE BARRIER 1HR FIRE PARTITION 1HR SHAFT ENCLOSURE 2HR SHAFT ENCLOSURE 1HR SMOKE BARRIER SMOKE PARTITION 2HR SMOKE BARRIER BUILDING-1 AREA 67,586 SF ALLOWABLE 71,920 SF BUILDING-2 AREA 48,424 SF ALLOWABLE 48,285 SF BUILDING-3 AREA 35,021 SF ALLOWABLE 77,720 SF BUILDING-4 AREA 41,515 SF ALLOWABLE 79,460 SF GOVERNING CODES: BUILDING 2007 MINNESOTA STATE BUILDING CODE - CHAPTER 1303 (INTERNATIONAL BUILDING CODE 2006) ACCESSIBILITY 2007 MINNESOTA STATE BUILDING CODE - CHAPTER 1341 FIRE /LIFE SAFETY 2007 MINNESOTA FIRE CODE - CHAPTER 7511 (2006 INTERNATIONAL FIRE CODE) MECHANICAL 2007 MINNESOTA STATE BUILDING CODE - CHAPTER 1346 (INTERNATIONAL MECHANICAL CODE 2006) PLUMBING 2012 MINNESOTA PLUMBING CODE - CHAPTER 4715 ENERGY 2007 MINNESOTA STATE BUILDING CODE - CHAPTER 7670 ELECTRICAL 2007 MINNESOTA STATE BUILDING CODE - CHAPTER 1315 (NATIONAL ELECTRICAL CODE 2011) FUEL AND GAS 2007 MINNESOTA STATE BUILDING CODE - CHAPTER 1346 (INTERNATIONAL FUEL AND GAS CODE 2006) ELEVATOR 2007 MINNESOTA STATE BUILDING CODE - CHAPTER 1307 CODE SUMMARY E Classrooms B Offices, Kitchen and Recieving A-2 Cafeteria A-3 Gymnasiums Occupancy Classification: Type II-B Fully Sprinklered - 903.2.1.3 Type of Construction: Total Building Height = 26'-4" = 2 Stories Actual Height: IBC Table 503 - 2 Stories, 55 ft *Section 504.2 Sprinkler Increase New Additions only = 3 Stories, 75 ft Allowable Height: Actual Areas: Section 506 Table 503 = 14,500 sf Equation 5.1 - Allowable Area per Story = 14,500 + (14,500 x .75) + (14,500 x 2) Allowable area per story = 54,375 sf Allowable Area: Travel Distance (Table 1016.1): A-2 250 Feet A-3 250 Feet B 300 Feet E 250 Feet Fire resistive Rating Requirements (Table 601): Structural Frame 0 Exterior Bearing Walls 0 Interior Bearing Walls 0 Exterior Non Bearing Walls (per table 602)0 Interior Non Bearing Walls 0 Floor Construction 0 Roof Construction 0 Building Element Rating (in hours) Not Required as per Section 508.3.2 - Non - Separation Occupancies Occupancy Separation: CHAPTER 3 CHAPTER 5 CHAPTER 6 CHAPTER 9 CHAPTER 10 First Floor = 31,927 sf Second Floor = 43,995 sf Total Building = 75,922 sf Egress Width (Section 1005): Occupancy x .2 Corridors (Table 1018.1): E Occupancy - Serving greater than 30 occupants with sprinker system do not need to be rated. Common Path Travel Distance: 75' - 0" PROJECT ADDRESS: WEBSTER K-5 SCHOOL 425 5TH STREET NORTHEAST MINNEAPOLIS, MN I Hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota. ARCHITECT Date: Print Name: Signature: License # Robert R. Collins 53244 NORTH AREA 'A'AR E A ' B ' AREA 'D'AREA 'C' AREA 'E' AREA 'F' AREA 'G' AREA 'H' © TSP, Inc. 2018 ISSUES SHEET NUMBER SHEET TITLE C 1 A B 2 3 D E 1 2 3 4 5 6 4 5 6 A B C D E TSP, Inc. PROJECT TITLE N OT F OR C O N ST R UC T ION 430 2nd Street Excelsior, MN 55331 (952) 474-3291 www.teamtsp.com ISSUE DATE CHECKED BY DRAWN BY PROJECT # LI S T E D D R A W I N G S S C A L E ( S ) U N L E S S R E D U C E D F R O M O R I G I N A L 3 0 x 4 2 F O R M A T CONSULTANTS Architecture Engineering Planning 06/12/2018 6/ 1 2 / 2 0 1 8 1 2 : 4 6 : 3 2 P M I: \ _ T S P R e v i t L o c a l \ 0 5 1 6 1 2 5 6 . 2 B R O O K L Y N C T R I S D 2 8 6 M I D D L E - H I G H A D D I T I O N & R E M O D E L _ A 1 7 _ c o l l i n s r r . r v t OVERALL CODE PLAN G-101 SI T E P L A N R E V I E W S U B M I T T A L 6500 HUMBOLDT AVENUE NORTH BROOKLYN CENTER, MN 55430 MIDDLE SCHOOL & HIGH SCHOOL - ADDITION AND REMODELING BROOKLYN CENTER ISD #286 Author06/12/2018 Checker05161256.2 PLUMBING CALCULATIONS - A-3.1 OCCUPANCY (2015 IBC) Occupancy Function Area Occ. Load Factor Calculated Occ. TOILET FIXTURES LAVATORIES DRINKING FOUNTAINMALE FEMALE MALE FEMALE Assembly Without Fixed Seating Concentrated (chiars only not fixed) 10789 SF 7 SF 1542 6.17 11.86 3.855 3.855 3.08 Assembly Without Fixed Seating Standing Space 6323 SF 5 SF 1265 5.06 9.73 3.1625 3.1625 2.53 Assembly Without Fixed Seating Unconcentrated (tables and chairs) 6345 SF 15 SF 424 1.70 3.26 1.06 1.06 0.85 Exercise Rooms 13546 SF 50 SF 277 1.11 2.13 0.6925 0.6925 0.55 Library - Stack Areas 5461 SF 100 SF 55 0.22 0.42 0.1375 0.1375 0.11 Stages and Platforms 2389 SF 15 SF 160 0.64 1.23 0.4 0.4 0.32 44853 SF 3723 14.89 28.64 9.3075 9.3075 7.45 PLUMBING CALCULATIONS - B OCCUPANCY (2015 IBC) Occupancy Function Area Occ. Load Factor Calculated Occ. TOILET FIXTURES LAVATORIES DRINKING FOUNTAINMALE FEMALE MALE FEMALE Business Areas 11304 SF 100 SF 148 2.96 2.96 1.85 1.85 1.48 Educational - Classrooms 54568 SF 20 SF 2767 55.34 55.34 34.5875 34.5875 27.67 Educational - Shops and other Vocational Room Areas 751 SF 50 SF 16 0.32 0.32 0.2 0.2 0.16 Industrial Areas 1799 SF 100 SF 20 0.4 0.4 0.25 0.25 0.2 Warehouses 167 SF 500 SF 2 0.04 0.04 0.025 0.025 0.02 68588 SF 2953 59.06 59.06 36.9125 36.9125 29.53 THIS SHEET CONTAINS COLOR-CODED INFORMATION. THIS SHEET SHOULD BE PRINTED IN COLOR. TSP LOGO TO THE RIGHT SHOULD BE RED. SCALE: 3/64" = 1'-0" FIRST LEVEL CODE PLAN MARK DATE DESCRIPTION ?? MM/DD/YYYY REVISION 1 48,010 SF E X I S T I N G S C H O O L P R O P O S E D B U I L D I N G A D D I T I O N S I T E P L A N L A N D S C A P E P L A N A 1 L 1 . 0 1 A 1 C 1 . 0 1 1 5 0 5 0 S C A L E I N F E E T K n o w w h a t ' s b e l o w . C a l l b e f o r e y o u d i g . R © T S P , I n c . 2 0 1 8 I S S U E S S H E E T N U M B E R S H E E T T I T L E C 1 A B 2 3 D E 1 2 3 4 5 6 4 5 6 A B C D E T S P , I n c . P R O J E C T T I T L E 4 3 0 2 n d S t r e e t E x c e l s i o r , M N 5 5 3 3 1 ( 9 5 2 ) 4 7 4 - 3 2 9 1 w w w . t e a m t s p . c o m I S S U E D A T E C H E C K E D B Y D R A W N B Y P R O J E C T # LISTED DRAWINGS SCALE(S) UNLESS REDUCED FROM ORIGINAL 30 x 42 FORMAT C O N S U L T A N T S A r c h i t e c t u r e E n g i n e e r i n g P l a n n i n g 5/29/2018 9:36:34 AM I:\_TSP Revit Local\05161256.2 BROOKLYN CTR ISD286 MIDDLE-HIGH ADDITION & REMODEL_A17_GrothmanJR.rvt SITE AND BUILDING PLAN REVIEW SUBMITTAL 6 5 0 0 H U M B O L D T A V E N U E N O R T B R O O K L Y N C E N T E R , M N 5 5 4 3 0 M I D D L E S C H O O L & H I G H S C H O O L - A D D I T I O N A N D R E M O D E L I N G B R O O K L Y N C E N T E R I S D # 2 8 6 L T H 0 6 / 1 2 / 2 0 1 8 M J W 0 5 1 6 1 2 5 6 . 2 9 0 1 N 3 r d S T R E E T , S U I T E 1 2 0 M I N N E A P O L I S , M N 5 5 4 0 1 w w w . e l a n l a b . c o m p 6 1 2 . 2 6 0 . 7 9 8 0 f 6 1 2 . 2 6 0 . 7 9 9 0 I h e r e b y c e r t i f y t h a t t h i s p l a n w a s p r e p a r e d b y m e , o r u n d e r m y d i r e c t s u p e r v i s i o n , a n d t h a t I a m a d u l y L i c e n s e d P r o f e s s i o n a l E n g i n e e r u n d e r t h e l a w s o f t h e s t a t e o f M I N N E S O T A . M a r c e l l e J . W e s l o c k , P E , L E E D A P 4 2 3 2 3 0 6 / 1 2 / 2 0 1 8 R E G I S T R A T I O N N O . D A T E S I T E A N D B U I L D I N G P L A N R E V I E W S U B M I T T A L 0 6 / 1 2 / 2 0 1 8 C O N S T R U C T I O N N O T F O R A 1 O V E R A L L S I T E P L A N 1 " = 5 0 ' O V E R A L L S I T E P L A N C 1 . 0 0 L E G E N D P E R V I O U S A R E A P R O J E C T A R E A S U M M A R Y S I T E E X C L U D E D R I G H T - O F - W A Y 1 , 5 8 4 , 9 5 8 S F . ( 3 9 . 3 9 A C . ) ( P E R H E N N E P I N C O U N T Y P L A T ) E X I S T I N G P R O P O S E D B U I L D I N G 1 9 2 , 0 2 4 S F . 1 9 2 , 0 2 4 S F . A D D I T I O N - 2 , 2 5 0 S F . W A L K / D R I V E 3 9 0 , 0 5 5 S F . 3 8 9 , 8 5 8 S F . T O T A L I M P E R V I O U S 5 8 2 , 0 7 9 S F . 5 8 4 , 1 3 2 S F . P E R V I O U S 1 , 0 0 2 , 8 7 9 S F . 1 , 0 0 0 , 8 2 6 S F . I N V E N T O R Y L A N D S C A P E P O I N T S Y S T E M E X I S T I N G Q U A N T . M I N . S I Z E P O I N T S S H A D E T R E E S 4 2 2 . 5 " D I A . 4 2 X 1 0 = 4 2 0 ( B A S S W O O D , A S H , M A P L E ) C O N I F E R O U S T R E E S 1 0 5 ' H T . 1 0 X 6 = 6 0 ( S P R U C E ) D E C O R A T I V E T R E E S 1 5 1 . 5 " C A L . 1 5 X 1 . 5 = 2 2 . 5 ( C R A B ) S H R U B S 2 6 1 2 " G A L . 2 6 X 0 . 5 = 1 3 T O T A L 5 1 5 . 5 B U I L D I N G A D D I T I O N R E M O V E P L A N T E R S S A L V A G E F L A G P O L E S A L G A V E S I G N R E M O V E L A N D S C A P E E D G I N G R E M O V E C O N C R E T E S I D E W A L K R E M O V E C O N C R E T E S I D E W A L K R E M O V E B I T U M I N O U S P A V E M E N T R E M O V E E X I S T I N G C U R B & G U T T E R P R O T E C T E X I S T I N G T R E E T R E E P R O T E C T I O N F E N C E ( T Y P ) A 2 C 5 . 0 1 T R E E P R O T E C T I O N F E N C E P R O T E C T E X I S T I N G T R E E E X I S T I N G B R O O K L Y N C E N T E R S E C O N D A R Y S C H O O L 1 9 2 , 0 2 4 S F R E M O V E B I T U M I N O U S P A V E M E N T E X I S T I N G B R O O K L Y N C E N T E R S E C O N D A R Y S C H O O L P R O P O S E D A D D I T I O N ± 2 , 2 5 0 S F 1 9 2 , 0 2 4 S F S I D E W A L K J O I N T ( T Y P ) D 4 C 5 . 0 1 R E I N S T A L L P A R K I N G S I G N R E I N S T A L L F L A G P O L E P E D E S T R I A N C U R B R A M P B 1 C 5 . 0 1 1 2 . 5 ' 1 2 ' B I T U M I N O U S I N T E R L O C K A T M A T C H L I N E ( T Y P ) E 1 C 5 . 0 1 V E R T I C A L C U R B ( T Y P ) E 3 C 5 . 0 1 R E S T R I P E A C C E S S I B L E R O U T E S I D E W A L K P A V E M E N T S E C T I O N ( T Y P ) E 5 C 5 . 0 1 4 4 8 ' E Q . E Q . F L A G P O L E B A S E D 1 C 5 . 0 1 S I G N M O U N T I N G D 2 C 5 . 0 1 C A N O P Y O V E R H A N G C A N O P Y O V E R H A N G 8 ' 8.4' A S P H A L T P A V E M E N T S E C T I O N ( T Y P ) E 4 C 5 . 0 1 A S P H A L T P A V E M E N T S E C T I O N ( T Y P ) C O L U M N ( T Y P ) C O L U M N ( T Y P ) 3 0 1 0 S C A L E I N F E E T K n o w w h a t ' s b e l o w . C a l l b e f o r e y o u d i g . R C 1 D E M O L I T I O N P L A N 1 " = 1 0 ' © T S P , I n c . 2 0 1 8 I S S U E S S H E E T N U M B E R S H E E T T I T L E C 1 A B 2 3 D E 1 2 3 4 5 6 4 5 6 A B C D E T S P , I n c . P R O J E C T T I T L E 4 3 0 2 n d S t r e e t E x c e l s i o r , M N 5 5 3 3 1 ( 9 5 2 ) 4 7 4 - 3 2 9 1 w w w . t e a m t s p . c o m I S S U E D A T E C H E C K E D B Y D R A W N B Y P R O J E C T # LISTED DRAWINGS SCALE(S) UNLESS REDUCED FROM ORIGINAL 30 x 42 FORMAT C O N S U L T A N T S A r c h i t e c t u r e E n g i n e e r i n g P l a n n i n g 5/29/2018 9:36:34 AM I:\_TSP Revit Local\05161256.2 BROOKLYN CTR ISD286 MIDDLE-HIGH ADDITION & REMODEL_A17_GrothmanJR.rvt SITE AND BUILDING PLAN REVIEW SUBMITTAL 6 5 0 0 H U M B O L D T A V E N U E N O R T H B R O O K L Y N C E N T E R , M N 5 5 4 3 0 M I D D L E S C H O O L & H I G H S C H O O L - A D D I T I O N A N D R E M O D E L I N G B R O O K L Y N C E N T E R I S D # 2 8 6 L T H 0 6 / 1 2 / 2 0 1 8 M J W 0 5 1 6 1 2 5 6 . 2 9 0 1 N 3 r d S T R E E T , S U I T E 1 2 0 M I N N E A P O L I S , M N 5 5 4 0 1 w w w . e l a n l a b . c o m p 6 1 2 . 2 6 0 . 7 9 8 0 f 6 1 2 . 2 6 0 . 7 9 9 0 I h e r e b y c e r t i f y t h a t t h i s p l a n w a s p r e p a r e d b y m e , o r u n d e r m y d i r e c t s u p e r v i s i o n , a n d t h a t I a m a d u l y L i c e n s e d P r o f e s s i o n a l E n g i n e e r u n d e r t h e l a w s o f t h e s t a t e o f M I N N E S O T A . M a r c e l l e J . W e s l o c k , P E , L E E D A P 4 2 3 2 3 0 6 / 1 2 / 2 0 1 8 R E G I S T R A T I O N N O . D A T E S I T E A N D B U I L D I N G P L A N R E V I E W S U B M I T T A L 0 6 / 1 2 / 2 0 1 8 C O N S T R U C T I O N N O T F O R A 1 S I T E P L A N 1 " = 1 0 ' D E M O L I T I O N & S I T E P L A N C 1 . 0 1 D E M O L I T I O N P L A N L E G E N D R E M O V E B I T U M I N O U S R E M O V E C O N C R E T E R E M O V E C U R B & G U T T E R S I T E P L A N L E G E N D C O N C R E T E P A V E M E N T B I T U M I N O U S P A V E M E N T 1 . D I M E N S I O N S S H O W N O N T H I S P L A N A R E T O F A C E O F C U R B A N D E X T E R I O R F A C E O F B U I L D I N G U N L E S S N O T E D O T H E R W I S E . 2 . M E E T A N D M A T C H E X I S T I N G C O N D I T I O N S . P R O V I D E T R A N S I T I O N A S N E C E S S A R Y . 3 . A L L C U R B S T O H A V E 3 / 4 " E X P A N S I O N J O I N T S A T A M A X I M U M O F 1 0 0 ' - 0 " A N D C O N T R O L J O I N T S A T A M A X I M U M O F 1 0 ' - 0 " . 4 . P A I N T T O P A N D F A C E O F C U R B Y E L L O W . 5 . P R O V I D E D I A G O N A L S T R I P I N G A L O N G A C C E S S I B L E R O U T E W H E R E I N D I C A T E D . S T R I P E W I D T H , S P A C I N G A N D A N G L E T O M A T C H E X I S T I N G S T R I P I N G . S I T E P L A N N O T E S D E M O L I T I O N P L A N N O T E S 1 . B A C K G R O U N D I N F O R M A T I O N A N D T O P O G R A P H I C S U R V E Y T A K E N F R O M S U R V E Y D A T E D M A Y 2 5 , 2 0 1 8 B Y S U N D E L A N D S U R V E Y I N G , B L O O M I N G T O N , M I N N E S O T A , E X P R E S S L Y F O R T H I S P R O J E C T . E L A N D E S I G N L A B C A N N O T G U A R A N T Y T H E A C C U R A C Y O R C O M P L E T E N E S S O F T H I S I N F O R M A T I O N . V E R I F Y A L L F I E L D C O N D I T I O N S A N D U T I L I T Y L O C A T I O N S P R I O R T O E X C A V A T I O N / C O N S T R U C T I O N . I F A N Y D I S C R E P A N C I E S O R U N K N O W N U T I L I T I E S A R E F O U N D T H A T I M P A C T D E S I G N O R I M P A I R C O N S T R U C T I O N , T H E E N G I N E E R A N D O W N E R S H O U L D B E I M M E D I A T E L Y N O T I F I E D . 2 . C O N T R A C T O R S H A L L B R I N G A N Y C H A N G E D O R U N F O R E S E E N C O N D I T I O N S T H A T C O U L D R E S U L T I N A D D I T I O N A L C O S T T O T H E A T T E N T I O N O F T H E O W N E R A N D E N G I N E E R A S S O O N A S T H E Y A R E D I S C O V E R E D S O T H A T T H E Y C A N B E P R O P E R L Y D O C U M E N T E D . F A I L U R E T O N O T I F Y O R C O V E R I N G U N - W I T N E S S E D W O R K S H A L L R E S U L T I N R E J E C T I O N O F C L A I M S F O R A D D I T I O N A L C O M P E N S A T I O N . 3 . P R O T E C T A L L S T R U C T U R E S A N D L A N D S C A P E N O T L A B E L E D F O R D E M O L I T I O N F R O M D A M A G E D U R I N G C O N S T R U C T I O N . A N Y O N - S I T E O R O F F - S I T E A R E A S D I S T U R B E D D I R E C T L Y O R I N D I R E C T L Y D U E T O C O N S T R U C T I O N S H A L L B E R E T U R N E D T O A C O N D I T I O N E Q U A L T O O R B E T T E R T H A N T H E E X I S T I N G C O N D I T I O N . C O N T R A C T O R I S S O L E L Y R E S P O N S I B L E F O R A N Y C I V I L P E N A L T I E S R E S U L T I N G F R O M T H E I R W O R K U N D E R T H I S C O N T R A C T . 4 . N O D E M O L I T I O N M A T E R I A L S S H A L L B E D I S P O S E D O F O N - S I T E . A L L D E B R I S S H A L L B E H A U L E D O F F - S I T E T O A D I S P O S A L A R E A A P P R O V E D B Y A P P R O P R I A T E G O V E R N M E N T A L A U T H O R I T I E S F O R T H E H A N D L I N G O F D E M O L I T I O N D E B R I S . W O R K S I T E S H A L L B E L E F T I N A C O N D I T I O N T H A T M I N I M I Z E S E R O S I O N P O T E N T I A L O N A N I G H T L Y B A S E . 5 . L I M I T C O N S T R U C T I O N A C T I V I T I E S T O T H E R E M O V A L L I M I T S S H O W N O N T H E P L A N . A L L C O N S T R U C T I O N A C T I V I T I E S S H A L L C O M P L Y W I T H L O C A L O R D I N A N C E S . 6 . C O N S T R U C T I O N E N T R A N C E S H A L L B E I N P L A C E A S S O O N A S D E M O L I T I O N O P E R A T I O N S A L L O W . S E E S H E E T C 2 . 0 1 F O R E R O S I O N C O N T R O L M E A S U R E S A N D A P P R O P R I A T E S T A G I N G . 7 . P R O V I D E N E C E S S A R Y B A R R I C A D E S , S U F F I C I E N T L I G H T S , S I G N S A N D O T H E R P E D E S T R I A N A N D T R A F F I C C O N T R O L M E T H O D S A S M A Y B E N E C E S S A R Y F O R T H E P R O T E C T I O N A N D S A F E T Y O F T H E P U B L I C A N D M A I N T A I N T H R O U G H O U T T H E L I F E O F T H E P R O J E C T . P E R V I O U S A R E A 8 4 8 . 8 7 8 4 8 . 7 7 8 4 7 . 4 1 5.0% 8 4 7 . 2 ± M A T C H 8 4 7 . 0 ± M A T C H 8 4 7 . 1 7 8 4 7 . 3 0 8 4 7 . 5 4 8 4 7 . 4 7 T C 8 4 7 . 7 1 2.0% 2.0% 4.4%2.0% 8 4 8 . 8 7 8 4 8 . 8 7 8 4 8 . 7 7 8 4 8 . 7 7 8 4 8 . 3 7 8 4 8 . 3 7 8 4 8 . 2 7 8 4 7 . 7 7 8 4 8 . 2 7 T C 0.9% 8 4 8 . 6 9 0 . 7 % 8 4 8 . 2 4 8 4 8 . 0 0 T C 8 4 8 . 0 7 1 . 0 % 8 4 8 . 6 1 8 4 7 . 6 T C ± M A T C H 8 4 7 . 9 ± M A T C H E X I S T I N G B R O O K L Y N C E N T E R S E C O N D A R Y S C H O O L F F E 8 4 8 . 8 7 P R O P O S E D A D D I T I O N F F E 8 4 8 . 8 7 8 4 6 . 6 ± M A T C H 8 4 6 . 7 ± M A T C H 8 4 7 . 1 ± M A T C H 8 4 7 . 0 ± M A T C H 8 4 7 . 9 1 T C 2 . 0 % 2 . 0 % 2 . 0 % 2.0% 8 4 8 8 4 8 3.1% ± 2 , 2 5 0 S F 1 9 2 , 0 2 4 S F 8 4 8 . 2 2 5.0% 4.4% 2.0% 8 4 8 . 6 5 8 4 8 . 6 9 5'8.9'5' 5' 8 4 6 . 8 ± M A T C H 8 4 7 . 0 ± M A T C H 8 4 7 . 1 ± M A T C H T R E E P R O T E C T I O N F E N C E ( T Y P ) T R E E P R O T E C T I O N F E N C E ( T Y P ) A 2 C 5 . 0 1 B I O R O L L S E D I M E N T C O N T R L ( T Y P ) A 3 C 5 . 0 1 C O N S T R U C T I O N E N T R A N C E A 1 C 5 . 0 1 C O L U M N ( T Y P ) C O L U M N ( T Y P ) B I O R O L L S E D I M E N T C O N T R O L ( T Y P ) 3 0 1 0 S C A L E I N F E E T K n o w w h a t ' s b e l o w . C a l l b e f o r e y o u d i g . R © T S P , I n c . 2 0 1 8 I S S U E S S H E E T N U M B E R S H E E T T I T L E C 1 A B 2 3 D E 1 2 3 4 5 6 4 5 6 A B C D E T S P , I n c . P R O J E C T T I T L E 4 3 0 2 n d S t r e e t E x c e l s i o r , M N 5 5 3 3 1 ( 9 5 2 ) 4 7 4 - 3 2 9 1 w w w . t e a m t s p . c o m I S S U E D A T E C H E C K E D B Y D R A W N B Y P R O J E C T # LISTED DRAWINGS SCALE(S) UNLESS REDUCED FROM ORIGINAL 30 x 42 FORMAT C O N S U L T A N T S A r c h i t e c t u r e E n g i n e e r i n g P l a n n i n g 5/29/2018 9:36:34 AM I:\_TSP Revit Local\05161256.2 BROOKLYN CTR ISD286 MIDDLE-HIGH ADDITION & REMODEL_A17_GrothmanJR.rvt SITE AND BUILDING PLAN REVIEW SUBMITTAL 6 5 0 0 H U M B O L D T A V E N U E N O R T H B R O O K L Y N C E N T E R , M N 5 5 4 3 0 M I D D L E S C H O O L & H I G H S C H O O L - A D D I T I O N A N D R E M O D E L I N G B R O O K L Y N C E N T E R I S D # 2 8 6 L T H 0 6 / 1 2 / 2 0 1 8 M J W 0 5 1 6 1 2 5 6 . 2 9 0 1 N 3 r d S T R E E T , S U I T E 1 2 0 M I N N E A P O L I S , M N 5 5 4 0 1 w w w . e l a n l a b . c o m p 6 1 2 . 2 6 0 . 7 9 8 0 f 6 1 2 . 2 6 0 . 7 9 9 0 I h e r e b y c e r t i f y t h a t t h i s p l a n w a s p r e p a r e d b y m e , o r u n d e r m y d i r e c t s u p e r v i s i o n , a n d t h a t I a m a d u l y L i c e n s e d P r o f e s s i o n a l E n g i n e e r u n d e r t h e l a w s o f t h e s t a t e o f M I N N E S O T A . M a r c e l l e J . W e s l o c k , P E , L E E D A P 4 2 3 2 3 0 6 / 1 2 / 2 0 1 8 R E G I S T R A T I O N N O . D A T E S I T E A N D B U I L D I N G P L A N R E V I E W S U B M I T T A L 0 6 / 1 2 / 2 0 1 8 C O N S T R U C T I O N N O T F O R C 1 G R A D I N G & E R O S I O N C O N T R O L P L A N 1 " = 1 0 ' G R A D I N G & E R O S I O N C O N T R O L P L A N C 2 . 0 1 E R O S I O N C O N T R O L L E G E N D T R E E P R O T E C T I O N F E N C E B I O R O L L S E D I M E N T C O N T R O L G R A D I N G & E R O S I O N C O N T R O L N O T E S 1 . V E R I F Y A L L F I E L D C O N D I T I O N S A N D U T I L I T Y L O C A T I O N S P R I O R T O E X C A V A T I O N / C O N S T R U C T I O N . I F A N Y D I S C R E P A N C I E S O R U N K N O W N U T I L I T I E S A R E F O U N D T H A T I M P A C T D E S I G N O R I M P A I R C O N S T R U C T I O N , T H E E N G I N E E R A N D O W N E R S H O U L D B E I M M E D I A T E L Y N O T I F I E D . 2 . R E L O C A T E B E N C H M A R K S A S N E C E S S A R Y W I T H N E W B E N C H M A R K L O C A T I O N S W I T H I N A T O L E R A N C E O F 0 . 0 1 0 V E R T I C A L F E E T . 3 . T H E P R O P O S E D G R A D E S S H O W N O N T H E G R A D I N G P L A N A R E F I N I S H E D G R A D E S . S P O T E L E V A T I O N S A L O N G C U R B L I N E S R E P R E S E N T T H E F L O W L I N E U N L E S S O T H E R W I S E N O T E D . 4 . G R A D I N G A C T I V I T Y W H I C H B L O C K S T R A F F I C O F A N Y S T R E E T , A L L E Y , O R D R I V E I S S U B J E C T T O A P P R O V A L B Y T H E C I T Y O F B R O O K L Y N C E N T E R . 5 . C O N T R A C T O R S H A L L S T O P W O R K I M M E D I A T E L Y A N D N O T I F Y T H E A R C H I T E C T I F C O N T A M I N A N T S A R E F O U N D I N T H E E X I S T I N G S O I L S . 6 . A L O N G A C C E S S I B L E R O U T E S , C R O S S - S L O P E S S H A L L N O T E X C E E D 2 . 0 % A N D L O N G I T U D I N A L S L O P E S S H A L L N O T E X C E E D 5 % . 7 . C O N T R A C T O R S H A L L S E E D , F E R T I L I Z E A N D M U L C H A L L D I S T U R B E D A R E A S F O L L O W I N G F I N A L G R A D I N G A C T I V I T I E S . 8 . A L L G R A D E S W I T H I N T H E L A N D S C A P E D A R E A S H A L L N O T E X C E E D 3 H O R I Z O N T A L T O 1 V E R T I C A L A N D H A V E A M I N I M U M G R A D E O F 2 % . 9 . A L L P A V E M E N T G R A D E S S H A L L B E A S F O L L O W S U N L E S S O T H E R W I S E N O T E D : A S P H A L T P A V E M E N T - 1 . 5 % M I N I M U M , 5 % M A X I M U M C O N C R E T E P A V E M E N T - 0 . 5 % M I N I M U M , 5 % M A X I M U M 1 0 . F O L L O W A L L L O C A L , C O U N T Y , W A T E R S H E D , A N D S T A T E R E Q U I R E M E N T S C O V E R I N G S T O R M W A T E R C O M P L I A N C E . 1 1 . T H E C O N T R A C T O R S H A L L L I M I T T H E I R A C T I V I T I E S T O T H E G R A D I N G L I M I T S S H O W N O N T H E G R A D I N G P L A N . A L L C O N S T R U C T I O N A C T I V I T I E S S H A L L C O M P L Y W I T H L O C A L O R D I N A N C E . T H E C O N T R A C T O R S H A L L S C H E D U L E T H E I R O P E R A T I O N S T O M I N I M I Z E T H E D I S T U R B E D A R E A A T A N Y G I V E N T I M E . I M P E R V I O U S P E R V I O U S E X I S T I N G P R O P O S E D B U I L D I N G T O T A L I M P V N P D E S A R E A S U M M A R Y T O T A L * 0 S F ( 0 . 0 0 A C ) P A V E M E N T 4 , 7 2 5 S F ( 0 . 1 1 A C ) 4 , 7 2 5 S F ( 0 . 1 1 A C ) 3 , 2 7 0 S F ( 0 . 0 7 A C ) 7 , 9 9 5 S F ( 0 . 1 8 A C ) 2 , 2 5 0 S F ( 0 . 0 5 A C ) 4 , 5 2 7 S F ( 0 . 1 0 A C ) 6 , 7 7 7 S F ( 0 . 1 5 A C ) 1 , 2 1 8 S F ( 0 . 0 3 A C ) 7 , 9 9 5 S F ( 0 . 1 8 A C ) * T A B L E R E P R E S E N T S D I S T U R B E D A R E A O N L Y © T S P , I n c . 2 0 1 8 I S S U E S S H E E T N U M B E R S H E E T T I T L E C 1 A B 2 3 D E 1 2 3 4 5 6 4 5 6 A B C D E T S P , I n c . P R O J E C T T I T L E 4 3 0 2 n d S t r e e t E x c e l s i o r , M N 5 5 3 3 1 ( 9 5 2 ) 4 7 4 - 3 2 9 1 w w w . t e a m t s p . c o m I S S U E D A T E C H E C K E D B Y D R A W N B Y P R O J E C T # LISTED DRAWINGS SCALE(S) UNLESS REDUCED FROM ORIGINAL 30 x 42 FORMAT C O N S U L T A N T S A r c h i t e c t u r e E n g i n e e r i n g P l a n n i n g 5/29/2018 9:36:34 AM I:\_TSP Revit Local\05161256.2 BROOKLYN CTR ISD286 MIDDLE-HIGH ADDITION & REMODEL_A17_GrothmanJR.rvt SITE AND BUILDING PLAN REVIEW SUBMITTAL 6 5 0 0 H U M B O L D T A V E N U E N O R T H B R O O K L Y N C E N T E R , M N 5 5 4 3 0 M I D D L E S C H O O L & H I G H S C H O O L - A D D I T I O N A N D R E M O D E L I N G B R O O K L Y N C E N T E R I S D # 2 8 6 L T H 0 6 / 1 2 / 2 0 1 8 M J W 0 5 1 6 1 2 5 6 . 2 9 0 1 N 3 r d S T R E E T , S U I T E 1 2 0 M I N N E A P O L I S , M N 5 5 4 0 1 w w w . e l a n l a b . c o m p 6 1 2 . 2 6 0 . 7 9 8 0 f 6 1 2 . 2 6 0 . 7 9 9 0 I h e r e b y c e r t i f y t h a t t h i s p l a n w a s p r e p a r e d b y m e , o r u n d e r m y d i r e c t s u p e r v i s i o n , a n d t h a t I a m a d u l y L i c e n s e d P r o f e s s i o n a l E n g i n e e r u n d e r t h e l a w s o f t h e s t a t e o f M I N N E S O T A . M a r c e l l e J . W e s l o c k , P E , L E E D A P 4 2 3 2 3 0 6 / 1 2 / 2 0 1 8 R E G I S T R A T I O N N O . D A T E S I T E A N D B U I L D I N G P L A N R E V I E W S U B M I T T A L 0 6 / 1 2 / 2 0 1 8 C O N S T R U C T I O N N O T F O R D E T A I L S C 5 . 0 1 S A W C U T A L L E D G E S . R E M O V E B I T U M I N O U S A N D E N O U G H A G G R E G A T E B A S E M A T E R I A L T O A C C O M M O D A T E N E W P A V E M E N T . M I L L 1 / 2 T H I C K N E S S O F E X I S T I N G P A V E M E N T 1 2 " W E A R C O U R S E N O N - W E A R C O U R S E A G G R E G A T E B A S E S A W C U T N E W P A V E M E N T T A C K C O A T A L L E D G E S E 1 B I T U M I N O U S I N T E R L O C K A T M A T C H L I N E N O S C A L E N O T E : 1 2 " S A W C U T N E W P A V E M E N T T A C K C O A T A L L E D G E S A T C U R B A T P A V E M E N T 4 " 1 / 2 T H I C K N E S S O F E X I S T I N G P A V E M E N T 4" E 5 S I D E W A L K C O N C R E T E P A V E M E N T S E C T I O N N O S C A L E 4 " A G G R E G A T E B A S E 8 " S C A R I F I E D A N D C O M P A C T E D S U B G R A D E 2"2"6" A S P H A L T S U R F A C E C O U R S E A S P H A L T B A S E C O U R S E A G G R E G A T E B A S E 8 " S C A R I F Y A N D R E C O M P A C T S U B G R A D E E 4 A S H P A L T P A V E M E N T S E C T I O N N O S C A L E A 1 5 0 ' M I N . A S I N D I C A T E D O N P L A N 6 " M I N I M U M D E P T H O F 1 " - 2 " D I A . W A S H E D R O C K G E O T E X T I L E F A B R I C U N D E R L Y I N G M A I N T A I N R O C K E N T R A N C E T O P R E V E N T T R A C K I N G M U D O N T O P U B L I C S T R E E T S . A D D R O C K O R R E I N S T A L L T H E R O C K E N T R A N C E A S N E C E S S A R Y . N O S C A L E R O C K C O N S T R U C T I O N E N T R A N C E N O S C A L E E 3 V E R T I C A L C U R B F I L L E R S E A L E R S U R F A C E P A V E M E N T J O I N T 3 / 4 " B A C K E R M A T E R I A L J O I N T 3 / 4 " D J O I N T S E A L E R W B A C K E R T D C O N T R A C T I O N J O I N T M A T E R I A L P A V E M E N T S U R F A C E C R A C K I N I T I A L S A W C U T ( 1 / 8 " ) J O I N T B O T T O M O R I N S E R T W = W I D T H O F S E A L A N T R E S E R V O I R ( 1 / 2 " ( M I N ) , 5 / 8 " ( M A X ) ) D = D E P T H O F S E A L A N T ( 1 . 0 T O 1 . 5 W ) T = 1 / 4 S L A B T H I C K N E S S I S O L A T I O N / E X P A N S I O N J O I N T N O T E : T O P O F S E A L A N T W I L L B E 1 / 8 " T O 1 / 4 " B E L O W T O P O F P A V E M E N T S U R F A C E F O R E X T E R I O R P A V E M E N T S 1 . D 3 J O I N T S E A L A N T N O S C A L E D R I P L I N E 4 - F T M I N N O T E S : 1 . 2 . 3 . 6 - F T . H I G H T E M P O R A R Y O R A N G E C O N S T R U C T I O N F E N C E S H A L L B E P L A C E D A T T H E D R I P L I N E O F T H E T R E E T O B E S A V E D . F E N C E S H A L L C O M P L E T E L Y E N C I R C L E T H E T R E E ( S ) . I N S T A L L F E N C E P O S T S U S I N G P I E R B L O C K S O N L Y . A V O I D D R I V I N G P O S T S O R S T A K E S I N T O M A J O R R O O T S . F O R R O O T S O V E R 1 - I N D I A . T H A T A R E D A M A G E D D U R I N G C O N S T R U C T I O N , M A K E A C L E A N , S T R A I G H T C U T T O R E M O V E T H E D A M A G E D P O R T I O N . A L L E X P O S E D R O O T S S H A L L B E T E M P O R A R I L Y C O V E R E D W I T H D A M P B U R L A P T O P R E V E N T D R Y I N G , A N D S H A L L B E C O V E R E D W I T H S O I L A S S O O N A S P O S S I B L E . W O R K W I T H I N P R O T E C T I O N F E N C E S H A L L B E D O N E M A N U A L L Y . N O S T O C K P I L I N G O F M A T E R I A L S , V E H I C U L A R T R A F F I C , O R S T O R A G E O F E Q U I P M E N T O R M A C H I N E R Y S H A L L B E A L L O W E D W I T H I N T H E L I M I T O F T H E F E N C I N G . A 2 T R E E P R O T E C T I O N N O S C A L E 45°' F L O W F L O W F L O W F L O W S T A K E A 3 N O S C A L E B I O R O L L S E D I M E N T C O N T R O L 8 " - 1 2 " B I O R O L L S E D I M E N T C O N T R O L L O G 2 " X 2 " X 1 6 " L O N G W O O D E N S T A K E S A T 1 2 " S P A C I N G . S T A K E S S H A L L B E D R I V E N T H R O U G H T H E B A C K H A L F O F T H E F I L T E R L O G A T A N A N G L E O F 4 5 d W I T H T H E T O P O F T H E S T A K E P O I N T I N G U P S T R E A M . R U N O F F F L O W 8 " - 1 2 " B I O R O L L S E D I M E N T C O N T R O L L O G U S E K N I T T E D P O L Y P R O P Y L E N E T U B E S F O R T E M P O R A R Y I N S T A L L A T I O N S O R J U T E O R B U R L A P W H E N D E G R A D A T I O N I N P L A C E I S D E S I R E D . C A U L K W A T E R P R O O F C E M E N T H A R D W O O D W E D G E S A L U M F L A S H C O L L A R D R Y S A N D 1 " P V C 2 ' - 6 " 6" S T E E L S U P P O R T P L A T E ( 6 " ) W E L D T O G R O U N D S P I K E G R O U N D I N G S P I K E 1 / 2 " S T E E L B A S E P L A T E 1 / 4 " G A L V S T E E L T U B E 1 / 8 C U Y D O F 1 " R O C K T I G H T L Y T A M P E D S T E E L W E D G E S C O N C R E T E B A S E D E P T H A N D D I A M E T E R T O B E D E T E R M I N E D B Y T H E C O N T R A C T O R A N D C E R T I F I E D B Y A S T R U C T U R A L E N G I N E E R D 1 F L A G P O L E B A S E N O S C A L E 1 2 " 3'7' S A L V A G E D S I G N F I N I S H G R A D E 3 0 0 0 P S I C O N C R E T E N O T E S : 1 . C O N S T R U C T A L L S I G N S W I T H E I T H E R S I N G L E S H E E T S T E E L ( 0 . 0 5 9 8 " M I N . T H I C K N E S S ) O R S I N G L E S H E E T A L U M I N U M ( 0 1 0 0 " M I N . T H I C K N E S S ) F U R N I S H E D W I T H A L L C O N N E C T O R S O R B A C K I N G Z E E S , P O S T S , A N D F O O T I N G S . 2 . P O S T S S H A L L B E 1 2 . 5 ' ' L O N G ( M I N I M U M ) H O T - R O L L E D H I G H T E N S I L E R A I L S T E E L , P E R F O R A T E D W I T H 3 / 8 " H O L E S A T 1 " C E N T E R S , F I N I S H E D W I T H B R O W N B A K E D E N A M E L .1" D 2 S I G N M O U N T I N G N O S C A L E B 1 P E D E S T R I A N C U R B R A M P 5 ' 2' 2 ' 3 ' 2 ' 3 ' 6'VARIES 4' MIN. C O N C R E T E S I D E W A L K L A N D I N G 1 : 1 0 F L A R E 1 : 1 0 F L A R E 0 " C U R B H E I G H T F U L L C U R B H E I G H T F U L L C U R B H E I G H T T R U N C A T E D D O M E P A V E R S W / S E A L E D G R O U T J O I N T S 6 " T R U N C A T E D D O M E P A V E R S W / S E A L E D G R O U T J O I N T S 2 ' M I N . P A V E M E N T D E T E C T A B L E W A R N I N G P L A T E S S H A L L B E N E E N A H Q U I C K C O N N E C T P L A T E S 4 9 8 4 - 2 4 Q O R R A D I U S P L A T E S P E R P L A N I N U N C O A T E D C O N D I T I O N . I N S T A L L A T I O N S T E P S 1 . C O N N E C T P L A T E S T O G E T H E R ( M I N I M U M O F T W O ) 2 . P O U R C O N C R E T E 3 . U S E S U P P L I E D L I F T I N G S P R I N G S A N D C O N S T R U C T I O N 2 X 4 O R P I P E T O L I F T P L A T E S I N T O P O S I T I O N 4 . S E T P L A T E S I N W E T C O N C R E T E A T F I N A L P O S I T I O N 5 . R E M O V E L I F T I N G S P R I N G S 6 . P R E S S A S S E M B L Y I N T O W E T C O N C R E T E T O F I N A L E L E V A T I O N 7 . F I N I S H C O N C R E T E A R O U N D A S S E M B L Y 8 . R E M O V E A N Y W E T C O N C R E T E T H A T M A Y H A V E S P I L L E D O N C O N C R E T E 9 . A V O I D S P R A Y I N G C U R I N G C O M P O U N D O N P L A T E S M A X I M U M 2 % C R O S S S L O P E A N D 1 2 : 1 R U N - S E E P L A N 8" MINIMUM M A T C H O U T S I D E E D G E O F C U R B A G G R E G A T E B A S E S P E C I F I E D S I D E W A L K T H I C K N E S S C O N C R E T E S I D E W A L K 1 / 2 " E X P A N S I O N J O I N T 1 1 / 2 " R A D I U S V E R T I C A L C U R B P A V E M E N T 1 2 " m i n 6 " 1 " 5 " 1'-6" M A X I M U M S P A C I N G 1 0 0 ' . A L S O U S E W H E N A B U T T I N G B U I L D I N G S . S P A C I N G : S E E P L A N 1 / 4 " R 1 / 4 " R J O I N T S E A L E R S E E D 3 / C 5 . 0 1 E X P A N S I O N J O I N T T O O L E D C O N T R O L J O I N T 4" SIDEWALK 1 / 2 " 1/2" 3 / 8 " 1 / 8 " 4" WALK 1" D 4 S I D E W A L K J O I N T N O S C A L E S A L V A G E D F L A G P O L E 3 5 ' M O U N T I N G H E I G H T E X I S T I N G T R E E S O D A T H A R D S C A P E ( T Y P ) A 5 L 1 . 0 1 F L A G P O L E E X I S T I N G O R N A M E N T A L T R E E E X I S T I N G T R E E E X I S T I N G T R E E E X I S T I N G L I G H T P O L E ( T Y P ) T R E E P L A N T I N G ( T Y P ) D 5 L 1 . 0 1 6 5 T H A V E N U E N 1 0 P A 1 0 P A 1 0 P A E D G I N G A T P L A N T I N G B E D ( T Y P ) B 5 L 1 . 0 1 S H R U B P L A N T I N G ( T Y P ) C 5 L 1 . 0 1 1 S R 1 S R 1 S R P A R K I N G S I G N E X I S T I N G B R O O K L Y N C E N T E R S E C O N D A R Y S C H O O L P R O P O S E D A D D I T I O N ± 2 , 2 5 0 S F 1 9 2 , 0 2 4 S F 3 0 1 0 S C A L E I N F E E T K n o w w h a t ' s b e l o w . 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P R O J E C T T I T L E 4 3 0 2 n d S t r e e t E x c e l s i o r , M N 5 5 3 3 1 ( 9 5 2 ) 4 7 4 - 3 2 9 1 w w w . t e a m t s p . c o m I S S U E D A T E C H E C K E D B Y D R A W N B Y P R O J E C T # LISTED DRAWINGS SCALE(S) UNLESS REDUCED FROM ORIGINAL 30 x 42 FORMAT C O N S U L T A N T S A r c h i t e c t u r e E n g i n e e r i n g P l a n n i n g 5/29/2018 9:36:34 AM I:\_TSP Revit Local\05161256.2 BROOKLYN CTR ISD286 MIDDLE-HIGH ADDITION & REMODEL_A17_GrothmanJR.rvt SITE AND BUILDING PLAN REVIEW SUBMITTAL 6 5 0 0 H U M B O L D T A V E N U E N O R T H B R O O K L Y N C E N T E R , M N 5 5 4 3 0 M I D D L E S C H O O L & H I G H S C H O O L - A D D I T I O N A N D R E M O D E L I N G B R O O K L Y N C E N T E R I S D # 2 8 6 L T H 0 6 / 1 2 / 2 0 1 8 M J W 0 5 1 6 1 2 5 6 . 2 9 0 1 N 3 r d S T R E E T , S U I T E 1 2 0 M I N N E A P O L I S , M N 5 5 4 0 1 w w w . e l a n l a b . c o m p 6 1 2 . 2 6 0 . 7 9 8 0 f 6 1 2 . 2 6 0 . 7 9 9 0 0 6 / 1 2 / 2 0 1 8 R E G I S T R A T I O N N O . D A T E S I T E A N D B U I L D I N G P L A N R E V I E W S U B M I T T A L 0 6 / 1 2 / 2 0 1 8 C O N S T R U C T I O N N O T F O R A 1 L A N D S C A P E P L A N 1 " = 1 0 ' L A N D S C A P E P L A N L 1 . 0 1 L E G E N D S O D Q U A N T . K E Y C O M M O N N A M E S C I E N T I F I C N A M E S I Z E R O O T C O N D . M A T U R E S I Z E P L A N T S C H E D U L E S U B S T I T U T I O N S : I F A N Y S U B S T I T U T I O N S A R E R E Q U I R E D , S U B M I T W R I T T E N D O C U M E N T S A N D P R O P O S E D S U B S T I T U T I O N S T O L A N D S C A P E A R C H I T E C T F O R A P P R O V A L 5 D A Y S P R I O R T O P U R C H A S E A N D / O R I N S T A L L A T I O N . L A N D S C A P E N O T E S 4 ' H X 4 ' W P O T P I C E E A A B I E S ' P U M I L A ' D W A R F N O R W A Y S P R U C E 3 0 P A P L A N T I N G S O I L ( S E E L A N D S C A P E N O T E S ) M U L C H ( S E E L A N D S C A P E N O T E S ) E D G I N G ( S E E L A N D S C A P E N O T E S ) H O L D S O D D E D A R E A 1 " B E L O W P A V I N G S U R F A C E R E M O V E A L L P O T A N D A L L P L A S T I C L O O S E N R O O T S P R I O R T O P L A N T I N G C 5 S H R U B P L A N T I N G N O S C A L E B 5 E D G I N G A T P L A N T I N G B E D N O S C A L E A 5 S O D A T H A R D S C A P E E D G E N O S C A L E S C A R I F Y S I D E S A N D B O T T O M P R I O R T O P L A N T I N G 1 2 " M I N . P R O V I D E P L A N T I N G B E D 1 2 " M I N . A R O U N D P L A N T S M A K E S A U C E R A R O U N D P L A N T S T O P S O I L ( S E E L A N D S C A P E N O T E S ) P L A N T I N G S O I L ( S E E L A N D S C A P E N O T E S ) M U L C H ( S E E L A N D S C A P E N O T E S ) E D G I N G ( S E E L A N D S C A P E N O T E S ) T O P O F E D G I N G T O B E M A X I M U M 1 / 2 " A B O V E S U R F A C E M A T E R I A L 1 2 " M I N . P R O V I D E P L A N T I N G B E D 1 2 " M I N . A R O U N D P L A N T S I N S T A L L S T A K E S P E R M A N U F A C T U R E R ' S I N S T A L L A T I O N G U I L D L I N E S T O P O F M U L C H B E L O W T O P O F P A V E M E N T 2 4 " M I N . T O P A V E M E N T 3 0 " H T . D 5 T R E E P L A N T I N G N O S C A L E 2 5 ' H X 2 0 ' W B & B S Y R I N G A R E T I C U L A T A J A P A N E S E T R E E L I L A C 3 S R 2 . 5 " C A L . I h e r e b y c e r t i f y t h a t t h i s p l a n w a s p r e p a r e d b y m e , o r u n d e r m y d i r e c t s u p e r v i s i o n , a n d t h a t I a m a d u l y L i c e n s e d L a n d s c a p e A r c h i t e c t u n d e r t h e l a w s o f t h e s t a t e o f M I N N E S O T A . P i l a r s i n e e S a r a i t h o n g 4 5 0 5 9 1 . L A N D S C A P E C O N T R A C T O R I S R E S P O N S I B L E F O R F I N I S H E D G R A D I N G A N D P O S I T I V E S U R F A C E D R A I N A G E I N A L L L A N D S C A P E A R E A S . L A N D S C A P E C O N T R A C T O R M U S T E N S U R E T H A T T H E F I N A L G R A D E S A R E M E T A S S H O W N O N G R A D I N G P L A N . I F A N Y D I S C R E P A N C I E S A R E F O U N D , I M M E D I A T E L Y N O T I F Y L A N D S C A P E A R C H I T E C T F O R R E S O L U T I O N . 2 . A L L P L A N T M A T E R I A L S A R E T O C O N F O R M W I T H S T A T E & L O C A L C O N S T R U C T I O N S T A N D A R D S A N D T H E C U R R E N T A D D I T I O N O F T H E A M E R I C A N A S S O C I A T I O N O F N U R S E R Y M E N S T A N D A R D S . A L L P L A N T M A T E R I A L S A R E T O B E H E A L T H Y , H A R D Y S T O C K , A N D F R E E F R O M A N Y D I S E A S E S , D A M A G E , A N D D I S F I G U R A T I O N . 3 . Q U A N T I T I E S O F P L A N T S L I S T E D O N T H E P L A N A R E T O G O V E R N A N Y D I S C R E P A N C Y B E T W E E N T H E Q U A N T I T I E S S H O W N O N T H E P L A N T S C H E D U L E A N D P L A N . P L A C E P L A N T S I N P R O P E R S P A C I N G F O L L O W I N G L A Y O U T F I G U R E S . 4 . T O P S O I L A N D P L A N T I N G S O I L T O B E A S I N D I C A T E D I N S P E C I F I C A T I O N S , F R E E O F C H E M I C A L C O N T A M I N A N T S , D E B R I S , L A R G E R O C K S G R E A T E R T H A N 1 / 2 " D I A M E T E R , A N D F R A G M E N T S O F W O O D . S U B S O I L S H A L L B E S C A R I F I E D T O A D E P T H O F 4 " B E F O R E P L A N T I N G S O I L I S S P R E A D . 5 . S P R E A D P L A N T I N G S O I L A T M I N I M U M E I G H T E E N ( 1 8 ) I N C H D E E P I N A L L P L A N T I N G B E D S P R I O R T O P L A N T I N G . T H O R O U G H L Y W A T E R T W I C E T O F A C I L I T A T E C O N S O L I D A T I O N P R I O R T O P L A N T I N G . D O N O T O V E R L Y C O M P A C T S O I L . 6 . S O D S H O W N O N L A N D S C A P E P L A N T O B E I N S T A L L E D B Y L A N D S C A P E C O N T R A C T O R . S O D T O B E M N D O T 3 8 7 8 . 2 A , D E N S E , A N D O F U N I F O R M T E X T U R E , F R E E O F W E E D S A N D D I S E A S E . A P P L Y M I N I M U M S I X ( 6 ) I N C H E S O F S E L E C T T O P S O I L B O R R O W A N D T H O R O U G H L Y A P P L Y F E R T I L I Z E R T O B E F O R E L A Y I N G S O D . L A N D S C A P E C O N T R A C T O R T O M A I N T A I N S O D D E D A R E A S I N H E A L T H Y C O N D I T I O N U N T I L F I R M L Y R O O T E D . 7 . M U L C H T O B E S H R E D D E D H A R D W O O D B A R K M U L C H , C O N S I S T E D O F R A W W O O D M A T E R I A L F R O M T I M B E R A N D B E A P R O D U C T O F A M E C H A N I C A L C H I P P E R , H A M M E R M I L L , O R T U B G R I N D E R . T H E M A T E R I A L S H A L L B E S U B S T A N T I A L L Y F R E E O F M O L D , D I R T , S A W D U S T , A N D F O R E I G N M A T E R I A L A N D S H A L L N O T B E I N A N A D V A N C E D S T A T E O F D E C O M P O S I T I O N . T H E M A T E R I A L S H A L L N O T C O N T A I N C H I P P E D U P M A N U F A C T U R E D B O A R D S O R C H E M I C A L L Y T R E A T E D W O O D , I N C L U D I N G , B U T N O T L I M I T E D T O , W A T E R B O A R D , P A R T I C L E B O A R D , A N D C H R O M A T E D C O P P E R A R S E N A T E ( C C A ) O R P E N T A T R E A T E D W O O D . T H E M A T E R I A L S H A L L B E T W I C E - G R O U N D / S H R E D D E D , S U C H T H A T ; N O I N D I V I D U A L P I E C E S H A L L E X C E E D 2 I N C H E S I N A N Y D I M E N S I O N . 8 . A P P L Y T H R E E ( 3 ) I N C H D E P T H O F S H R E D D E D H A R D W O O D B A R K M U L C H I N F O U R ( 4 ) F O O T D I A M E T E R R I N G A R O U N D A L L T R E E S . N O A L U M I N U M E D G I N G I S R E Q U I R E D . 9 . E D G E A L L S H R U B B E D S W I T H 3 / 1 6 " X 4 " M I L L F I N I S H E D A L U M I N U M E D G I N G W I T H S T A K E S . A L L E D G I N G T O B E C O M M E R C I A L G R A D E . 1 0 . A P P L Y T H R E E ( 3 ) I N C H D E P T H O F S H R E D D E D H A R D W O O D B A R K M U L C H I N A L L S H R U B B E D A R E A S . 1 1 . T R E E P L A N T I N G A N D S H R U B A R E A S S H A L L B E I R R I G A T E D W I T H A N U N D E R G R O U N D I R R I G A T I O N S Y S T E M . N O W A T E R I S A L L O W E D O N A N Y P A V E M E N T , P A R K I N G , W A L K W A Y , A N D B U I L D I N G . T H E I R R I G A T I O N C O N T R A C T O R I S T O D E S I G N A N D S U B M I T S H O P D R A W I N G O F I R R I G A T I O N D E S I G N A N D C A L C U L A T I O N S T O L A N D S C A P E A R C H I T E C T F O R R E V I E W 5 D A Y S P R I O R T O P U R C H A S I N G A N D I N S T A L L A T I O N . I R R I G A T I O N D E S I G N I S T O M E E T A L L C I T Y A N D S T A T E P L U M B I N G C O D E S A N D R E Q U I R E M E N T S . 1 2 . F O L L O W L A N D S C A P E D E T A I L S F O R A L L I N S T A L L A T I O N , U N L E S S O T H E R W I S E N O T E D . 1 3 . L A N D S C A P E C O N T R A C T O R S H A L L M A I N T A I N P L A N T S I N B O T H P R I V A T E P R O P E R T Y A N D R I G H T - O F - W A Y I N H E A L T H Y C O N D I T I O N T H R O U G H O U T W A R R A N T Y P E R I O D . M A I N T E N A N C E S H A L L I N C L U D E M U L C H I N G , P R U N I N G , W A T E R I N G , A N D R E P L A C I N G D E A D M A T E R I A L S . T H E W A R R A N T Y P E R I O D I S O N E F U L L Y E A R F R O M D A T E O F P R O V I S I O N A L A C C E P T A N C E U N T I L F I N A L A C C E P T A N C E . W A R R A N T Y P E R I O D F O R P L A N T M A T E R I A L I N S T A L L E D A F T E R J U N E 1 S T S H A L L C O M M E N C E T H E F O L L O W I N G Y E A R . SHEET GENERAL NOTES: UP UP UP UP W UP KEY NOTES: FLOOR PLAN A. ALL PENETRATIONS THROUGH FIRE RATED WALLS SHALL COMPLY WITH THE BUILDING CODE AND NFPA. B. PROVIDE BLOCKING AT PARTITIONS AS REQUIRED FOR MOUNTING OF FURNISHED AND NON- FURNISHED WALL MOUNTED ITEMS. C. ALIGN FINISHED FACE OF CONTINUOUS PARTITIONS THAT CHANGE PARTITION TYPES ALONG A STRAIGHT RUN. D. EDGE OF INTERIOR DOOR FRAMES TO BE 4" FROM ADJACENT WALL, UNLESS NOTED OTHERWISE. E. REFER TO SHEET A-601 FOR DOOR SCHEDULE AND TYPES. F. REFER TO SHEET A-602 FOR WINDOW TYPES. G. ALL WALL DIMENSIONS ARE TO FACE OF GYPSUM BOARD, CMU, BRICK, OR CONCRETE; UNLESS NOTED OTHERWISE. H. ALL WALLS ARE TO BE TYPE A3AS U.N.O. DOOR TAG ROOM TAG REVISION TAG FIRE EXTINGUISHER CABINETFEC FIRE EXTINGUISHERFE KEYNOTE TAG WALL TAG CARD READERCR FLOOR PLAN LEGEND 101 NAME WINDOW TAG 1 W1 A1-A REV EQUIPMENT TAGXXX CJ MASONRY CONTROL JOINT 101B CJ GYPSUM BOARD CONTROL JOINT 1 HR FIRE BARRIER. REF LIFE SAFETY PLANS 2 HR FIRE BARRIER. REF LIFE SAFETY PLANS ELECTRICAL PANEL. REF ELECTRICAL PLANS NOTE: NOT ALL KEYNOTES MAY BE USED ON EACH PLAN FLOOR PLAN 1. XXX 2. YYY I Hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota. ARCHITECT Date: Print Name: Signature: License # Robert R. Collins 53244 NORTH AREA 'A'AR E A ' B ' AREA 'D'AREA 'C' AREA 'E' AREA 'F' AREA 'G' AREA 'H' © TSP, Inc. 2018 ISSUES SHEET NUMBER SHEET TITLE C 1 A B 2 3 D E 1 2 3 4 5 6 4 5 6 A B C D E TSP, Inc. PROJECT TITLE N OT F OR C O N ST R UC T ION 430 2nd Street Excelsior, MN 55331 (952) 474-3291 www.teamtsp.com ISSUE DATE CHECKED BY DRAWN BY PROJECT # LI S T E D D R A W I N G S S C A L E ( S ) U N L E S S R E D U C E D F R O M O R I G I N A L 3 0 x 4 2 F O R M A T CONSULTANTS Architecture Engineering Planning 06/12/2018 6/ 1 2 / 2 0 1 8 1 2 : 4 1 : 5 1 P M I: \ _ T S P R e v i t L o c a l \ 0 5 1 6 1 2 5 6 . 2 B R O O K L Y N C T R I S D 2 8 6 M I D D L E - H I G H A D D I T I O N & R E M O D E L _ A 1 7 _ c o l l i n s r r . r v t OVERALL FLOOR PLAN AP111 SI T E P L A N R E V I E W S U B M I T T A L 6500 HUMBOLDT AVENUE NORTH BROOKLYN CENTER, MN 55430 MIDDLE SCHOOL & HIGH SCHOOL - ADDITION AND REMODELING BROOKLYN CENTER ISD #286 Author06/12/2018 RRC05161256.2 PLAN NORTH THIS SHEET CONTAINS COLOR-CODED INFORMATION. THIS SHEET SHOULD BE PRINTED IN COLOR. TSP LOGO TO THE RIGHT SHOULD BE RED. SCALE: 1" = 30'-0" FIRST LEVEL FLOOR PLAN - OVERALL MARK DATE DESCRIPTION SHEET GENERAL NOTES: KEY NOTES: A144 SCIENCE LAB A145 PLTW LAB (STEAM) A141 SCIENCE LAB A142 SCIENCE STORAGE A143 SCIENCE LAB A146 PLTW LAB (STEAM) A138 GENDER NEUTRAL RR A140 MALE RESTROOM A147 LOCKED STORAGE A148 TEACHER WORK AREA A136 EXIST MECH A149 EL C/R A150 CLASSROOM A151 CLASSROOM A127 SP ED CENTER BASED C/R A130 SHARED RESTROOM A129 BREAK OUT A132 SP ED CENTER BASED C/R A126 VESTIBULE A114 HEALTH RESOURCE A112 CLASSROOM A111 CLASSROOM A110 SP ED CENTER BASED C/R A109 SP ED STORAGE A108 BREAK OUT A106 SP ED RESOURCE C/R A104 SP ED RESOURCE C/R A103 EL C/R A102 CLASSROOM A139 FEMALE RESTROOM A137 COMMONS A101 CORRIDOR A134 STAFF RR A135 JANITOR A131 HEALTH RESOURCE VISION A-410 A3 11 ' - 4 " 6'- 8 " 10 ' - 8 " 5'- 0 " 2' - 6 " 9' - 1 0 " 5'- 8 3 / 8 " + / - 5' - 0 " 3' - 1 1 5 / 8 " 5'-0" 7'-4" 20'-0" 26 ' - 0 " 9'-0" A1 0 2 A1 0 3 A1 4 3 A A1 4 3 B A1 4 1 A A108A A108B A109B A1 0 9 A A142A A1 4 4 B A1 4 2 B A142C A1 4 4 A A1 4 6 B A1 4 6 A A1 4 5 B F1 0 8 A1 5 1 A1 5 0 A1 4 9 A1 4 8 A130A A129A A129B A130B A1 3 4 A1 3 6 A138 A143C B1 0 1 C MB MB8 MB8 MB8 MB8 MB8 MB8 MB8 MB8 MB8 MB8 MB8 MB8 MB8 MB8 MB8 MB8 MB8 5'- 4 " A-404 C2 A-404 B2 A-404 A2 A1 4 1 B M8A 27'-0" 27'-0" 15'-0 3/4" M6A M6A M6A M8A M8A M8A M8A M6A M6B M8A M8A M8A M8A M6B 14'-5 3/8" 16'-10 1/4" 6'-8" 1'-6" 38'-1" 41'-11 5/8" 33'-8 3/8" 20'-8 3/8" 34'-9 5/8" M4A 1'-4" A115 WAITING A125 TOILET A124 WORK A116 RECEPTION A123 EXAM A122 EXAM A117 OFFICE A118 OFFICE A119 OFFICE A120 EXAM A113 HEALTH A121 EXAM A128 BREAK OUT MB8 MB8 MB8 MB8 TB MB MB MB A-410 E1 MB MB MB MB8 MB8 MB8 MB8 MB8 MB8 MB8 MB8 MB8 MB MB TB A133 BREAK OUT A1 3 3 TB 8'- 0 " A128 MB MB MB MB MB MB MB6 MB8 TB MB8 MB8 MB8 TB MB8 MB6 5' - 0 " MB MB MB MB MB MB MB MB MB MB MB MB MB8 MB8 MB8 MB8 MB8 MB8 TB TB TB MB8 MB8 MB8 MB8 MB8 MB8 MB8 MB8 MB8 MB8 TB TB MB8 MB8 MB8 MB8 2'- 0 " 1'-10" 24'-3" 1'-7 3/8" MB8 MB8 MB8 MB8 MB8 MB8 MB8 MB8 TB TB TB MB8 MB8 TB TB MB8 MB8 A1 4 5 A F1-a A-410 D1 A-410 E3 A-410 E4 E5 A-410 A1 A-410 A2 A-410 A4\ A-410 A5 A-410 B2 A-410 B1 A-410 C2 A-410 C1 A-410 C4 A-410 C3 A-410 D1 A-410 D1 A-410 E1 A-410 E1 A-410 E1 A-410 E1 A-410 E1 A-410 E1 A-410 E1 FLOOR PLAN A. ALL PENETRATIONS THROUGH FIRE RATED WALLS SHALL COMPLY WITH THE BUILDING CODE AND NFPA. B. PROVIDE BLOCKING AT PARTITIONS AS REQUIRED FOR MOUNTING OF FURNISHED AND NON- FURNISHED WALL MOUNTED ITEMS. C. ALIGN FINISHED FACE OF CONTINUOUS PARTITIONS THAT CHANGE PARTITION TYPES ALONG A STRAIGHT RUN. D. EDGE OF INTERIOR DOOR FRAMES TO BE 4" FROM ADJACENT WALL, UNLESS NOTED OTHERWISE. E. REFER TO SHEET A-601 FOR DOOR SCHEDULE AND TYPES. F. REFER TO SHEET A-602 FOR WINDOW TYPES. G. ALL WALL DIMENSIONS ARE TO FACE OF GYPSUM BOARD, CMU, BRICK, OR CONCRETE; UNLESS NOTED OTHERWISE. H. ALL WALLS ARE TO BE TYPE A3AS U.N.O. NOTE: NOT ALL KEYNOTES MAY BE USED ON EACH PLAN FLOOR PLAN 1. XXX 2. YYY I Hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota. ARCHITECT Date: Print Name: Signature: License # Robert R. Collins 53244 NORTH AREA 'A'AR E A ' B ' AREA 'D'AREA 'C' AREA 'E' AREA 'F' AREA 'G' AREA 'H' © TSP, Inc. 2018 ISSUES SHEET NUMBER SHEET TITLE C 1 A B 2 3 D E 1 2 3 4 5 6 4 5 6 A B C D E TSP, Inc. PROJECT TITLE N OT F OR C O N ST R UC T ION 430 2nd Street Excelsior, MN 55331 (952) 474 -3291 www.teamtsp.com ISSUE DATE CHECKED BY DRAWN BY PROJECT # LI S T E D D R A W I N G S S C A L E ( S ) U N L E S S R E D U C E D F R O M O R I G I N AL 3 0 x 4 2 F O R M A T CONSULTANTS Architecture Engineering Planning 06/12/2018 6/ 1 2 / 2 0 1 8 1 2 : 4 2 : 1 1 P M I: \ _ T S P R e v i t L o c a l \ 0 5 1 6 1 2 5 6 . 2 B R O O K L Y N C T R I S D 2 8 6 MI D D L E - H I G H A D D I T I O N & R E M O D E L _ A 1 7 _ c o l l i n s r r . r v t FIRST LEVEL FLOOR PLAN - AREA A AP111A SI T E P L A N R E V I E W S U B M I T T A L 6500 HUMBOLDT AVENUE NORTH BROOKLYN CENTER, MN 55430 MIDDLE SCHOOL & HIGH SCHOOL - ADDITION AND REMODELING BROOKLYN CENTER ISD #286 Author 06/12/2018 RRC 05161256.2 SCALE: 1/8" = 1'-0" A1 FIRST LEVEL FLOOR PLAN - AREA A PLAN NORTH MARK DATE DESCRIPTION SHEET GENERAL NOTES: KEY NOTES: B119 MAGNET COORDINATOR B108 WORK ROOM B120 POLICE LIAISON B143 AVID B141 IT SERVER B140 IT OFFICE B139A JANITOR B138 GEND NEUTRAL TLT B134 FAMILY RESOURCE B137 MALE RESTROOM B136 FEMALE RESTROOM B126 NURSE B127 TOILET B124 TOILET B159 CLASSROOM B158 CLASSROOM B153 CONFERENCE B156 COMMUNITY PARTNER - THERAPY B146 STORAGE B152 SOCIAL WORKER B151 SOCIAL WORKER B149 WAITING B145 GRAPHIC ARTS B154 GUIDANCE B122 Q-COMP B118 COMMUNITY PARTNER B131 OFFICE B132 EXAM B142 MECH ROOM B129 CONFERENCE ROOM B128 OFFICE B155 GUIDANCE B148 ACADEMIC ENRICHMENT B106 ATTENDANCE B105 RECEPTION / WAITING B144 COMMONS B101 VESTIBULE B102 CORRIDOR B103 VESTIBULE B104 CORRIDOR B150 CORRIDOR B157 CORRIDOR B107 CORRIDOR B107 CORRIDOR 11'-11 5/8" 12 ' - 0 " 5'- 4 " 11'-11 5/8"10'-6"10'-6"10'-6"10'-6"8'-0"1'-5"6'-9"6'-4"18'-10" 8'- 0 3 / 4 " 9'- 5 1 / 2 " 7'- 0 " 10'-7" 3'-4" 14 ' - 0 " 12 ' - 8 " 6'-6"17'-4" 6'- 2 " 11 ' - 5 3 / 4 " 7'- 0 1 / 2 " B135 COMMUNITY LIASON B130 NEOPATH WAITING B133 STORAGE 11'-4" 11'-10"10'-7 5/8"24'-8"12'-0"24'-8" 12 ' - 1 0 " 13 ' - 4 " 5'- 4 " 28 ' - 4 " 47'-1 5/8"12'-0" 9'- 5 1 / 4 " 9'- 4 " 9'- 4 " 12'-11 1/8"5'-5 1/2"12'-2"16'-8"34'-8 1/4" 10 ' - 4 " 10 ' - 4 " 5'-4"5'-4" B134 B1 3 5 B130 B133 B1 3 1 B1 3 2 B1 2 0 B1 2 2 B107 B1 0 1 C B1 0 1 D B1 0 1 A B1 0 1 B B1 0 3 B B105B B1 2 7 B1 2 6 B1 2 9 B1 2 8 B138 B1 3 9 A B1 4 0 B1 4 2 B1 4 3 B1 2 4 B1 4 5 A B1 4 8 B1 4 9 B151 B152 B153 B154 B155 B150 B1 5 6 B145B B1 4 6 B1 5 8 B1 5 9 F112 MB8 MB8 MB8 MB8 MB8 MB8 MB8 MB8 MB8 MB8 B119 B118 B113 COMMUNITY ED OFFICE B112 SPEECH, PHYCH OFFICE B111 DISTRICT MENTOR B125 LACTATION ROOMB123 VAULT B121 STORAGE 10'-6"5'-4"16'-0"13'-0"8'-6"10'-0" B1 2 1 B1 2 3 B1 1 3 B1 1 2 B1 1 1 B109 ENROLLMENT B110 ASSISTANT PRINCIPAL B114 ASSISTANT PRINCIPAL B115 PRINCIPAL ASSISTANT B116 PRINCIPAL 19'-0"12'-4"12'-4"12'-4"11'-0" B1 1 6 B1 1 5 B1 1 4 B1 0 9 A-405 B2 B1 2 5 B106 3'-0" B105A M8A M8A M8A M8A M8A M8A M8A M8A M8A WX M8A M8A WX M8A M8A M8A D2A M8A M8A D3A D3AD3A M4A TA-GB1 M4A 12 ' - 2 " 12 ' - 2 " 11 ' - 4 " 5'- 4 " 10 ' - 6 " 8'- 6 " 10 ' - 6 " 12'-6 5/8" 3'- 0 " 10'-8"6'-0"6'-0"6'-0"6'-0"6'-0"6'-0"6'-0"6'-0"6'-0"4'-8"6'-0"8'-0"16'-0" WX B3 A-301 A1 A-301 D3 A-301 B1 A-301 83'-2 5/8" 4'- 8 " 48 49 50 B1 1 0 13'-8" 8'-8" B1 3 9 B B139B ELECTRICAL 1'-4" 12'-1 3/4" B147 ART DISPLAY 3'-2 5/8" B1 0 3 A A-411E2 E3 TBTB MB8 MB8MB8 MB8 TB MB8 MB8 MB8 MB8 MB8 MB8 MB8 MB8MB8MB8 F1-b F1-a 16 ' - 8 " 6'- 0 " F3 F3 F3 F3 F5 MB8 MB8 2'- 0 " C135 F3 F3 A-410 E1 A-410 E1 A-411 E1 A-411 E4 A-411 C3 FLOOR PLAN A. ALL PENETRATIONS THROUGH FIRE RATED WALLS SHALL COMPLY WITH THE BUILDING CODE AND NFPA. B. PROVIDE BLOCKING AT PARTITIONS AS REQUIRED FOR MOUNTING OF FURNISHED AND NON- FURNISHED WALL MOUNTED ITEMS. C. ALIGN FINISHED FACE OF CONTINUOUS PARTITIONS THAT CHANGE PARTITION TYPES ALONG A STRAIGHT RUN. D. EDGE OF INTERIOR DOOR FRAMES TO BE 4" FROM ADJACENT WALL, UNLESS NOTED OTHERWISE. E. REFER TO SHEET A-601 FOR DOOR SCHEDULE AND TYPES. F. REFER TO SHEET A-602 FOR WINDOW TYPES. G. ALL WALL DIMENSIONS ARE TO FACE OF GYPSUM BOARD, CMU, BRICK, OR CONCRETE; UNLESS NOTED OTHERWISE. H. ALL WALLS ARE TO BE TYPE A3AS U.N.O. NOTE: NOT ALL KEYNOTES MAY BE USED ON EACH PLAN FLOOR PLAN 1. XXX 2. YYY B119 MAGNET COORDINATOR B118 COMMUNITY PARTNER B106 ATTENDANCE B105 RECEPTION / WAITING B101 VESTIBULE B103 VESTIBULE 11'-11 5/8" B1 0 1 C B1 0 1 D B1 0 1 A B1 0 1 B B1 0 3 B A-201 A1 B109 ENROLLMENT B116 PRINCIPAL B1 0 9 B105A 12 ' - 2 " 12 ' - 2 " 12'-0"2'-0"16'-0"2'-0"12'-0"2'-0" 3'- 0 " B3 A-301 A1 A-301 B1 A-301 48 50 B1 0 3 A MB8 F1-b F1-a 16 ' - 8 " 6'- 0 " F3 F5 2'- 0 " F3 F3 A-411E1 A-411 A-411E5 A-411 E6 D5 D6 A-411 D4 A-411 A-411 E4 A-411 C3 A-411 C5 A-411 C4 C6 B3 A-301 A1 A-301 48 F5 I Hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota. ARCHITECT Date: Print Name: Signature: License # Robert R. Collins 53244 NORTH AREA 'A'AR E A ' B ' AREA 'D'AREA 'C' AREA 'E' AREA 'F' AREA 'G' AREA 'H' © TSP, Inc. 2018 ISSUES SHEET NUMBER SHEET TITLE C 1 A B 2 3 D E 1 2 3 4 5 6 4 5 6 A B C D E TSP, Inc. PROJECT TITLE N OT F OR C O N ST R UC T ION 430 2nd Street Excelsior, MN 55331 (952) 474-3291 www.teamtsp.com ISSUE DATE CHECKED BY DRAWN BY PROJECT # LI S T E D D R A W I N G S S C A L E ( S ) U N L E S S R E D U C E D F R O M O R I G I N A L 3 0 x 4 2 F O R M A T CONSULTANTS Architecture Engineering Planning 06/12/2018 6/ 1 2 / 2 0 1 8 1 2 : 4 2 : 3 2 P M I: \ _ T S P R e v i t L o c a l \ 0 5 1 6 1 2 5 6 . 2 B R O O K L Y N C T R I S D 2 8 6 M I D D L E - H I G H A D D I T I O N & R E M O D E L _ A 1 7 _ c o l l i n s r r . r v t FIRST LEVEL FLOOR PLAN - AREA B AP111B SI T E P L A N R E V I E W S U B M I T T A L 6500 HUMBOLDT AVENUE NORTH BROOKLYN CENTER, MN 55430 MIDDLE SCHOOL & HIGH SCHOOL - ADDITION AND REMODELING BROOKLYN CENTER ISD #286 Author06/12/2018 RRC05161256.2 SCALE: 1/8" = 1'-0" FIRST LEVEL FLOOR PLAN - AREA B SCALE: 1/8" = 1'-0" FIRST LEVEL FLOOR PLAN - AREA B - CANOPIES SCALE: 1/8" = 1'-0"3 FIRST LEVEL FLOOR PLAN - AREA B - CLERESTORY PLAN NORTH MARK DATE DESCRIPTION UP UP W SHEET GENERAL NOTES: KEY NOTES: C102 CAFETERIA C103 ALA CART C114 STORAGE C113 ELEC C115 FACULTY LOUNGE C116 TOILET C117 TOILET C124 THE PIT VGVG STAIR C119 MS FEMALE LOCKER ROOM C126 PE STORAGE C127 CORRIDOR C123 HS FEMALE LOCKER ROOM C120 PE OFFICE C122 COACHES C130 PE STORAGE C131 AD OFFICE C132 FACS C133 DEAN OFFICE C135 ALTERNATE TO SUSPENSION C118 GYMNASIUM C101 CORRIDOR C108 DISH ROOM C111 OFFICE C110 CASH OFFICE C109 TOILET C106 KITCHEN C105 STORAGE C107 WALK IN COOLER C112 WALK IN FREEZER C104 SERVING LINE C128 FEMALE OFFICIAL C129 TOILET B103 VESTIBULE B104 CORRIDOR C121 COACHES LOCKER ROOM 23'-0" 19'-0" C125 PE STORAGE 2'-0" 9'-8" 14'-0" 4'-8" 1'- 4 " 9'-4" 14'-0" 2'- 0 " 5'-0" 3'-8" 4'-8" B1 0 3 B C1 3 3 A C1 3 3 B C1 3 2 B C1 3 2 A C1 3 1 C118 C124 C1 2 3 C1 2 8 C129 C126 C1 2 5 C1 2 0 B C1 2 2 B C1 2 2 A C1 2 0 A MB8 MB8 MB8 A-402 A1 C121B C121A M8A M12A A3B A3B M6B M8A M6B 1'- 8 " 1'- 6 " B1 0 3 A AP111B 3 F5 MB8 MB8 8'-3" 2' - 8 " MB8 A-411 A1 A3 A5 C135 C101 E119B E132 E131 E129 E127 A-201 B4 FLOOR PLAN A. ALL PENETRATIONS THROUGH FIRE RATED WALLS SHALL COMPLY WITH THE BUILDING CODE AND NFPA. B. PROVIDE BLOCKING AT PARTITIONS AS REQUIRED FOR MOUNTING OF FURNISHED AND NON- FURNISHED WALL MOUNTED ITEMS. C. ALIGN FINISHED FACE OF CONTINUOUS PARTITIONS THAT CHANGE PARTITION TYPES ALONG A STRAIGHT RUN. D. EDGE OF INTERIOR DOOR FRAMES TO BE 4" FROM ADJACENT WALL, UNLESS NOTED OTHERWISE. E. REFER TO SHEET A-601 FOR DOOR SCHEDULE AND TYPES. F. REFER TO SHEET A-602 FOR WINDOW TYPES. G. ALL WALL DIMENSIONS ARE TO FACE OF GYPSUM BOARD, CMU, BRICK, OR CONCRETE; UNLESS NOTED OTHERWISE. H. ALL WALLS ARE TO BE TYPE A3AS U.N.O. NOTE: NOT ALL KEYNOTES MAY BE USED ON EACH PLAN FLOOR PLAN 1. XXX 2. YYY I Hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota. ARCHITECT Date: Print Name: Signature: License # Robert R. Collins 53244 NORTH AREA 'A'AR E A ' B ' AREA 'D'AREA 'C' AREA 'E' AREA 'F' AREA 'G' AREA 'H' © TSP, Inc. 2018 ISSUES SHEET NUMBER SHEET TITLE C 1 A B 2 3 D E 1 2 3 4 5 6 4 5 6 A B C D E TSP, Inc. PROJECT TITLE N OT F OR C O N ST R UC T ION 430 2nd Street Excelsior, MN 55331 (952) 474 -3291 www.teamtsp.com ISSUE DATE CHECKED BY DRAWN BY PROJECT # LI S T E D D R A W I N G S S C A L E ( S ) U N L E S S R E D U C E D F R O M O R I G I N AL 3 0 x 4 2 F O R M A T CONSULTANTS Architecture Engineering Planning 06/12/2018 6/ 1 2 / 2 0 1 8 1 2 : 4 2 : 5 3 P M I: \ _ T S P R e v i t L o c a l \ 0 5 1 6 1 2 5 6 . 2 B R O O K L Y N C T R I S D 2 8 6 MI D D L E - H I G H A D D I T I O N & R E M O D E L _ A 1 7 _ c o l l i n s r r . r v t FIRST LEVEL FLOOR PLAN - AREA C AP111C SI T E P L A N R E V I E W S U B M I T T A L 6500 HUMBOLDT AVENUE NORTH BROOKLYN CENTER, MN 55430 MIDDLE SCHOOL & HIGH SCHOOL - ADDITION AND REMODELING BROOKLYN CENTER ISD #286 Author 06/12/2018 RRC 05161256.2 SCALE: 1/8" = 1'-0" FIRST LEVEL FLOOR PLAN - AREA C PLAN NORTH MARK DATE DESCRIPTION UP UP SHEET GENERAL NOTES: KEY NOTES: D116 THEATER CLASSROOM D119 STORAGE D120 PRACTICE D118 PRACTICE D106 AUDITORIUM D102 LOBBY D105 CONTROL BOOTH D101 VESTIBULE D103 COATS/TICKETS D104 JAN/MECH D110 PAES LAB D113 WOMEN RESTROOM D114 MEN RESTROOM D115 CORR D111 ELEC D112 CORRIDOR D117 CHOIR D121 OFFICE D107 STAGE D108 SCENE SHOP D109 STORAGE D126 BAND D128 STORAGE D124 OFFICE D122 CORRIDOR D125 PRACTICE D127 STORAGE D123 PRACTICE D116 FLOOR PLAN A. ALL PENETRATIONS THROUGH FIRE RATED WALLS SHALL COMPLY WITH THE BUILDING CODE AND NFPA. B. PROVIDE BLOCKING AT PARTITIONS AS REQUIRED FOR MOUNTING OF FURNISHED AND NON- FURNISHED WALL MOUNTED ITEMS. C. ALIGN FINISHED FACE OF CONTINUOUS PARTITIONS THAT CHANGE PARTITION TYPES ALONG A STRAIGHT RUN. D. EDGE OF INTERIOR DOOR FRAMES TO BE 4" FROM ADJACENT WALL, UNLESS NOTED OTHERWISE. E. REFER TO SHEET A-601 FOR DOOR SCHEDULE AND TYPES. F. REFER TO SHEET A-602 FOR WINDOW TYPES. G. ALL WALL DIMENSIONS ARE TO FACE OF GYPSUM BOARD, CMU, BRICK, OR CONCRETE; UNLESS NOTED OTHERWISE. H. ALL WALLS ARE TO BE TYPE A3AS U.N.O. NOTE: NOT ALL KEYNOTES MAY BE USED ON EACH PLAN FLOOR PLAN 1. XXX 2. YYY I Hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota. ARCHITECT Date: Print Name: Signature: License # Robert R. Collins 53244 NORTH AREA 'A'AR E A ' B ' AREA 'D'AREA 'C' AREA 'E' AREA 'F' AREA 'G' AREA 'H' © TSP, Inc. 2018 ISSUES SHEET NUMBER SHEET TITLE C 1 A B 2 3 D E 1 2 3 4 5 6 4 5 6 A B C D E TSP, Inc. PROJECT TITLE N OT F OR C O N ST R UC T ION 430 2nd Street Excelsior, MN 55331 (952) 474-3291 www.teamtsp.com ISSUE DATE CHECKED BY DRAWN BY PROJECT # LI S T E D D R A W I N G S S C A L E ( S ) U N L E S S R E D U C E D F R O M O R I G I N A L 3 0 x 4 2 F O R M A T CONSULTANTS Architecture Engineering Planning 06/12/2018 6/ 1 2 / 2 0 1 8 1 2 : 4 3 : 0 6 P M I: \ _ T S P R e v i t L o c a l \ 0 5 1 6 1 2 5 6 . 2 B R O O K L Y N C T R I S D 2 8 6 M I D D L E - H I G H A D D I T I O N & R E M O D E L _ A 1 7 _ c o l l i n s r r . r v t FIRST LEVEL FLOOR PLAN - AREA D AP111D SI T E P L A N R E V I E W S U B M I T T A L 6500 HUMBOLDT AVENUE NORTH BROOKLYN CENTER, MN 55430 MIDDLE SCHOOL & HIGH SCHOOL - ADDITION AND REMODELING BROOKLYN CENTER ISD #286 Author06/12/2018 RRC05161256.2 SCALE: 1/8" = 1'-0" FIRST LEVEL FLOOR PLAN - AREA D PLAN NORTH MARK DATE DESCRIPTION SHEET GENERAL NOTES: KEY NOTES: E103 GYMNASIUM E118 PE OFFICE E117 COACHES LOCKER ROOM E115 MS MALE LOCKER ROOM E114 AUX GYM STORAGE E108 WOMEN DRESSING E109 TOILET E111 TOILET E110 MEN DRESSING E125 ELECTRICAL ST02 STAIR E129 TRAINING ROOM E130 STORAGE E131 GENDER NEUTRAL SHOWER E126 BOILER ROOM E124 LAUNDRY E123 CUSTODIAN OFFICE E122 PERFORMING ARTS STORAGE E121 ELEC E120 EQUIPMENT ROOM E113 BOILER ROOM E107 CORRIDOR E102 CORRIDOR E104 WEIGHT ROOME105 PHY ED E106 S&R E132 GENDER NEUTRAL SHOWER E127 MALE OFFICIAL E128 TOILET E116 COACHES E119 HS MALE LOCKER ROOM E101 VESTIBULE M6B M8A M6B M6A M8A M6A M8A M8AM8A M6A M6A M8A M6A M8A M6A M8AM6A M6A M8A M6A M8A M6A M8A M6A M8A M8A M8A M6A M6A 4'-8"7'-6"10'-1 7/8"2'-0"8'-5 5/8"35'-4 7/8"3'-5 5/8"12'-2 3/8"31'-3 5/8" 9'-9 5/8"7'-4" 3'-4" 7'-3 3/4"10'-7 5/8"2'-0"10'-4"9'-9 7/8"10'-1 1/4"3'-5 5/8"3'-5 5/8"3'-5 5/8"1'-8 3/8"11'-10 3/8"17'-0"29'-3 5/8"2'-0" M12A M8A M12A 3'- 6 " 5'- 3 3 / 8 " 3'- 5 5 / 8 " 14 ' - 8 " 9'- 5 " 13 ' - 5 3 / 4 " 9'- 6 3 / 8 " 17 ' - 2 1 / 8 " 10 ' - 3 1 / 4 " 17 ' - 3 " 12 ' - 8 3 / 8 " 9'- 1 1 5 / 8 " 18 ' - 4 7 / 8 " 3'- 5 5 / 8 " 3'- 5 5 / 8 " 4'- 9 1 / 2 " 4'- 5 3 / 4 " 5'- 3 5 / 8 " A 1' - 8 " 1'- 6 " MB8 E115 E116A E118AE118B E117B E117A E116B E119A E130 E125 E119BE132E131 E129 E128 E127 FLOOR PLAN A. ALL PENETRATIONS THROUGH FIRE RATED WALLS SHALL COMPLY WITH THE BUILDING CODE AND NFPA. B. PROVIDE BLOCKING AT PARTITIONS AS REQUIRED FOR MOUNTING OF FURNISHED AND NON- FURNISHED WALL MOUNTED ITEMS. C. ALIGN FINISHED FACE OF CONTINUOUS PARTITIONS THAT CHANGE PARTITION TYPES ALONG A STRAIGHT RUN. D. EDGE OF INTERIOR DOOR FRAMES TO BE 4" FROM ADJACENT WALL, UNLESS NOTED OTHERWISE. E. REFER TO SHEET A-601 FOR DOOR SCHEDULE AND TYPES. F. REFER TO SHEET A-602 FOR WINDOW TYPES. G. ALL WALL DIMENSIONS ARE TO FACE OF GYPSUM BOARD, CMU, BRICK, OR CONCRETE; UNLESS NOTED OTHERWISE. H. ALL WALLS ARE TO BE TYPE A3AS U.N.O. NOTE: NOT ALL KEYNOTES MAY BE USED ON EACH PLAN FLOOR PLAN 1. XXX 2. YYY I Hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota. ARCHITECT Date: Print Name: Signature: License # Robert R. Collins 53244 NORTH AREA 'A'AR E A ' B ' AREA 'D'AREA 'C' AREA 'E' AREA 'F' AREA 'G' AREA 'H' © TSP, Inc. 2018 ISSUES SHEET NUMBER SHEET TITLE C 1 A B 2 3 D E 1 2 3 4 5 6 4 5 6 A B C D E TSP, Inc. PROJECT TITLE N OT F OR C O N ST R UC T ION 430 2nd Street Excelsior, MN 55331 (952) 474-3291 www.teamtsp.com ISSUE DATE CHECKED BY DRAWN BY PROJECT # LI S T E D D R A W I N G S S C A L E ( S ) U N L E S S R E D U C E D F R O M O R I G I N A L 3 0 x 4 2 F O R M A T CONSULTANTS Architecture Engineering Planning 06/12/2018 6/ 1 2 / 2 0 1 8 1 2 : 4 3 : 1 7 P M I: \ _ T S P R e v i t L o c a l \ 0 5 1 6 1 2 5 6 . 2 B R O O K L Y N C T R I S D 2 8 6 M I D D L E - H I G H A D D I T I O N & R E M O D E L _ A 1 7 _ c o l l i n s r r . r v t FIRST LEVEL FLOOR PLAN - AREA E AP111E SI T E P L A N R E V I E W S U B M I T T A L 6500 HUMBOLDT AVENUE NORTH BROOKLYN CENTER, MN 55430 MIDDLE SCHOOL & HIGH SCHOOL - ADDITION AND REMODELING BROOKLYN CENTER ISD #286 Author06/12/2018 RRC05161256.2 SCALE: 1/8" = 1'-0" FIRST LEVEL FLOOR PLAN - AREA E PLAN NORTH MARK DATE DESCRIPTION SHEET GENERAL NOTES: KEY NOTES: F111 CLASSROOM F110 CLASSROOM F109 ART F108 ART/PLTW STORAGE F107 PLTW LAB (STEAM)F106 CLASSROOM F105 CLASSROOM F117 MEDIA CENTER COPY ROOM F104 STAFF RR F102 CLASSROOM F119 WORK ROOM/OFFICE F116 MEDIA ROOM F115 ASC F114 SP ED COORDINATOR F113 DEAN'S OFFICE F101 CORRIDOR F112 WAITING F103 CORRIDOR G102 ALCOVE G103 MECH ROOM 19 ' - 2 3 / 4 " 8'- 0 " 7'-4"2'-8" F104 F1 0 7 F1 0 8 F1 0 9 A F109C F1 0 9 B A1 5 1 A1 5 0 A1 4 9 A1 4 8 G1 1 3 F1 1 5 F1 1 4 F112 F1 1 3 MB8 MB8 MB8 MB8 MB8 MB8 MB8 MB8MB8MB8MB8MB8MB8MB8 A-403 C2 F1 1 6 M6B 7'-8" M8A M6AM6A M4A 9'-8" WX WX WX 13 ' - 1 1 " 12 ' - 1 0 " 13 ' - 3 1 / 2 " WX 25'-1" M8A 8'-7" F117A RACK ROOM F117A F117 TB TB MB8 MB8 F118 SP ED FLEX 18 ' - 6 " MB8 MB8 MB8 MB8 2'- 4 " MB8 MB8 MB8 MB8MB8 MB8 MB8 MB8 TB TB MB8 MB8 TB TB MB8 MB8 MB8 MB8 MB8 MB8 MB8MB8 MB8 MB8 MB8 MB8 TB 25'-8" TB MB8 MB8MB8 MB8 MB8 MB8 A-410 E1 A-410 E1 A-410 E1 A-410 E1 A-410 E1 A-412 D1 A-412 D3 A-412E5 E4 A-412E1 A-412 E2 A-412D4 A-412 D5C5C6 A-413 E1 FLOOR PLAN A. ALL PENETRATIONS THROUGH FIRE RATED WALLS SHALL COMPLY WITH THE BUILDING CODE AND NFPA. B. PROVIDE BLOCKING AT PARTITIONS AS REQUIRED FOR MOUNTING OF FURNISHED AND NON- FURNISHED WALL MOUNTED ITEMS. C. ALIGN FINISHED FACE OF CONTINUOUS PARTITIONS THAT CHANGE PARTITION TYPES ALONG A STRAIGHT RUN. D. EDGE OF INTERIOR DOOR FRAMES TO BE 4" FROM ADJACENT WALL, UNLESS NOTED OTHERWISE. E. REFER TO SHEET A-601 FOR DOOR SCHEDULE AND TYPES. F. REFER TO SHEET A-602 FOR WINDOW TYPES. G. ALL WALL DIMENSIONS ARE TO FACE OF GYPSUM BOARD, CMU, BRICK, OR CONCRETE; UNLESS NOTED OTHERWISE. H. ALL WALLS ARE TO BE TYPE A3AS U.N.O. NOTE: NOT ALL KEYNOTES MAY BE USED ON EACH PLAN FLOOR PLAN 1. XXX 2. YYY I Hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota. ARCHITECT Date: Print Name: Signature: License # Robert R. Collins 53244 NORTH AREA 'A'AR E A ' B ' AREA 'D'AREA 'C' AREA 'E' AREA 'F' AREA 'G' AREA 'H' © TSP, Inc. 2018 ISSUES SHEET NUMBER SHEET TITLE C 1 A B 2 3 D E 1 2 3 4 5 6 4 5 6 A B C D E TSP, Inc. PROJECT TITLE N OT F OR C O N ST R UC T ION 430 2nd Street Excelsior, MN 55331 (952) 474-3291 www.teamtsp.com ISSUE DATE CHECKED BY DRAWN BY PROJECT # LI S T E D D R A W I N G S S C A L E ( S ) U N L E S S R E D U C E D F R O M O R I G I N A L 3 0 x 4 2 F O R M A T CONSULTANTS Architecture Engineering Planning 06/12/2018 6/ 1 2 / 2 0 1 8 1 2 : 4 3 : 3 2 P M I: \ _ T S P R e v i t L o c a l \ 0 5 1 6 1 2 5 6 . 2 B R O O K L Y N C T R I S D 2 8 6 M I D D L E - H I G H A D D I T I O N & R E M O D E L _ A 1 7 _ c o l l i n s r r . r v t FIRST LEVEL FLOOR PLAN - AREA F AP111F SI T E P L A N R E V I E W S U B M I T T A L 6500 HUMBOLDT AVENUE NORTH BROOKLYN CENTER, MN 55430 MIDDLE SCHOOL & HIGH SCHOOL - ADDITION AND REMODELING BROOKLYN CENTER ISD #286 Author06/12/2018 RRC05161256.2 SCALE: 1/8" = 1'-0" FIRST LEVEL FLOOR PLAN - AREA F PLAN NORTH MARK DATE DESCRIPTION UP SHEET GENERAL NOTES: KEY NOTES: G101 CUSTODIAN SHOP G127 KILN G126 PUG MILL G124 3D ART G123 LOCKED STORAGE G121 ELEC G132 STUDIO G130 STORAGE G129 COMPUTER/ PHOTO LAB G134 TEACHER WORK AREA G138 2D ART G139 STAFF RESTROOM G140 EL C/R G141 CCC LOUNGE/COMPUTERS G142 CCC OFFICE G143 CCC OFFICE G144 CCC OFFICE G145 CCC CONF G116 PLTW LAB (STEAM) G115 PLTW STORAGE G112 PLTW STORAGE G113 PLTW LAB (STEAM) G111 PLTW LAB (STEAM) G110 GENDER NEUTRAL RESTROOM G109 STAFF RESTROOM G137 FEMALE RESTROOM G136 MALE RESTROOM G128 CLASSROOM G108 SP ED RESOURCE C/R G107 SP ED RESOURCE C/R G105 CLASSROOM G122 CLASSROOM G135 COMMONS G104 CORRIDOR G114 PLTW LAB (STEAM) G117 CORRIDOR G125 STORAGE G131 CONTROL ROOM G106 CLASSROOM G102 ALCOVE G103 MECH ROOM G133 STAIR G120 CORRIDOR 6'-8"10'-0" G1 2 7 G1 2 6 G1 2 5 G123 G124A G129 G134 G108 G109 G110 G139G140 G1 4 5 G1 4 4 G1 4 3 G1 4 2 G116A G114B G111A G1 1 3 MB8MB8 MB8 MB8 30 STUDENTS MB8 MB8 MB8MB8 MB8 MB8 MB8 MB8 MB8 MB8 MB8 MB8 MB8 MB8 MB8 MB8 A-406 E1 A-406 B2 M8A M8A M8A M8A M8A M8A 41 ' - 3 3 / 4 " 39 ' - 2 1 / 4 " 13 ' - 4 " 7'-8" 18 ' - 6 " MB8 MB8 MB8 MB8 10 ' - 0 " 10 ' - 0 " 8'- 0 " 2'- 4 " 8'- 0 " 3'- 4 " MB8 TB TB TB TB G1 4 1 A G1 4 1 B MB8 MB8MB8 MB8 MB8 MB6MB6 MB8 MB8MB6 MB6 MB6 MB6 MB8 MB8 TB MB8 MB8 MB8 MB8 MB8 MB8MB8 MB8 MB8 MB8 TB MB8MB8 TB MB8 MB8 MB8 MB8 TB TB MB8 MB8 MB8 MB8TB MB8 MB8 TB MB8 MB8 TB MB8 MB8 MB8MB8 MB8MB8 MB8 G114A G115B G112A G112B G1 1 5 A G118 ELEC G1 1 2 C G118 A-413 E1 A-413 E2 A-413 D1 A-413 D2A-413 D5 A-413 D4 A-413 E5 A-413 E3 A-413C1 A-413 C3 A-413 C2 A-413 C5 A-413 C6 A-410 E1 A-410E1 A-410 E1 A-410 E1 A-410E1 FLOOR PLAN A. ALL PENETRATIONS THROUGH FIRE RATED WALLS SHALL COMPLY WITH THE BUILDING CODE AND NFPA. B. PROVIDE BLOCKING AT PARTITIONS AS REQUIRED FOR MOUNTING OF FURNISHED AND NON- FURNISHED WALL MOUNTED ITEMS. C. ALIGN FINISHED FACE OF CONTINUOUS PARTITIONS THAT CHANGE PARTITION TYPES ALONG A STRAIGHT RUN. D. EDGE OF INTERIOR DOOR FRAMES TO BE 4" FROM ADJACENT WALL, UNLESS NOTED OTHERWISE. E. REFER TO SHEET A-601 FOR DOOR SCHEDULE AND TYPES. F. REFER TO SHEET A-602 FOR WINDOW TYPES. G. ALL WALL DIMENSIONS ARE TO FACE OF GYPSUM BOARD, CMU, BRICK, OR CONCRETE; UNLESS NOTED OTHERWISE. H. ALL WALLS ARE TO BE TYPE A3AS U.N.O. NOTE: NOT ALL KEYNOTES MAY BE USED ON EACH PLAN FLOOR PLAN 1. XXX 2. YYY I Hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota. ARCHITECT Date: Print Name: Signature: License # Robert R. Collins 53244 NORTH AREA 'A'AR E A ' B ' AREA 'D'AREA 'C' AREA 'E' AREA 'F' AREA 'G' AREA 'H' © TSP, Inc. 2018 ISSUES SHEET NUMBER SHEET TITLE C 1 A B 2 3 D E 1 2 3 4 5 6 4 5 6 A B C D E TSP, Inc. PROJECT TITLE N OT F OR C O N ST R UC T ION 430 2nd Street Excelsior, MN 55331 (952) 474-3291 www.teamtsp.com ISSUE DATE CHECKED BY DRAWN BY PROJECT # LI S T E D D R A W I N G S S C A L E ( S ) U N L E S S R E D U C E D F R O M O R I G I N A L 3 0 x 4 2 F O R M A T CONSULTANTS Architecture Engineering Planning 06/12/2018 6/ 1 2 / 2 0 1 8 1 2 : 4 4 : 2 5 P M I: \ _ T S P R e v i t L o c a l \ 0 5 1 6 1 2 5 6 . 2 B R O O K L Y N C T R I S D 2 8 6 M I D D L E - H I G H A D D I T I O N & R E M O D E L _ A 1 7 _ c o l l i n s r r . r v t FIRST LEVEL FLOOR PLAN - AREA G AP111G SI T E P L A N R E V I E W S U B M I T T A L 6500 HUMBOLDT AVENUE NORTH BROOKLYN CENTER, MN 55430 MIDDLE SCHOOL & HIGH SCHOOL - ADDITION AND REMODELING BROOKLYN CENTER ISD #286 Author06/12/2018 RRC05161256.2 SCALE: 1/8" = 1'-0" FIRST LEVEL FLOOR PLAN - AREA G PLAN NORTH MARK DATE DESCRIPTION ?? MM/DD/YYYY REVISION 1 SHEET GENERAL NOTES: KEY NOTES: H116 EL C/R H117 CLASSROOM H118 CLASSROOM H119 EL TEST H120 ELEC H122 PHYSICS H124 CHEMISTRY H123 SCIENCE SUPPORT H126 CLASSROOM H111 CLASSROOM H104 CLASSROOM H121 CLASSROOM H115 MECHANICAL H114 JANITOR H103 CLASSROOM H105 SP ED RESOURCE C/R H106 SP ED CENTER BASED C/R H125 BIOLOGY H127 SP ED LVL 3 EBD H112 CLASSROOM H110 SP ED CENTER BASED C/R H107 SHARED RESTROOMH108 BREAKOUT H109 BREAKOUT H102 SP ED STORAGE H113 CORRIDOR H101 CORRIDOR 11'-4" H1 1 6 H117 H118 H1 1 5 H122A H124A H1 2 4 C H1 2 3 A H123B H1 2 3 C H1 2 4 D H125A H124B H127 H112 H111 H106 H1 0 7 A H1 0 7 B H1 0 8 B H1 0 9 B H1 0 9 A H1 0 8 A MB8 MB8 MB8 MB8 MB8 MB8 MB8MB8MB8 MB12 MB12 MB8 MB8 MB8MB8 MB8MB8 MB8MB8 MB8 MB8 MB8 MB8 MB8 MB8MB8 MB8 MB8 MB8 A-406 A2 MB8 MB8 MB8 H121 M8A M8A M8A M6B M8A M8A M8A M12A M8A M8A M6B M6A 8'- 0 " 6'-4" 28 ' - 1 1 / 2 " 27 ' - 6 " 27 ' - 4 7 / 8 " 13'-4 3/8"30'-4"12'-4" 20'-2 3/4"36'-4" 20 ' - 4 " 20 ' - 8 3 / 8 " 18 ' - 0 " 13 ' - 4 " 16 ' - 0 " 14 ' - 0 " 17 ' - 8 3 / 8 " 29 ' - 9 " 24 ' - 4 " 3'-4"42'-8 3/4"10'-6" H105A RACK ROOM H105A MB8 MB8 MB8 9'- 0 3 / 8 " 17 ' - 1 1 5 / 8 " TB TB MB8 MB8 MB8 MB8 MB8 MB8 MB8 TB MB8 MB8 TB TB MB8 MB8 MB8MB8 MB8 MB8 MB8MB8 MB8 MB8 MB8 MB8 TB TB TB TB MB8 MB8MB8 MB8 MB12 MB8MB8MB8 TB TB MB8 MB8 MB8MB8 MB8MB8 MB8 A-412 B42'-0" A-413 B2 B1 9'-0"9'-0"9'-0" A-412 A1 A4 B1 B3 A-413 A2A1 TB A-413 C6 A-410 E1 A-410 E1 A-410 E1 A-410E1 A-410E1 A-410E1 A-410 E1 A-410 E1 A-410 E1 A-410E1 A-410E1 A-413 B6 FLOOR PLAN A. ALL PENETRATIONS THROUGH FIRE RATED WALLS SHALL COMPLY WITH THE BUILDING CODE AND NFPA. B. PROVIDE BLOCKING AT PARTITIONS AS REQUIRED FOR MOUNTING OF FURNISHED AND NON- FURNISHED WALL MOUNTED ITEMS. C. ALIGN FINISHED FACE OF CONTINUOUS PARTITIONS THAT CHANGE PARTITION TYPES ALONG A STRAIGHT RUN. D. EDGE OF INTERIOR DOOR FRAMES TO BE 4" FROM ADJACENT WALL, UNLESS NOTED OTHERWISE. E. REFER TO SHEET A-601 FOR DOOR SCHEDULE AND TYPES. F. REFER TO SHEET A-602 FOR WINDOW TYPES. G. ALL WALL DIMENSIONS ARE TO FACE OF GYPSUM BOARD, CMU, BRICK, OR CONCRETE; UNLESS NOTED OTHERWISE. H. ALL WALLS ARE TO BE TYPE A3AS U.N.O. NOTE: NOT ALL KEYNOTES MAY BE USED ON EACH PLAN FLOOR PLAN 1. XXX 2. YYY I Hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota. ARCHITECT Date: Print Name: Signature: License # Robert R. Collins 53244 NORTH AREA 'A'AR E A ' B ' AREA 'D'AREA 'C' AREA 'E' AREA 'F' AREA 'G' AREA 'H' © TSP, Inc. 2018 ISSUES SHEET NUMBER SHEET TITLE C 1 A B 2 3 D E 1 2 3 4 5 6 4 5 6 A B C D E TSP, Inc. PROJECT TITLE N OT F OR C O N ST R UC T ION 430 2nd Street Excelsior, MN 55331 (952) 474-3291 www.teamtsp.com ISSUE DATE CHECKED BY DRAWN BY PROJECT # LI S T E D D R A W I N G S S C A L E ( S ) U N L E S S R E D U C E D F R O M O R I G I N A L 3 0 x 4 2 F O R M A T CONSULTANTS Architecture Engineering Planning 06/12/2018 6/ 1 2 / 2 0 1 8 1 2 : 4 4 : 4 9 P M I: \ _ T S P R e v i t L o c a l \ 0 5 1 6 1 2 5 6 . 2 B R O O K L Y N C T R I S D 2 8 6 M I D D L E - H I G H A D D I T I O N & R E M O D E L _ A 1 7 _ c o l l i n s r r . r v t FIRST LEVEL FLOOR PLAN - AREA H AP111H SI T E P L A N R E V I E W S U B M I T T A L 6500 HUMBOLDT AVENUE NORTH BROOKLYN CENTER, MN 55430 MIDDLE SCHOOL & HIGH SCHOOL - ADDITION AND REMODELING BROOKLYN CENTER ISD #286 Author06/12/2018 RRC05161256.2 SCALE: 1/8" = 1'-0" FIRST LEVEL FLOOR PLAN - AREA H PLAN NORTH MARK DATE DESCRIPTION UP UP UP UP C2XX MECHANICAL MEZZANINE I Hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota. ARCHITECT Date: Print Name: Signature: License # Robert R. Collins 53244 NORTH AREA 'A'AR E A ' B ' AREA 'D'AREA 'C' AREA 'E' AREA 'F' AREA 'G' AREA 'H' © TSP, Inc. 2018 ISSUES SHEET NUMBER SHEET TITLE C 1 A B 2 3 D E 1 2 3 4 5 6 4 5 6 A B C D E TSP, Inc. PROJECT TITLE N OT F OR C O N ST R UC T ION 430 2nd Street Excelsior, MN 55331 (952) 474 -3291 www.teamtsp.com ISSUE DATE CHECKED BY DRAWN BY PROJECT # LI S T E D D R A W I N G S S C A L E ( S ) U N L E S S R E D U C E D F R O M O R I G I N AL 3 0 x 4 2 F O R M A T CONSULTANTS Architecture Engineering Planning 06/12/2018 6/ 1 2 / 2 0 1 8 1 2 : 4 5 : 0 6 P M I: \ _ T S P R e v i t L o c a l \ 0 5 1 6 1 2 5 6 . 2 B R O O K L Y N C T R I S D 2 8 6 MI D D L E - H I G H A D D I T I O N & R E M O D E L _ A 1 7 _ c o l l i n s r r . r v t SECOND LEVEL FLOOR PLANS - AREAS C, D, G AP121 SI T E P L A N R E V I E W S U B M I T T A L 6500 HUMBOLDT AVENUE NORTH BROOKLYN CENTER, MN 55430 MIDDLE SCHOOL & HIGH SCHOOL - ADDITION AND REMODELING BROOKLYN CENTER ISD #286 Author 06/12/2018 RRC 05161256.2 SCALE: 1/8" = 1'-0" SECOND LEVEL FLOOR PLAN - AREA C SCALE: 1/8" = 1'-0" SECOND LEVEL FLOOR PLAN - AREA D SCALE: 1/8" = 1'-0" 3 SECOND LEVEL FLOOR PLAN - AREA G MARK DATE DESCRIPTION SHEET GENERAL NOTES: KEY NOTES: B3 A-301 A1 A-301 D3 A-301 B1 A-301 F5 PLAN NORTH CANOPY SUPPORT COLUMN (TYP.) NEW ROOF SYSTEM OVER BUILDING ADDITION TIE INTO EXISTING ROOF SYSTEM RAISED AND SLOPED ROOF OVER BUILDING ENTRY NEW CANOPY ROOF WITH ROOF DRAINS AND OVERFLOW SCUPPERS NEW CAMOPY ROOF WITH ROOF DRAINS AND OVERFLOW SCUPPERS EXISTING ROOF SYSTEM ROOF PLAN A. ALL SURFACES DAMAGED DURING DEMOLITION SHALL BE REPAIRED FOR APPLICATION OF NEW FINISHES OR PATCHED TO MATCH EXISTING. B. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS WHICH ARE TO MATCH EXISTING CONSTRUCTION. CONTACT A/E WITH DISCREPANCIES. C. MODIFICATIONS TO EXISTING ROOF TO BE DONE BY CERTIFIED INSTALLED TO AVOID WARRANTY ISSUES. D. MINIMUM INSULATION THICKNESS OF 2" AT ROOF DRAINS. NOTE: NOT ALL KEYNOTES MAY BE USED ON EACH PLAN ROOF PLAN 1. - OS OVERFLOW SCUPPER RD ROOF DRAIN OD OVERFLOW ROOF DRAIN REVISION TAG KEYNOTE TAG SECTION TAG DETAIL TAG ROOF PLAN LEGEND 1 A-101 A1 SIM EPDM WALKMATS - PROVIDE AROUND MECHANICAL EQUIPMENT AND AS SHOWN VTR VENT THROUGH ROOF - REF PLUMBING REV A1 A-301 3" APPROXIMATE ROOF INSULATION THICKNESS I Hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota. ARCHITECT Date: Print Name: Signature: License # Robert R. Collins 53244 NORTH AREA 'A'AR E A ' B ' AREA 'D'AREA 'C' AREA 'E' AREA 'F' AREA 'G' AREA 'H' © TSP, Inc. 2018 ISSUES SHEET NUMBER SHEET TITLE C 1 A B 2 3 D E 1 2 3 4 5 6 4 5 6 A B C D E TSP, Inc. PROJECT TITLE N OT F OR C O N ST R UC T ION 430 2nd Street Excelsior, MN 55331 (952) 474 -3291 www.teamtsp.com ISSUE DATE CHECKED BY DRAWN BY PROJECT # LI S T E D D R A W I N G S S C A L E ( S ) U N L E S S R E D U C E D F R O M O R I G I N AL 3 0 x 4 2 F O R M A T CONSULTANTS Architecture Engineering Planning 06/12/2018 6/ 1 2 / 2 0 1 8 1 2 : 4 5 : 1 9 P M I: \ _ T S P R e v i t L o c a l \ 0 5 1 6 1 2 5 6 . 2 B R O O K L Y N C T R I S D 2 8 6 MI D D L E - H I G H A D D I T I O N & R E M O D E L _ A 1 7 _ c o l l i n s r r . r v t ROOF PLAN - AREA B AR111 SI T E P L A N R E V I E W S U B M I T T A L 6500 HUMBOLDT AVENUE NORTH BROOKLYN CENTER, MN 55430 MIDDLE SCHOOL & HIGH SCHOOL - ADDITION AND REMODELING BROOKLYN CENTER ISD #286 Author 06/12/2018 RRC 05161256.2 SCALE: 1/8" = 1'-0" 1 ROOF - AREA B MARK DATE DESCRIPTION B3 A-301 B1 A-301 NEW BUILDING ADDITION EXISTING BUILDING EXISTING BUILDING FIRST LEVEL 100' - 0" FOUNDATION 95' - 0" ROOF 114' - 5 5/8" LOW ROOF 111' - 10" A1 A-301 48 49 50 A1 A-301 48 49 50 I Hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota. ARCHITECT Date: Print Name: Signature: License # Robert R. Collins 53244 © TSP, Inc. 2018 ISSUES SHEET NUMBER SHEET TITLE C 1 A B 2 3 D E 1 2 3 4 5 6 4 5 6 A B C D E TSP, Inc. PROJECT TITLE N OT F OR C O N ST R UC T ION 430 2nd Street Excelsior, MN 55331 (952) 474 -3291 www.teamtsp.com ISSUE DATE CHECKED BY DRAWN BY PROJECT # LI S T E D D R A W I N G S S C A L E ( S ) U N L E S S R E D U C E D F R O M O R I G I N AL 3 0 x 4 2 F O R M A T CONSULTANTS Architecture Engineering Planning 06/12/2018 6/ 1 2 / 2 0 1 8 2 : 4 6 : 3 0 P M I: \ _ T S P R e v i t L o c a l \ 0 5 1 6 1 2 5 6 . 2 B R O O K L Y N C T R I S D 2 8 6 MI D D L E - H I G H A D D I T I O N & R E M O D E L _ A 1 7 _ s c h r a d e r a r . r v t SOUTH EXTERIOR ELEVATIONS A-201 SI T E P L A N R E V I E W S U B M I T T A L 6500 HUMBOLDT AVENUE NORTH BROOKLYN CENTER, MN 55430 MIDDLE SCHOOL & HIGH SCHOOL - ADDITION AND REMODELING BROOKLYN CENTER ISD #286 Author 06/12/2018 RRC 05161256.2 SCALE: 1/8" = 1'-0" A1 SOUTH ELEVATION - NEW ADDITION SCALE: 1/8" = 1'-0" B4 EAST ELEVATION - NEW ADDITION SCALE: 1/8" = 1'-0" B2 WEST ELEVATION - NEW ADDTION SCALE: C1 SOUTH ADDITION SCALE: D1 SOUTH ADDITION SCALE: D4 SOUTH ADDITION EXISTING BUILDING NEW ENTRY CANOPY NEW BRICK NEW CAST STONE WINDOW HEAD DETAIL (TYP.) NEW RAISED ROOF OVER BUILDING ENTRY WITH ALUMINUM CLERESTORY EXISTING BRICK NEW BRICK CANOPY SUPPORT NEW BRICK CANOPY SUPPORT NEW ALUMINUM WINDOW WITH VISION GLASS NEW CASTSTONE WINDOW HEAD DETAIL (TYP.) NEW BRICK CANOPY SUPPORT EXISTING BRICK NEW ENTRY CANOPY NEW BRICK CANOPY SUPPORT NEW RAISED ROOF OVER BUILDING ENTRY WITH ALUMINUM CLERESTORY NEW ALUMINUM CLERESTORY ENTRY NEW ENTRY CANOPY NEW BRICK CANOPY SUPPORTS EXISTING BUILDING NEW ALUMINUM WINDOW WITH VISION GLASS & SPANDREL GLASS BOTTOM PANES NEW CAST STONE WINDOW HEAD DETAIIL (TYP.) NEW BRICK NEW RAISED ROOF OVER BUILDING ENTRY WITH ALUMINUM CLERESTORY NEW BRICK CANOPY SUPPORTS NEW ENTRY CANOPY PLAN NORTH NEW BUILDING ADDITION EXISTING BUILDING EXISTING BUILDING NEW BRICK CANOPY SUPPORTS NEW ENTRY CANOPIES NEW RAISED ROOF OVER BUILDING ENTRY WITH ALUMINUM CLERESTORY EXISTING ROOF TO REMAIN NEW RAISED ROOF OVER BUILDING ENTRY WITH ALUMINUM CLERESTORY NEW CAST STONE WINDOW HEAD DETAIL (TYP.) EXISTING BUILDING NEW PREFINISHED METAL SOFFIT FRAMING NEW ALUMINUM CURTAINWALL CLERESTORY NEW PREFINISHED METAL PARAPET NEW BRICK CANOPY SUPPORT (TYP.) NEW ALUMINUM CURTAINWALL ENTRY NEW PREFINISHED BENT PLANE METAL WALL PANEL SYSTEM AT CANOPY FASCIA EXISTING ALUMINUM WINDOWS EXISITNG BRICK SCALE: NOT TO SCALE B1 EXISTING MAIN ENTRY MARK DATE DESCRIPTION EXISTING BRICK SALVAGED EXISTING BRICK REINSTALLED PREFIN. METAL SOFFIT FRAMING SALVAGED EXISTING BRICK REINSTALLED EXISTING BRICK EXISTING STOREFRONT NEW ALUMINUM WINDOW WITH VISION GLASS & SPANDREL GLASS BOTTOM PANES I Hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota. ARCHITECT Date: Print Name: Signature: License # Robert R. Collins 53244 NORTH AREA 'A'AR E A ' B ' AREA 'D'AREA 'C' AREA 'E' AREA 'F' AREA 'G' AREA 'H' © TSP, Inc. 2018 ISSUES SHEET NUMBER SHEET TITLE C 1 A B 2 3 D E 1 2 3 4 5 6 4 5 6 A B C D E TSP, Inc. PROJECT TITLE N OT F OR C O N ST R UC T ION 430 2nd Street Excelsior, MN 55331 (952) 474 -3291 www.teamtsp.com ISSUE DATE CHECKED BY DRAWN BY PROJECT # LI S T E D D R A W I N G S S C A L E ( S ) U N L E S S R E D U C E D F R O M O R I G I N AL 3 0 x 4 2 F O R M A T CONSULTANTS Architecture Engineering Planning 06/12/2018 6/ 1 2 / 2 0 1 8 2 : 4 1 : 4 2 P M I: \ _ T S P R e v i t L o c a l \ 0 5 1 6 1 2 5 6 . 2 B R O O K L Y N C T R I S D 2 8 6 MI D D L E - H I G H A D D I T I O N & R E M O D E L _ A 1 7 _ s c h r a d e r a r . r v t PERSPECTIVE VIEWS A-205 SI T E P L A N R E V I E W S U B M I T T A L 6500 HUMBOLDT AVENUE NORTH BROOKLYN CENTER, MN 55430 MIDDLE SCHOOL & HIGH SCHOOL - ADDITION AND REMODELING BROOKLYN CENTER ISD #286 Author 06/12/2018 RRC 05161256.2 MARK DATE DESCRIPTION FIRST LEVEL 100' - 0" FOUNDATION 95' - 0" ROOF 114' - 5 5/8" LOW ROOF 111' - 10" B3 A-301 D3 A-301 B1 A-301 NEW EXTERIOR WALL ASSEMBLY NEW ROOF ASSEMBLY NEW BUILDING ADDITION NEW CONCRETE FLOOR SLAB ON GRADE EXISTING BUILDING EXISTING BUILDING NEW ALUMINUM CURTAINWALL CLERESTORY NEW RAISED ROOF OVER BUILDING ENTRY NEW ENTRY CANOPY EXIST. EXTERIOR WALL NEW CONCRETE SLAB ON GRADE FIRST LEVEL 100' - 0" FOUNDATION 95' - 0" ROOF 114' - 5 5/8" LOW ROOF 111' - 10" A1 A-301 48 D6 A-411 D4 A-411 NEW CONCRETE FLOOR SLAB ON GRADE EXISTING CONCRETE FLOOR SLAB ON GRADE NEW ALUMINUM CURTAINWALL CLERESTORY NEW RAISED ROOF OVER BUILDING ENTRY NEW PREFINISHED METAL PARAPET CAP NEW ADDITION EXISTING BUILDING NEW ENTRY CANOPY FIRST LEVEL 100' - 0" FOUNDATION 95' - 0" ROOF 114' - 5 5/8" LOW ROOF 111' - 10" A1 A-301 48 4950 NEW ADDITION EXISTING BUILDING NEW ROOF EXISTING ROOF NEW CONCRETE FLOOR SLAB ON GRADE EXISTING CONCRETE FLOOR SLAB ON GRADE NEW PREFINISHED METAL PARAPET CAP NEW BRICK CANOPY SUPPORT A1 A-301 4850 NEW PREFINISHED METAL PARAPET CAP NEW ENTRY CANOPY NEW BRICK CANOPY SUPPORTS NEW CONCRETE FLOOR SLAB ON GRADE EXISTING CONCRETE FLOOR SLAB ON GRADE I Hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota. ARCHITECT Date: Print Name: Signature: License # Robert R. Collins 53244 NORTH AREA 'A'AR E A ' B ' AREA 'D'AREA 'C' AREA 'E' AREA 'F' AREA 'G' AREA 'H' © TSP, Inc. 2018 ISSUES SHEET NUMBER SHEET TITLE C 1 A B 2 3 D E 1 2 3 4 5 6 4 5 6 A B C D E TSP, Inc. PROJECT TITLE N OT F OR C O N ST R UC T ION 430 2nd Street Excelsior, MN 55331 (952) 474-3291 www.teamtsp.com ISSUE DATE CHECKED BY DRAWN BY PROJECT # LI S T E D D R A W I N G S S C A L E ( S ) U N L E S S R E D U C E D F R O M O R I G I N A L 3 0 x 4 2 F O R M A T CONSULTANTS Architecture Engineering Planning 06/12/2018 6/ 1 2 / 2 0 1 8 2 : 4 6 : 3 4 P M I: \ _ T S P R e v i t L o c a l \ 0 5 1 6 1 2 5 6 . 2 B R O O K L Y N C T R I S D 2 8 6 M I D D L E - H I G H A D D I T I O N & R E M O D E L _ A 1 7 _ s c h r a d e r a r . r v t BUILDING SECTIONS A-301 SI T E P L A N R E V I E W S U B M I T T A L 6500 HUMBOLDT AVENUE NORTH BROOKLYN CENTER, MN 55430 MIDDLE SCHOOL & HIGH SCHOOL - ADDITION AND REMODELING BROOKLYN CENTER ISD #286 Author06/12/2018 RRC05161256.2 SCALE: 1/4" = 1'-0"A1 BUILDING SECTION at OFFICE ADDITON - E/W SCALE: 1/4" = 1'-0"B3 BUILDING SECTION at VESTIBULE B103 - N/S SCALE: 1/4" = 1'-0"D3 BUILDING SECTION at OFFICE ADDITION - N/S SCALE: 1/4" = 1'-0"B1 BUILDING SECTION at VESTIBULE B101 - N/S MARK DATE DESCRIPTION A A 1 A A 1 A A 1 A A 1 D 1 D 1 D 1 D 1 D R A W I N G S C A L E : 1 / 8 " = 1 ' - 0 " D 1 D 1 D 1 D 1 D 1 D 1 D 1 D 1 A A 1 A A 1 D R A W I N G S C A L E : 1 / 8 " = 1 ' - 0 " CalculiteLEDgen3_4in_Downlight_C4RDL 03/18 page 1 of 6 Project: Location: Cat.No: Type: Lamps: Qty: Notes: Downlighting Calculite LED 4" generation 3 features industry leading visual comfort, excellent uniform illumination over time, and patented installation flexibility. Complete luminaire = Frame + Engine + Trim + Accessories (optional) Calculite LED gen 3 Frame example: C4RN Series Aperture Installation Voltage / Options R C4 Calculite LED 4"R Round N New construction 1 R Remodeler — Universal 120 V/277 V (specify for Power Over Ethernet configurations) 3 347 V (not compatible with ELV dimming) EM Emergency 1,2 LC Chicago Plenum 1 Engine example: C4L15835NZ10U Series Lumens CRI CCT Beam Dimming / Driver Voltage C4L C4L Calculite LED 4" 05 500 lm 3 10 1000 lm 15 1500 lm 20 2000 lm 4 25 2500 lm 4 30 3000 lm 4 8 80 CRI 9 90 CRI 27 2700 K 30 3000 K 35 3500 K 40 4000 K N Narrow (43°) M Medium (56°) W Wide (76°) Z10 0 -10 V 1% 3 SOL EldoLED Solo 0-10 V 0.1% D Dali U Universal 120 V/277 V/347 V L Lutron LDE1 EcoSystem (fade-to-black) DMX Digital Multiplexing E E LV (120V dimming only) 5 1 Universal 120 V/277 V P Power over Ethernet (PoE)E Ethernet 48 V DC Only compatible with 1000 (10) to 2500 (25) lumen configurations. Trim example: C4RDLCCP Series Aperture Style Finish Flange C4 R DL C4 Calculite LED 4" R Round DL Downlight BK Black (matte) CL Specular clear CC Comfort clear CD Comfort clear diffuse CZ Champagne bronze –White (matte) P Polished F Flangeless WH White (matte)–White (matte) F Flangeless SL Shower light (non-conductive) 6 WH White (matte)–Not applicable Accessories CA4RFT Mud-in ring for use with flangeless installations (ordered with a flangeless trim) CAEM Field installable EM pack (not compatible with Power over Ethernet configurations) C4RVPWH IP65 rated vandal proof matte white accessory that mounts onto a flangeless trim AMS ActiLume multi-sensor (optional accessory for Power Over Ethernet configurations) SWZDT SpaceWise wireless controller with dwell time functionality (compatible with all 0-10V - see "SWZDT" spec sheet) 1.Emergency (EM) and Chicago Plenum (LC) options are only available with New construction (N) installations. 2. Emergency (EM) frame comes with emergency battery pack and ceiling mountable test switch (see page 4). 3.The 500lm (05) package is only compatible with 0-10V (Z10) dimming. 4.The 2000lm (20), 2500lm (25), and 3000lm (30) packages have marked spacing requirements (see page 3). 5.ELV (E) dimming is only compatible with up to 2000lm (20) configurations. 6.Non-conductive flush mount lens with pre-installed gasket (matte white non-conductive flange with diffuse lens that is flush with the flange). 4" round downlight, 500 - 3000lm CalculiteLEDgen3_4in_Downlight_C4RDL 03/18 page 2 of 6 Flangeless mud-in ring (CA4RFT) accessory 7 in 178 mm D CA4RFT CA6RFT CA6SFTCA4SFT Detail D 47⁄8 in 125 mm 5 in 127 mm 5 in 127 mm 67⁄8 in 176 mm D Detail D C4RDL Calculite LED generation 3 4" round downlight New Construction (N) Remodeler (R) Vandal Proof (VP) accessory Chicago Plenum (LC) n mm g 163⁄8 in 416 mm 131⁄4 in 337 mm 8 3⁄4 in 221 mm 107⁄8 in 277 mm 7 1⁄2 in 190 mm 13 in 329 mm 103⁄8 in 264 mm 163⁄8 in 416 mm 111⁄4 in 286 mm 6 1⁄8 in 156 mm 131⁄4 in 337 mm 7 3⁄4 in 197 mm ø53⁄4 in 146 mm ø61⁄4 in 158 mm Ceiling Cutout ø47⁄8 in 124 mm ø43⁄8 in 111 mm 4 7⁄8 in 123 mm 9 1⁄4 in 235 mm 4 7⁄8 in 123 mm 3⁄8 in 10 mm 6 1⁄8 in 156 mm 2 in 51 mm Maximum ceiling thickness iling ss Wash 8mm ø41⁄2 in 114 mm 143⁄8 in 365 mm 111⁄2 in 293 mm (max.) 9 1⁄4 in 235 mm 4 7⁄8 in 123 mm Ceiling Cutout ø51⁄8 in 130 mm ø41⁄2 in 114 mm ø53⁄4 in 146 mm 163⁄8 in 416 mm 131⁄4 in 337 mm 8 3⁄4 in 221 mm 107⁄8 in 277 mm 7 1⁄2 in 190 mm 13 in 329 mm 103⁄8 in 264 mm 163⁄8 in 416 mm 111⁄4 in 286 mm 6 1⁄8 in 156 mm 131⁄4 in 337 mm 7 3⁄4 in 197 mm ø53⁄4 in 146 mm ø61⁄4 in 158 mm Ceiling Cutout ø47⁄8 in 124 mm ø43⁄8 in 111 mm 4 7⁄8 in 123 mm 9 1⁄4 in 235 mm 4 7⁄8 in 123 mm 3⁄8 in 10 mm 6 1⁄8 in 156 mm 2 in 51 mm Maximum ceiling thickness h ø41⁄2 in 114 mm 4 7⁄8 in 123 mm 13 in 329 mm 103⁄8 in 264 mm 131⁄4 in 337 mm 8 3⁄4 in 221 mm 107⁄8 in 277 mm 7 1⁄2 in 190 mm 13 in 329 mm 103⁄8 in 264 mm 163⁄ 416 111⁄ 286 ø53⁄4 in 146 mm ø61⁄4 in 158 mm Ceiling Cutout ø47⁄8 in 124 mm ø43⁄8 in 111 mm 4 7⁄8 in 123 mm 3⁄8 in 10 mm Driver 2 in 51 mm Maximum ceiling thickness ø41⁄2 in 114 mm CalculiteLEDgen3_4in_Downlight_C4RDL 03/18 page 3 of 6 C4RDL Calculite LED generation 3 4" round downlight Marked spacing applications Light engine 2500 lm 3000 lm C4L_Z10U series —X C4L_LU series X X C4L_DU series —X C4L_DMXU series —X Modules marked with an X require marked spacing: - Center-to-center of adjacent luminaires: 24" (610mm) - Luminaire center to side building member: 12" (305mm) Lifetime (TM-21) data Lumens Narrow beam Medium/Wide beam* 500lm 1000lm 1500lm L90 @ 60,000hrs.L90 @ 60,000hrs. 2000lm 2500lm 3000lm* L90 @ 60,000hrs.L85 @ 60,000hrs. * Lutron 3000lm with Medium/Wide beam is L80 @ 60,000hrs. 4 7⁄8 in 123 mm 13 in 329 mm Mounting bar 103⁄8 in 264 mm Grounding spring Mounting bar clamp T-bar clip 131⁄4 in 337 mm 8 3⁄4 in 221 mm 107⁄8 in 277 mm 7 1⁄2 in 190 mm 13 in 329 mm 103⁄8 in 264 mm ø53⁄4 in 146 mm ø61⁄4 in 158 mm Ceiling Cutout ø47⁄8 in 124 mm ø43⁄8 in 111 mm 4 7⁄8 in 123 mm 3⁄8 in 10 mm Driver receptical plug 2 in 51 mm Maximum ceiling thickness Maxium Ceiling Thickness Lensed Wall Wash (LW): 1 1⁄2 in 38mm Wall Wash (WW, DW, CW): 1 in 25mm ø41⁄2 in 114 mm 4 7⁄8 in 123 mm 13 in 329 mm Mounting bar 103⁄8 in 264 mm Grounding spring Mounting bar clamp T-bar clip 8 3⁄4 in 221 mm 4 7⁄8 in 123 mm Driver receptical plug Maxium Ceiling Thickness Lensed Wall Wash (LW): 1 1⁄2 in 38mm Wall Wash (WW, DW, CW): 1 in 25mm Narrow Light engine Input volts Input freq Input current Drive current Input power THD power Power factor C4L05_NZ10U 120V 50/60Hz 0.05 110 mA 6W <20%>0.95 277V 0.03 <20%>0.90 C4L10_NZ10U 120V 50/60Hz 0.08 230 mA 11W <15%>0.95 277V 0.04 <20%>0.95 C4L15_NZ10U 120V 50/60Hz 0.12 360 mA 16W <10%>0.95 277V 0.06 <15%>0.95 C4L20_NZ10U 120V 50/60Hz 0.17 490 mA 21W <10%>0.95 277V 0.08 <15%>0.95 C4L25_NZ10U 120V 50/60Hz 0.22 640 mA 27W <10%>0.95 277V 0.10 <15%>0.95 C4L30_NZ10U 120V 50/60Hz 0.27 790 mA 33W <10%>0.95 277V 0.13 <15%>0.95 Narrow (Power over Ethernet) Light engine Input Volts1 Voltage2 Freq Current Power C4L10___NPE 53V 51-54V DC 160 mA 8.9 W C4L15___NPE 53V 51-54V DC 250 mA 13.6 W C4L20___NPE 53V 51-54V DC 340 mA 18.5 W C4L25___NPE 53V 51-54V DC 460 mA 24.6 W 1. Nominal input volts. 2. Preferred volt range. Medium (Power over Ethernet) Light engine Input Volts1 Voltage2 Freq Current Power C4L10___MPE 53V 51-54V DC 160 mA 8.8 W C4L15___MPE 53V 51-54V DC 250 mA 13.4 W C4L20___MPE 53V 51-54V DC 320 mA 17.6 W C4L25___MPE 53V 51-54V DC 430 mA 23.2 W Wide (Power over Ethernet) Light engine Input Volts1 Voltage2 Freq Current Power C4L10___WPE 53V 51-54V DC 160 mA 8.8 W C4L15___WPE 53V 51-54V DC 250 mA 13.4 W C4L20___WPE 53V 51-54V DC 320 mA 17.6 W C4L25___WPE 53V 51-54V DC 430 mA 23.2 W Medium/Wide Light engine Input volts Input freq Input current Drive current Input power THD power Power factor C4L05_MZ10U 120V 50/60Hz 0.05 110 mA 6W <20%>0.95 277V 0.03 <20%>0.90 C4L10_MZ10U 120V 50/60Hz 0.08 230 mA 11W <15%>0.95 277V 0.04 <20%>0.95 C4L15_MZ10U 120V 50/60Hz 0.12 350 mA 16W <10%>0.95 277V 0.06 <15%>0.95 C4L20_MZ10U 120V 50/60Hz 0.16 470 mA 21W <10%>0.95 277V 0.08 <15%>0.95 C4L25_MZ10U 120V 50/60Hz 0.21 610 mA 25W <10%>0.95 277V 0.09 <15%>0.95 C4L30_MZ10U 120V 50/60Hz 0.26 770 mA 31W <10%>0.95 277V 0.12 <15%>0.95 CalculiteLEDgen3_4in_Downlight_C4RDL 03/18 page 4 of 6 C4RDL Calculite LED generation 3 4" round downlight Frame-in-kits New Construction Galvanized stamped steel for dry or plaster ceilings. Preinstalled telescoping mounting bars from 13" to 24". For 4' distances, use 1/2" EMT, 1-1/2" x 1/2" U or C channel. Max ceiling thickness is 2" (51 mm). Including PoE frame 4.88" (124 mm). Emergency Reflector mounted test switch requires above ceiling access. For reflector mounted test switch, order emergency frame and add "EM" suffix to reflector (example: C4RDLCCEM). Patented install Mounting frame With no driver attached, this versatile frame is independent of driver accommodating a wide range of lumen packages, driver types and CCTs, including 120V and 277V inputs. Pre-installed mounting bars for fast and tool- less installs into T-grid & hat channel ceilings. Close-cut aperture design eliminates possibility of gap between ceiling opening & reflector flange. Separate wiring compartment for wiring frame to building allows inspection prior to light engine install. Simple plug-and-play connection between frame and light engine from below ceiling eliminates need for wiring between frame and LED driver, and also saves time during installation and future replacements/upgrades. Plug-and-play receptacle accommodates technology upgrade of light engines and replacements for the life of the building. Dimming - Advance 0-10V 1% dimming - Lutron Hi-lume EcoSystem H Series 1% dimming - EldoLED ECOdrive Dali 1% dimming - EldoLED SOLOdrive 0-10V 0.1% dimming - ELV dimming and DMX dimming Power over Ethernet Powered via Philips PoE lighting controller: complies with FCC rules per Title 47 part 15 (Class A) for EMI / RFI (conducted & radiated). PoE lighting controller accessible from below ceiling. Rated life: 60,0000 hrs at 70% lumen maintenance based on IES LM-80-08 and TM-21-11. Optical systems Comfort throughout the space: Patented optical system combines primary and secondary optics to provide a true 50° physical cutoff and 45° reflected cutoff virtually eliminating the view of the light source and bright spots in the reflector. A new reflector curve reduces reflector brightness by up to 50% compared to existing products, allowing for the use of higher lumen packages in smaller apertures without creating bright spots in the ceiling. Quality of light: 2 SDCM ensures color consistency from fixture to fixture and over the luminaire’s long lifetime. Proprietary optical grade silicone lens with patterned surface provides soft, even beam diffusion without hotspots or dark rings. Light Engine Quick connect power pack comprised of light source and driver allow for easy installation and replacement from below ceiling with no need for additional wiring. This allows for: - Frame and ceiling installation to be performed while still finalizing details such as lumen packages, CCT and control type. - Easy replacement of electronics at end of life with minimal wasted material and labor required. - Ease and upgradability of technology. Options and Accessories Flangeless mud-in ring: Use CA4RFT for use with flangless plaster installations. Sloped ceilings: Compatible with sloped ceiling adapters (see SCA spec sheet). Vandal Proof: Use C4RVPWH for an IP65 rated vandal proof matte white accessory. Must be ordered with a flangeless trim. ENERGY STAR® exceptions 500lm & 90 CRI configurations Champagne Bronze & Black finishes 347V & Emergency voltage/options Dali, EldoLED Solo & PoE drivers Title 24 exceptions 1000lm configurations Champagne Bronze & Black finishes Labels and Listings cULus listed for wet location ENERGY STAR®, RoHS & CEC Title 24 JA8 certified CCEA (frames with *LC suffix) IP65 rated with vandal proof accessory IBEW Union made (light engines & reflectors) Warranty 5 year warranty on complete system. Complete warranty available at: http://images.philips. com/is/content/PhilipsConsumer/PDFDownloads/ United%20States/ODLI20150930_003-UPD-en_US- Philips-warranty-indoor-PLS-us.pdf Reflector Flange Specular clear (CL): Most specular and most efficient finish, delivers maximum photometric performance but can produce a mirror image effect of the interior space. Champagne bronze (CZ): Semi- specular finish that softens light at the source of the reflector while providing a warmer reflector appearance (slightly warmer). White (–): (matte) Provides the smoothest transition to ceilings when off. Comfort clear (CC): Semi-specular finish that softens the light at the source of the reflector and creates a subtle, even luminance from the reflector cone. White (WH): (matte) Brightest illuminated aperture and provides the smoothest transition to most ceilings when off (white is only available with a white flange). Polished (P): (matches aperture) Produces a continuous look throughout the reflector (aperture matching). Comfort clear diffuse (CD): Slightly diffuse clear finish, that eliminates iridescence and reduces the mirror image effect inherent with specular finishes. Black (BK): (matte) Specular finish that provides the lowest aperture brightness possible and significantly reduces source identification in a ceiling. Flangeless (F): (flush-mount) Creates a flush, virtually seamless transition from aperture to ceiling. CalculiteLEDgen3_4in_Downlight_C4RDL 03/18 page 5 of 6 C4RDL Calculite LED generation 3 4" round downlight Narrow beam, 1500lm Engine, 103.8 lm/W at 14.7W or 112.2 lm/W at 13.6W (Power over Ethernet) Candela Curve 750 1500 2250 3000 Frame: C4RN or 4RN Engine: C4L15835NZ10U Trim: C4RDLCL Output lumens: Input watts : CRI: CCT 1: Spacing Crit.: Beam Angle: 1526 lms 14.7 W 80 min 3500K 0.6 43° Zonal summary Zone Lumens %Luminaire 0-30 0-40 0-60 0-90 1354 1469 1526 1526 88.7% 96.3% 100.0% 100.0% Coefficients of utilization Ceiling 80%70% 50%30%0% Wall 70 50 30 10 50 10 50 10 50 10 0 RCR Zonal cavity method - Effective floor reflectance = 20% Ro o m C a v i t y R a t i o 0 1 2 3 4 5 6 7 8 9 10 119 114 110 105 101 97 93 90 86 83 80 119 112 106 100 95 90 86 82 79 75 72 119 110 102 96 90 85 81 77 74 70 67 119 108 99 92 87 82 77 74 70 67 64 116 110 104 99 94 89 85 81 78 75 72 116 106 98 92 86 81 77 73 70 67 64 111 106 101 96 92 88 84 80 77 74 71 111 103 96 90 85 81 77 73 70 67 64 106 102 98 94 90 86 83 79 76 73 70 106 100 94 89 84 80 76 73 69 66 64 100 95 91 86 82 78 74 71 68 65 62 Single unit data Height to lighted plane Initial center beam foot-candles Beam diameter (ft)* 5' 6' 7' 8' 9' 124 86 64 49 38 3.0' 3.6' 4.2' 4.8' 5.4' * Beam diameter is where foot-candles drop to 50% of maximum. Multiple unit data - RCR 2 Spacing on center Initial center beam foot-candles Watts per sq. ft. 5' 6' 7' 8' 9' 71.3 46.8 33.4 27.8 22.3 0.65 0.43 0.31 0.25 0.20 38' x 38' x 10' Room, Workplane 2.5' above floor, 80/50/20% Reflectances Angle Mean CP Lumens 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 3112 3044 2785 2410 1672 837 324 163 128 77 0 0 0 0 0 0 0 0 0 282 652 420 115 57 0 0 0 0 Adjustment factors Finish CCT Lumens CL = 100% CC = 95% CD = 87% CZ = 63% WH = 87% BK = 57% 80CRI 4000K = 107% 80CRI 3500K = 100% 80CRI 3000K = 99% 80CRI 2700K = 93% 90CRI 3000K = 87% 90CRI 2700K = 81% 3000lm = 200% 2500lm = 167% 2000lm = 133% 1500lm = 100% 1000lm = 67% 500lm = 33% Efficacy: 103.8 lm/w Report 2: T20161390 Medium beam, 1500lm Engine, 114.6 lm/W at 14.2W or 121.4 lm/W at 13.4W (Power over Ethernet) Candela Curve 500 1000 1500 2000 Frame: C4RN or 4RN Engine: C4L15835MZ10U Trim: C4RDLCL Output lumens: Input watts : CRI: CCT 1: Spacing Crit.: Beam Angle: 1627 lms 14.2 W 80 min 3500K 0.9 56° Zonal summary Zone Lumens %Luminaire 0-30 0-40 0-60 0-90 1269 1537 1627 1627 78.0% 94.5% 100.0% 100.0% Coefficients of utilization Ceiling 80%70% 50%30%0% Wall 70 50 30 10 50 10 50 10 50 10 0 RCR Zonal cavity method - Effective floor reflectance = 20% Ro o m C a v i t y R a t i o 0 1 2 3 4 5 6 7 8 9 10 119 114 108 103 98 94 89 85 81 77 74 119 111 104 97 91 86 81 76 72 68 65 119 109 100 93 86 80 75 70 66 63 59 119 107 97 89 82 76 71 66 62 59 55 116 109 102 96 90 85 80 76 71 68 64 116 105 96 88 81 76 71 66 62 59 55 111 105 99 93 88 83 79 74 70 67 63 111 102 94 87 81 75 70 66 62 58 55 106 101 96 91 86 81 77 73 69 66 63 106 99 92 85 80 74 70 66 62 58 55 100 94 88 82 77 72 68 64 60 57 54 Single unit data Height to lighted plane Initial center beam foot-candles Beam diameter (ft)* 5' 6' 7' 8' 9' 70 49 36 28 22 4.5' 5.4' 6.3' 7.2' 8.1' * Beam diameter is where foot-candles drop to 50% of maximum. Multiple unit data - RCR 2 Spacing on center Initial center beam foot-candles Watts per sq. ft. 5' 6' 7' 8' 9' 74.8 49.1 35.0 29.2 23.4 0.63 0.41 0.30 0.25 0.20 38' x 38' x 10' Room, Workplane 2.5' above floor, 80/50/20% Reflectances Angle Mean CP Lumens 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 1760 1783 1886 1887 1702 1283 762 406 236 116 14 0 0 0 0 0 0 0 0 174 524 572 268 89 1 0 0 0 Adjustment factors Finish CCT Lumens CL = 100% CC = 95% CD = 87% CZ = 63% WH = 87% BK = 57% 80CRI 4000K = 102% 80CRI 3500K = 100% 80CRI 3000K = 97% 80CRI 2700K = 87% 90CRI 3000K = 77% 90CRI 2700K = 73% 3000lm = 200% 2500lm = 167% 2000lm = 133% 1500lm = 100% 1000lm = 67% 500lm = 33% Efficacy: 114.6 lm/w Report 2: T20161397 1. Correlated Color Temperature within specs as defined in ANSI_NEMA_ANSLG C78.377-2008: Specifications for the Chromaticity of Solid State Lighting Products. 2. Tested using absolute photometry as specified in LM79: IESNA Approved Method for the Electrical and Photometric Measurements of Solid-State Lighting Products. CalculiteLEDgen3_4in_Downlight_C4RDL 03/18 page 6 of 6 © 2018 Philips Lighting Holding B.V. All rights reserved. Philips reserves the right to make changes in specifications and/or to discontinue any product at any time without notice or obligation and will not be liable for any consequences resulting from the use of this publication. philips.com/luminaires Philips Lighting, North America Corporation 200 Franklin Square Drive, Somerset, NJ 08873 Tel. 855-486-2216 Philips Lighting Canada Ltd. 281 Hillmount Rd, Markham, ON, Canada L6C 2S3 Tel. 800-668-9008 C4RDL Calculite LED generation 3 4" round downlight Wide beam, 1500lm Engine, 106.6 lm/W at 14.2W or 113.2 lm/W at 13.4W (Power over Ethernet) 1. Correlated Color Temperature within specs as defined in ANSI_NEMA_ANSLG C78.377-2008: Specifications for the Chromaticity of Solid State Lighting Products. 2. Tested using absolute photometry as specified in LM79: IESNA Approved Method for the Electrical and Photometric Measurements of Solid-State Lighting Products. Candela Curve 250 500 750 1000 Frame: C4RN or 4RN Engine: C4L15835WZ10U Trim: C4RDLCL Output lumens: Input watts : CRI: CCT 1: Spacing Crit.: Beam Angle: 1517 lms 14.2 W 80 min 3500K 1.2 76° Zonal summary Zone Lumens %Luminaire 0-30 0-40 0-60 0-90 918 1368 1517 1517 60.5% 90.2% 100.0% 100.0% Coefficients of utilization Ceiling 80%70% 50%30%0% Wall 70 50 30 10 50 10 50 10 50 10 0 RCR Zonal cavity method - Effective floor reflectance = 20% Ro o m C a v i t y R a t i o 0 1 2 3 4 5 6 7 8 9 10 119 113 107 101 96 90 85 80 76 72 68 119 110 102 94 87 81 75 70 65 61 57 119 108 98 89 82 75 69 64 59 55 51 119 105 94 85 77 70 64 59 55 50 47 116 108 100 93 86 80 75 69 65 61 57 116 104 93 84 77 70 64 59 54 50 47 111 104 97 90 84 78 73 68 64 60 56 111 100 91 83 76 69 64 59 54 50 47 106 100 94 88 82 77 72 67 63 59 55 106 97 89 81 75 69 63 58 54 50 46 100 93 86 79 72 66 61 56 52 48 45 Single unit data Height to lighted plane Initial center beam foot-candles Beam diameter (ft)* 5' 6' 7' 8' 9' 36 25 18 14 11 6.0' 7.2' 8.4' 9.6' 10.8' * Beam diameter is where foot-candles drop to 50% of maximum. Multiple unit data - RCR 2 Spacing on center Initial center beam foot-candles Watts per sq. ft. 5' 6' 7' 8' 9' 68.5 45.0 32.1 26.8 21.4 0.63 0.41 0.30 0.25 0.20 38' x 38' x 10' Room, Workplane 2.5' above floor, 80/50/20% Reflectances Angle Mean CP Lumens 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 906 945 1040 1128 1153 1114 978 732 460 175 18 0 0 0 0 0 0 0 0 93 318 506 450 148 2 0 0 0 Adjustment factors Finish CCT Lumens CL = 100% CC = 95% CD = 87% CZ = 63% WH = 87% BK = 57% 80CRI 4000K = 102% 80CRI 3500K = 100% 80CRI 3000K = 97% 80CRI 2700K = 87% 90CRI 3000K = 77% 90CRI 2700K = 73% 3000lm = 200% 2500lm = 167% 2000lm = 133% 1500lm = 100% 1000lm = 67% 500lm = 33% Efficacy: 106.6 lm/w Report2: T20161406 TM CORE 300 LX sconce Source Xicato XTM LED module - up to 3000 lumens C.C.T. 2700K, 3000K, 3500K or 4000K Color Consistency 1x2 SDCM (MacAdam) along BBL, CCT +/- 40K to 70K, Duv +/- .001 CRI (Ra) Driver / Location Input Voltage Reflector Material Finish Weight Location Approvals L80 Life Warranty IES Files Modifications 83 or 98 Included / Internal with remote or deep canopy options Up to 36 watts max, depending on LED module / driver 100 to 277VAC, phase dimmable versions are 120VAC only 20°, 40° or 60° - field replaceable without tools CNC machined aluminum with stainless steel hardware Powder coat - TGIC polyester for exterior and interior use 5 lb. [2.3 kg] Listed for Wet & Damp locations ETL Listed to UL 1598, 2108, 8750 and CSA C22.2# 9 & #250.0 > 50,000 hours at 80% lumen maintenance based on IESNA LM-80-08 Lifetime Limited Warranty - see warranty for details LM-79-08 IES files available at www.v2LightingGroup.com/downloads Any modification or customization is possible - consult factory SPECIFICATIONS PROJECT rev 151207 ©2015 v2 Lighting Group, Inc. Specifications subject to change without notice. v2LightingGroup.com 1 Power ORDERING LOGIC Driver Mounting Model Location Dimming Location Output CRI * C.C.T. Reflector Shell Color Options C3LS ---- N=Internal N=None D=Damp 07=700 lm 83=83 27=2700K 20=20°XX R=Remote P=Phase W=Wet 10=950 lm 98=98*30=3000K 40=40°(see chart on page 4) D=Deep V=0-10V 13=1300 lm 35=3500K 60=60° Canopy Z=Other 20=2000 lm 40=4000K ZZ=Custom 30=3000 lm * 98 CRI not available in 3000 lm Example Part Number: C3LS-NND-20832740-S3 CORE 300 LX Sconce - INternal Driver, No Dimming, Damp Location - 2000 lm, 83 CRI, 2700K, 40° Reflector - S3 Red Shell Job Type Part # Notes 4001580 LOCATION WET!"#DIMMABLEINDOOR OUTDOOR Dimming 0-10V or phase dimming to 10% standard; DALI, DMX and 1% dimming available TM Order Code V = 0-10V dimming to 10% LES1 CRI Lumens2, 3, 4 Wattage5 (W) Efficacy6 (lm/W)Order Code P = Phase dimming to 10% 700 5.6 129 Compatible with both forward and 950 8.2 118 reverse phase dimmers 1300 11.7 111 eldoLED 0-10V, DALI, or DMX dimming to 0% 2000 19.5 102 Lutron Hi-lume™A-series, EcoSystem or 3000 29.3 102 forward phase dimming to 1% 700 7.4 97 950 10.9 89 1300 15.6 83 * Standard LED drivers are suitable for Wet Location 2000 26.4 76 * Optional LED drivers are suitable for Damp Location *For EM applications: 1 LES: Light Emitting Surface diameter All LED drivers may be used with 3rd party inverter style systems 2 ±10% 3 Source lumens - see photometrics on page 3 for LOR to calculate delivered lumens 4 Higher lumen outputs are available in CORE / QUBE 400 series 5 Maximum luminaire wattage including LED driver = LED wattage x 1.2 6 Higher efficacies are available via lower drive currents - consult factory Optional LED Drivers* Lutron Hi-lume™ 5-series, EcoSystem dimming to 5% ReflectorOption LED Specifications Standard LED Drivers* (included in base price) Ra = 98R9 90R15 95 Ra = 83 ± 3 20°, 40° & 60° 19mm LED OPTIONS DIMENSIONS v2LightingGroup.com 2 CONTROL OPTIONS rev 151207 ©2015 v2 Lighting Group, Inc. Specifications subject to change without notice. CORE 300 LX sconce 12.2" 4.5" 0.3" 5" 2.2" Optional deep canopyfor canopy mounted LED driversOrder Code = DDiameter depends on LED driver size 2.4" 5"or6"Not to scale, dimensions are nominalConsult factory for CAD drawings All canopies fit standard 3.5" and 4"round and octagonal junction boxes TM PHOTOMETRICS v2LightingGroup.com 3rev 151207 ©2015 v2 Lighting Group, Inc. Specifications subject to change without notice. Beam Angle Order Code Intensity Plot (cd) (2000lm) Polar Plot (cd) (2000lm) Cone Diagram (2000lm) Description 20°20 0 30° 1280 60° 2560 90° 3840 5120 6400 0 1600 3200 4800 6400 5' Illuminance at Center 256 fc Beam Diameter 1.9' 10'64 fc 3.8' 15'28 fc 5.7' 20'16 fc 7.6' CBCP = 3195 cd/klm Beam Angle = 21°Field Angle = 63° LOR = 89.4 % Beam = full width @ 50%Field = full width @ 90% 40°40 0 30° 660 60° 1320 90° 1980 2640 3300 0 825 1650 2475 3300 5' Illuminance at Center 129 fc Beam Diameter 3.9' 10'32 fc 7.9' 15'14 fc 11.8' 20'8 fc 15.7' CBCP = 1607 cd/klm Beam Angle = 43° Field Angle = 73° LOR = 88.7 % Beam = full width @ 50%Field = full width @ 90% 60°60 0 30° 440 60° 880 90° 1320 1760 2200 0 550 1100 1650 2200 5' Illuminance at Center 84 fc Beam Diameter 5.6' 10'21 fc 11.3' 15'9 fc 16.9' 20'5 fc 22.6' CBCP = 1050 cd/klmBeam Angle = 59° Field Angle = 86° LOR = 85.2 % Beam = full width @ 50%Field = full width @ 90% LM-79-08 IES files available at www.v2LightingGroup.com/downloads Beam Shaping Options Add the order code shown below to the options box at the end of the part number: Order Code Description -HL Honeycomb Louver -DF Diffusion Lens -SF Satin finish on any standard reflector -LS Linear Spread Lens (60° x 1°) -WW Wall Wash Lens (shifts beam 20° from vertical) CORE 300 LX sconce TM v2LightingGroup.com 4rev 151207 ©2015 v2 Lighting Group, Inc. Specifications subject to change without notice. A2 Champagne A3 Light Bronze A4 Medium Bronze A5 Dark Bronze A1 Clear Silver A6 Black M2 Sea Foam M3 Forest Gray M5 Gunmetal Gray M6 Dove Gray M1 Pearl M7 Old Copper M4 Charcoal Gray M8 Old Brass L2 Gloss Light Gray L3 Gloss Dark Gray T1 Textured Matte White T2 Textured Matte Light Gray L1 Gloss White T3 Textured Metallic Dark Gray L4 Gloss Black T4 Textured Matte Black S2 Deep Orange S3 Red S5 Violet S6 Deep Blue S1 Light Orange S7 Sky Blue S4 Burgundy S8 Bright Green AnodizedEffect Metallic Basic Sparkle The complete range of powder coat colors from Tiger Drylac is available - consult factoryCustom match powder coat colors are available - consult factoryPrinted or on-screen colors are only approximations - consult v2 Color Chip Set Rev.4 before specifying C OLOR OPTIONS CORE 300 LX sconce M E M O R A N D U M DATE: July 9, 2018 TO: Ginny McIntosh, City Planner/Zoning Administrator FROM: Andrew Hogg, Assistant City Engineer SUBJECT: Site Plan Review –BC Secondary Schools Public Works Department staff reviewed the following documents submitted for review on June 12, 2018, for 6500 Humboldt Ave N: Civil Site Plans dated June 12, 2018 Subject to final staff Site Plan approval, the referenced plans must be revised in accordance with the following comments/revisions and approved prior to issuance of Land Alteration permit: C5.2 – Detail and Specifications Plan 1. Accessibility ramps shall comply with ADA standards. Miscellaneous 2. Upon project completion, the applicant must submit an as-built survey of the property, improvements and utility service lines and structures; and provide certified record drawings of all project plan sheets depicting any associated private and/or public improvements, revisions and adjustments prior to issuance of the certificate of occupancy. The as-built survey must also verify that all property corners have been established and are in place at the completion of the project as determined and directed by the City Engineer. 3.The total disturbed area is less than 0.5 acres; no project review is required for the West Mississippi Watershed Commission and an NPDES permit is not required. However the City s requests the applicant attempt to install BMP’s to improve water quality. Prior to issuance of a Land Alteration 4.Final construction/demolition plans and specifications need to be received and approved by the City Engineer in form and format as determined by the City. The final plan must comply with the approved preliminary plan and/or as amended as required by the City Engi neer. 5.A letter of credit or a cash escrow in the amount of up to 125% of the estimated cost of site improvements as determined by City staff shall be deposited with the City. 6.A Construction Management Plan and Agreement is required that addresses general construction activities and management provisions, traffic control provisions, emergency management provisions, storm water pollution prevention plan provisions, tree protection provisions, general public welfare and safety provisions, definition of responsibility provisions, temporary parking provisions, overall site condition provisions and non- compliance provisions. A separate $2,500 deposit will be required as part of the non-compliance provision. Exhibit B 6500 Humboldt Ave Site Plan Review Memo, July 9, 2018 Page 2 of 2 Anticipated Permitting: 7. Other permits not listed may be required and is the responsibility of the developer to obtain and warranted. 8. Copies of all required permits must be provided to the City prior to issuance of applicable building and land disturbance permits. 9. A preconstruction conference must be scheduled and held with City staff and other entities designated b y the City. The aforementioned comments are provided based on the information submitted by the applicant at the time of this review. Other guarantees and site development conditions may be further prescribed throughout the project as warranted and determined b y the City. ________________ App. No. 2018-013 PC 07/12/2018 Page 1 Planning Commission Report Meeting Date: July 12, 2018 Application No. 2018-013 Applicant: Casey’s Retail Company Location: 2101 Freeway Boulevard Request: Site and Building Plan Approval with Special Use Permit for a Gas Station/Convenience Store INTRODUCTION Casey’s Retail Company (“the Applicant”) is requesting consideration and approval of a Site and Building Plan and issuance of a Special Use Permit to construct and operate a gas station and convenience store at 2101 Freeway Boulevard (“the Subject Property”). The Subject Property was formerly home to a series of restaurants, including Chuck Muer’s, LaCasita’s, Chi-Chi’s, and the Mr. BBQ & Voodoo Lounge. The restaurant building was demolished in 2014 and the site has sat vacant since. Although site and building plan approvals do not require a public hearing, the request for issuance of a Special Use Permit requires that a public hearing be scheduled. A copy of the published notice, confirming publication in the Brooklyn Center Sun Post on June 28, 2018 (Exhibit A), is included. Mail notices were also sent out to property owners in accordance with Section 35-220 (Special Use Permits) of the Brooklyn Center Zoning Ordinance. COMPREHENSIVE PLAN AND ZONING STANDARDS Land Use Plan: RB - Retail Business Neighborhood: Shingle Creek Current Zoning: C2 (Commerce) District Surrounding Zoning: North: PUD/I1 (Planned Unit Development / Industrial Park) District East: C2 (Commerce) District South: I-94/I-694 West: Freeway Boulevard / I1 (Industrial Park) District Site Area: Approximately 2.12 acres Setback Standards: The typical minimum building setback requirements for a C2-zoned property are as follows: Front Yard: 35 feet Rear Yard: 40 feet Side Interior Yard: 10 feet Corner Side Yard: 25 feet The Subject Property is located at the southwest intersection of Shingle Creek Parkway and Freeway Boulevard and situated north of the westbound ramp to I-94/I-694. The setbacks as proposed on the • Application Filed: 06/12/2018 • Review Period (60-day) Deadline: 08/11/2018 • Extension Declared: N/A • Extended Review Period Deadline: N/A ________________ App. No. 2018-013 PC 07/12/2018 Page 2 submitted site plan have been identified as follows: Front Yard: ~155 feet Rear Yard: ~275 feet Side Interior Yard: ~65 feet Corner Side Yard: ~53 feet Conformity to: Land Use Plan: Yes Zoning Ord.: Yes (C2 District) Subdivision Ord.: Yes Sign Ord.: To be discussed within Staff Report. Variance Needed for Request: No BUILDING AND SITE PLAN REVIEW Building/Canopy The proposal calls for the construction of an approximately 4,600-square foot, one-story convenience store at 2101 Freeway Boulevard (“the Subject Property”). The total heights from finished floor to roof parapet are noted at approximately 18 and 21 feet. The building would be located on approximately 2.12 acres just north of the westbound I-94/I-694 on-ramp, near the intersection of Shingle Creek Parkway and Freeway Boulevard, and in proximity to the City’s hotel establishments and industrial park. A civil set, containing site, utility, grading, landscaping, and photometric plans, have been provided by the Applicant and are attached hereto as Exhibit B. Map 1. Subject Property Location. Although unofficial, the City does reference a set of design guidelines when reviewing site and building ________________ App. No. 2018-013 PC 07/12/2018 Page 3 plan applications. These guidelines are based on the Shingle Creek Crossing Architectural Design Guidelines, which were approved in 2011. These guidelines strive to have at least 50-percent of each elevation (wall surface) constructed with Class I materials, with the remaining surfaces to be constructed of Class II materials. Class I materials include: brick or acceptable brick-type material, marble; granite; other natural stone or acceptable natural looking stone; textured cement stucco; copper; porcelain, glass; architectural textured concrete pre-cast panels; and other materials including masonry units with enhanced detailing such as patterns, textures, color, dimension, banding, and brick inlay, as approved by the City Planning Commission and City Council. Class II materials include: exposed aggregate concrete panels; burnished concrete block; integral colored split face (rock face) and exposed aggregate concrete block; cast-in-place concrete; artificial stucco (e.g., E.I.F.S., Drivit); artificial stone; fiber-reinforced cement board siding with a minimum thickness of ¼ inch; canvas or vinyl awnings; prefinished metal; and other materials not listed elsewhere, as approved by the City Planning Commission and City Council. Image 1. Architectural Rendering of the East Elevation (view from Shingle Creek Parkway) Image 2. Architectural Rendering of the West Elevation. ________________ App. No. 2018-013 PC 07/12/2018 Page 4 Image 3. Architectural Rendering of the North Elevation (view from Freeway Boulevard). Image 4. Architectural Rendering of the South Elevation (view from I-94/I-694). The Applicant proposes to use a mix of glass, spandrel glass, real antique red brick (utilizing soldier course and running bond patterns), Aluminum Composite (ACM) panels, and cultured stonework in a rustic brown on the exterior of the building. Glass, brick and acceptable brick-type materials, along with natural stone and acceptable natural looking stones are considered as Class I type building materials, whereas pre-finished metals are considered a Class II type building material. Please refer to Exhibit C for copies of the building elevations and materials. City staff discussed the installation of spandrel glass with the Applicant and specifically inquired whether it would be possible to install real glass windows. Due to the location of the proposed coolers, kitchen hood, and restroom areas, the Applicant has indicated that the use of real glass would not be possible. As the submitted plans note the use of tinted glass, City staff held additional discussions regarding the overall visibility. Photos of like window tinting at other Casey’s were provided to City staff and show the ability to view inside the store as well as out. As proposed, the Casey’s store would feature two entrances. The primary entrance would face outward towards Shingle Creek Parkway and the gas pump canopy structure, while the secondary entrance would be located on the rear or west elevation of the building. The entrances would not mirror one another in location or size as the primary entrance is intended to draw in traffic from the adjacent roadways and users of the fuel pumps and as the coolers located along the rear portion of the building require that the rear entranceway be off center. ________________ App. No. 2018-013 PC 07/12/2018 Page 5 The proposed gas station pump canopy structure would be approximately 66 feet wide by 114 feet long and feature eight double-sided pumps. The pumps would have a separation of 30 feet. Assuming an average car width of approximately eight feet (the minimum width of a parallel parking space under the City Zoning Code), approximately 14 feet of drive aisle would remain for cars to navigate through the pump islands. The Applicant will be required to submit plans noting the canopy elevations and structure details (e.g., footings) as part of any building permit approval. ACCESS AND PARKING Vehicular Access/Parking Section 35-414 (Special Requirements for Automobile Service Stations) outlines a number of requirements regarding the esthetics, function, impact on surrounding properties, and overall access and parking for automobile service stations (gas stations). This section specifies that automobile service stations can pose problems relating to function and esthetics “involving traffic hazards, noise, light glare at night, outdoor storage of merchandise, poor architectural design, indiscriminate advertising, etc., all of which contribute to less enjoyment and use of and reduction of property values in surrounding properties.” In order to minimize adverse functional and esthetic conditions that may result from the operation of an automobile service station, a series of requirements are outlined within Section 35-414 to address these concerns. These requirements are outlined within this section and in the Special Use Permit section of this Planning Commission Report. The Applicant intends to remove one of the two existing driveways located along Freeway Boulevard, construct a new driveway curb cut, and retain the remaining, easternmost driveway access point. The driveways are proposed to be approximately 35 feet in width at their respective approaches and would be located approximately 145 feet apart. Per Section 35-414, automobile service stations are to maintain a minimum 50-foot separation between driveways. The Applicant does not propose to install a driveway along Shingle Creek Parkway and recognizes that the east side of the property runs alongside the right turn lane to the I-94/I-694 on-ramp. As driveway curb openings for automobile service stations may not be located within 40 feet of any intersection for corner properties, such as the case with the Subject Property, the Applicant has indicated that the easternmost driveway would be located an additional 145 feet from the intersection of property lines at Shingle Creek Parkway and Freeway Boulevard. The proposed drive aisles would meet and exceed the minimum drive aisle width requirement of 24 feet for 90-degree, two-way traffic, and the parking spaces are noted as approximately nine feet wide by 20 feet deep, meeting and exceeding the minimum 8 feet, 8 inch width by 18 feet deep requirement under the Zoning Code. Following a review of other approved gas station locations in the City, staff determined that the minimum parking requirements for gas station and convenience stores was based upon the number of gas pumps under the canopy and a minimum of 5.5 parking spaces per every 1,000-square feet of building area for the convenience store (retail use). The City Zoning Code requires that off-street parking and perimeter parking lot driveways be prohibited within 15 feet of the street right-of-way, allowing this area to be maintained as a green strip. The Applicant has no plans to expand into the identified green strip area and has indicated through the submitted plans that this green strip will include landscaping. ________________ App. No. 2018-013 PC 07/12/2018 Page 6 Table 1. Parking Requirements. Parking Use Minimum Required Parking Spaces Provided Parking Spaces (in bold) Gas Pumps (2 cars per double-sided pump) 1 parking space per each side of gas pump (8 double-sided gas pumps= 16 spaces required) 16 spaces Convenience Store (Retail Use) 5.5 parking spaces per 1,000 Gross Floor Area @ 4,606-SF (25.33 spaces required) 28 spaces ADA 1 (for 1 to 25 parking space requirement-minimum stall requirement of 25 stalls per 2015 Minnesota Accessibility Code) 2 spaces Total Required Parking (Convenience Store and Gas Pumps) 41.33 spaces (ADA spaces incorporated into total) Total Provided Parking 44 spaces  41 spaces with removal of 3 parking spaces in front of trash enclosure doors (ADA spaces incorporated into total) Source: Brooklyn Center Zoning Code, 2015 Minnesota Accessibility Code Parking Requirements. Per a review of the site plan, 28 marked parking spaces are indicated. As three of the parking spaces are proposed for installation in front of the trash enclosure, City staff has requested that these spaces be removed in order to provide clear access to the trash enclosure. This would leave 25 marked parking spaces, including two ADA parking spaces with their respective loading zones. The minimum required parking for a convenience store of 4,606-square feet would require a minimum of 25.33 parking spaces. Given the presence of eight double-sided gas pumps and the cross-use of the site for both gas fill-ups and the convenience store, it is assumed that some gas pump users would leave their vehicles at the gas pump and access the convenience store from there. The submitted site plan notes a substantially wide drive aisle of approximately 55 feet along the rear entrance and alongside the proposed bioinfiltration basin. The Applicant could consider relocating spaces 26, 27, and 28 there. Given the width of drive aisle and a minimum drive aisle of 24 feet in width for 90-degree, two-way traffic, the Applicant should also consider reducing the amount of impervious surface where not needed. The Applicant shall revise the plans to reflect internal crosswalk connections from the proposed sidewalk connections (e.g., Freeway Boulevard). Additionally, bike racks should be installed for users of the nearby Shingle Creek Trail running immediately to the west of the Subject Property. LIGHTING | TRASH | SCREENING Lighting The Applicant furnished a photometric plan of the Subject Property, which indicates 10 light poles, 32 under canopy lights, 12 building wall-packs, and 9 canopy/soffit luminaires. As proposed, the light poles would be mounted on 15 foot poles with two (2) foot concrete bases. Per the City Zoning Ordinance, “all exterior lighting shall be provided with lenses, reflectors, or shades, so as to concentrate illumination on the property of the owner or operator of said illumination devices.” Additionally, glare shall not emanate from or be visible beyond the boundaries of the illuminated premises. Section 35-712 (Lighting) of the City Zoning Ordinance further specifies that lighting shall not exceed ten (10) foot candles when measured at the property lines abutting the street right-of-way or ________________ App. No. 2018-013 PC 07/12/2018 Page 7 non-residentially zoned properties or three (3) foot candles for residentially zoned properties. Although the neighboring properties, which are located across the street, are all zoned commercial or industrial, there are numerous hotels, including the Super 8, Best Western, and Double Tree, that are in close, visual proximity to the Subject Property. Given the more residential nature of these properties, it is requested that the Applicant work to ensure that the lighting provided, particularly under the canopy, is no more than necessary. A review of the provided photometric plan, dated May 4, 2018, noted an average of 5.99 foot candles on the paved areas of the Subject Property, while the foot candles under the gas canopy were noted as 43.26 foot candles on average. The maximum foot candles noted along the property lines is 4.5. Although this falls below the maximum requirements for non-residentially zoned properties, City staff is requesting that the Applicant see if it is possible to reduce the foot-candles to be no more than three (3) foot candles along the property line, which would be in line with abutting residentially-zoned properties. City staff is also requesting that the Applicant verify the necessity for an average of 43.26 foot candles under the gas station canopy, as the lighting appears excessive. Further strides should be made to ensure light spray from the under canopy lighting is minimal and that lighting is concentrated downward through the use of shields, and to avoid glare emanating from the Subject Property. Per the unofficial City architectural design guidelines, light poles, fixtures, and bases should maintain a consistent dark color (i.e., bronze, black, or brown), and feature dark sky-friendly or cutoff style fixtures. As part of the building permit submittal, the Applicant will need to provide imagery of the proposed lighting, as well as fixture specifications. Trash A trash enclosure is noted on the submitted site plans, dated June 11, 2018. The proposed trash enclosure would be located at the southwest corner of the building, and, as proposed, the trash enclosure would be fully screened with a brick enclosure and metal access gates. As has been requested, the parking spaces are to be removed from in front of the trash enclosure to ensure clear access. A side door on the south elevation of the convenience store would provide direct access via a sidewalk to the trash enclosure. As part of any building permit approval, the Applicant will need to update the construction plan sets to reflect the trash enclosure in the same location, as the photometric plan shows the trash enclosure on the southeast corner of the building. Screening The trash enclosure and any other ground mounted equipment (e.g., transformers, mechanical) shall be effectively screened from adjacent public rights-of-way and adjacent properties by a solid wall or fence constructed of wood, masonry, or other durable materials that are complementary to the materials used on the primary building. Per Chapter 12 (Building Maintenance and Occupancy) of the City Code, roof-mounted equipment shall also be screened from view through use of parapets, wall/fencing materials, or paint to match surrounding colors when visible from the public right-of-way. As identified in the submitted building elevations, a 73 inch high custom aluminum mechanical screen would be installed on the roof. The Applicant will need to provide confirmation as to whether the screening is sufficient for any roof- mounted equipment. ________________ App. No. 2018-013 PC 07/12/2018 Page 8 LANDSCAPING The project submittal includes a detailed landscape plan, which illustrates the proposed planting schedule (i.e., shade trees, coniferous trees, decorative trees, shrubs). Although City Code does not have any specific requirements for landscape plantings, the City has operated under and held new and redeveloped areas to complying with the City’s adopted Landscape Point System policy, which assigns points to a given site based on the acreage of a development. The Point System requires commercial sites to provide a specific amount or number of landscaping units, and is based on a maximum percentage of certain materials (i.e., 50% shade trees; 40% coniferous trees; 35% decorate trees, and 25% shrubs). As the proposed event center would be located on approximately 2.12 acres, the development would need to achieve a minimum of 167.2 points, assuming a development use category of “Restaurant/Retail/Service/ Entertainment/Hotels.” Table 2. Landscape Point System Policy Planting Type Minimum Size Points Per Planting Maximum Points (%) Points Accrued Shade Trees (Serviceberry, Crabapple) 2 ½” diameter 10 50% or 83.6 points 80 points accrued (8 trees x 10 = 80) Coniferous Trees (Tamarack, Pine) 5’ height 6 40% or 66.8 points 36 points accrued (6 trees x 6 = 36) Decorative Trees 1” diameter 1.5 35% or 58.5 points 0 points accrued (0 trees x 1.5 = 0) Shrubs (Juniper) 12” diameter 0.5 25% or 41.8 points 7 points accrued (14 shrubs x 0.5 = 7) Total 100% = 167.2 points 123 points As summarized in Table 2 above, the submitted landscape plan does not meet the minimum required 167.2 points necessary and is deficient by approximately 44 points. To address the shortage of plantings, the Applicant can achieve an additional 30 points by planting five (5) additional conifers. Additionally, 34 points still remain for shrub plantings (0.5 point per planting) and approximately 58 points remain for the planting of decorative trees. A revised landscape plan noting compliance with the Landscape Point System Policy would be required as part of any building permit submittal. Although care needs to be taken to ensure the sight triangle is not compromised, the Applicant should revise the landscape plan to reflect additional plantings along northeast and east portions of the Subject Property, along Shingle Creek Parkway and Freeway Boulevard. Per Section 35-414 (Special Requirements for Automobile Service Stations), “any required buffer or screening area shall be so constructed and maintained as to keep the beam of automobile headlights from shining into abutting properties.” Although there are no directly abutting properties, year-round landscaping should be strategically places to break up the glare from vehicle headlights as they face towards Freeway Boulevard and Shingle Creek Parkway from the inside of the Subject Property. The Applicant should reference the City’s unofficial Architectural Design Guidelines regarding overall landscaping and site treatment. As part of any approval, the Subject Property will require an irrigation system to be installed and a plan to be submitted to the City. ________________ App. No. 2018-013 PC 07/12/2018 Page 9 CITY ENGINEER REVIEW As part of any approval of the requests, the Applicant would need to comply with the recommendations and conditions as noted by Assistant City Engineer Andrew Hogg in the memorandum dated July 9, 2018 (Exhibit D). The Assistant City Engineer has indicated that a traffic study of the proposed access intersections and intersections adjacent to the site is necessary as part of any site plan approval. As the total disturbed area exceeds one acre, an NPDES permit will also be required. It should be noted that some of the outlined conditions may be applicable at time of approval for future land disturbance (alteration) or building permits. The installation of all utility services and lines, and the finished grading of the Subject Property are to be reviewed and conducted under issuance of a Land Disturbance (Alteration) permit, which is reviewed and approved by the City engineers, and inspected for completeness by the City engineers and the Building Official. FIRE INSPECTOR REVIEW The submitted Utility Plan dated June 12, 2018, noted a proposed fire service line on the north end of the convenience store and the intent to salvage an existing fire hydrant located along Freeway Boulevard. The Applicant shall work with the Fire Inspector and Building Official to ensure all aspects of the building and site meet Fire Code and Building Code requirements. Although this is not a full list of requirements, the Fire Code does necessitate a minimum 20-foot wide drive aisle and a 13.5 foot clearance for fire trucks. There may be additional requirements relating to dead end roads, turn radius, FDC connections, Knox boxes, etc., which will need to be addressed as part of any building permit process. BUILDING OFFICIAL REVIEW Building Official Dan Grinsteinner reviewed the plans and commented that the proposed 1,000 gallon below grade grease interceptor, to be located toward the northeast corner of the building, will need to be reviewed as part of the City building permit process and through the Hennepin County Health Department. The proposed underground storage tanks (USTs), to be located along the eastern edge of the Subject Property, will require review and approval through the Minnesota Pollution Control Agency (MPCA) and Hennepin County. The Applicant will need to work with the Building Official to comply with all City building codes as part of any building permit approval process. SIGNAGE A sign package was submitted as part of the Applicant submittal to the City. The Applicant had initially submitted a proposal to incorporate two exterior advertising wall signs on either side of the entrance, but has since requested that consideration of the signage be removed from the request. It should be noted that City staff is unaware of any other gas station location that has exterior advertising signage on an on-going, rotating basis. Per the Sign Code, C2-zoned properties, “May have wall signs and projecting signs on each wall, provided the aggregate area of such signs does not exceed 15% of the area of the wall supporting the signs.” ________________ App. No. 2018-013 PC 07/12/2018 Page 10 A review of the submitted sign package indicates that wall signage will be installed on the primary and rear entrances. The Applicant shall revise the submitted wall signage to note the dimensions of each sign on the wall, as well as the amount of wall supporting the wall signs. The proposed Casey’s gas station and convenience store would be limited to a freestanding sign of no more than 155-square feet in sign area and no more than 25 feet in height (above 1st floor). Dynamic message signs (DMS) are permitted in the C2 (Commerce) District, but must adhere to the requirements as outlined in the Sign Code. The submittal provided indicates an illuminated freestanding sign along Shingle Creek Parkway with dynamic messaging. The proposed sign has an area of approximately 124- square feet and a height of 26.6 feet. The freestanding sign will need to be revised to fall within the maximum allowances. No portion of the freestanding sign may rotate. The Applicant should also review the submitted signage package to identify the potential for alterations to address the overall sign design per the requirements of Section 35-414. Gasoline service stations are also entitled to a freestanding informational sign on each pump island. The size of the sign shall not exceed 20 square feet in area and have a height no greater than 15 feet. A review of canopy signage located on other gas stations within the City determined that none of the gas pump canopies identified within the City feature signage. Per a review of a Planning Commission Report from 1997 for the Holiday gas station at the intersection of Trunk Highway 252 and 66th Avenue North, “It should be pointed out that illuminated canopies are not allowed unless that can be considered part of, and in lieu of, permitted freestanding signery.” All signage will require conformance with Chapter 34 of the City Code (Sign Ordinance). The Applicant will need to file a separate Building Permit application for any proposed signage. Based on staff findings, staff recommends Planning Commission recommendation of the requested site and building plans for the Subject Property, located at 2101 Freeway Boulevard; subject to the Applicant receiving approval of a Special Use Permit for the use of a gas station and complying with the comments outlined in the Approval Conditions noted below. SPECIAL USE PERMIT REVIEW As part of the Site and Building Plan approval, the Applicant is also requesting approval of a Special Use Permit to allow for a gas station (gas/automobile service station). According to Section 35-220 (Special Use Permits) of the City’s Zoning Ordinance, “Special uses are those which may be required for the public welfare in a given district but which are, in some respects, incompatible with the permitted uses in the district. Before a building or premises is devoted to any use classified as a special use by this ordinance, a special use permit must be granted by the City Council.” Section 35-322 (C2 Commerce District) notes that “Gasoline service stations (see section 35-414), motor vehicle repair and auto washes, provided they do not abut an R1, R2, or R4 district, including abutment at a street line” and “The sale or vending at gasoline service stations of items other than fuels, lubricants or automotive parts and accessories (and other than the vending of soft drinks, candy, cigarettes and other incidental items for the convenience of customers within the principal building) provided ________________ App. No. 2018-013 PC 07/12/2018 Page 11 adequate parking is available consistent with the Section 35-704, 2 (b) and 2 (c),” are permitted in the C2 (Commerce) District by Special Use only. Per the Standards of Special Use Permits, a Special Use Permit may be granted by the City Council after demonstration by evidence that all of the following are met: 1. The establishment, maintenance, or operation of the special use will promote and enhance the general public welfare and will not be detrimental to or endanger the public health, safety, morals, or comfort. Per Section 35-414 of the Zoning Code, certain requirements are outlined for automobile service stations. These requirements include provisions that require areas to be unobstructed and free of all vehicles, pumps, signs, displays or materials which tend to obscure visions where the use site is at the intersection of two streets. The Applicant shall also be required to meet all provisions within this Section, including the location of merchandise for sale. As noted in the submitted plans, the Applicant intends to meet and exceed the minimum setback requirements for the building, green strip, and driveway spacing and setbacks. The Applicant shall revise the submitted plans as necessary to provide internal crosswalk connections from the proposed sidewalk connections for pedestrians and bicyclists. The Assistant City Engineer has also requested that a Traffic Study be provided to the City as part of any building permit approval to address the anticipated increase in traffic near the intersection of Shingle Creek Parkway and Freeway Boulevard given that the Subject Property is currently vacant and was last used as a restaurant. 2. The special use will not be injurious to the use and enjoyment of other property in the immediate vicinity for the purposes already permitted, nor substantially diminish and impair property values within the neighborhood. The Subject Property is currently vacant, therefore, City staff is of the sense that redevelopment of the Subject Property would increase the value of the Subject Property. It is hoped that the addition of a gas station and convenience store would provide a service to residents and neighboring businesses, employees, and customers. Section 35-414 specifies that, “In evaluating architectural design, the City Council shall follow the principle that the building express sincere concepts and honest construction and be compatible with surrounding buildings. The appearance of the community and landscape is to be disturbed as little as possible. Moreover, the design of buildings and of the canopy, if there is one, shall be in scale with the surroundings. This subsection shall apply to all exterior additions or alterations including accessory structures and signs. The Applicant has submitted architectural plans and signage for review as part of this Application, including one freestanding sign and wall signage. The submitted architectural plans note the use of one story building comprised of brick, glass, Aluminum Composite panels, and cultured stone. As noted previously, City staff is requesting that the sign package be revised to meet the requirements of the Sign Code. Per Section 35-414, the Applicant should also review the submitted freestanding sign to identify opportunities to blend the freestanding sign into the surrounding area. ________________ App. No. 2018-013 PC 07/12/2018 Page 12 3. The establishment of the special use will not impede the normal and orderly development and improvement of surrounding property for uses permitted in the district. The building previously located on the Subject Property was demolished in 2014 and has been vacant since. The surrounding properties to the north, east, and west have been developed with numerous hotels, Schmitt Music, a Hindu temple, and other commercial and industrial properties. The land to the south of the Subject Property contains MN DOT property including I- 94/I-694. It is hoped that the proposed gas station and convenience store will serve as an amenity to those other uses permitted on the surrounding properties. The nearest gas station is located just under a mile to the east at the intersection of Humboldt Avenue North and Freeway Boulevard. 4. Adequate measurements have been or will be taken to provide ingress, egress, and parking so designed as to minimize traffic congestion in the public streets. The Applicant is aware of the right turn lane access to I-94/I-694 along the eastern edge of the Subject Property and has placed all driveway access points along Freeway Boulevard. An existing third curb cut is to be removed as a bioinfiltration basin will be located along the western edge of the Subject Property. The two proposed 35-foot wide driveway access points meet and exceed the minimum spacing requirement of 50 feet per Section 35-414 (Automobile Service Stations) and a distance of approximately 145 feet has been provided from the property line along the intersection of Shingle Creek Parkway and Freeway Boulevard. This distance exceeds the minimum 40 foot setback required for driveway curb openings at automobile service stations on corner properties. The Subject Property requires just over 25 parking spaces to serve the proposed approximately 4,600 square foot convenience store and 16 parking spaces along the eight double-sided pumps. As a condition of approval, a traffic study will be required to address access to the Subject Property and the intersections adjacent to the site. The Applicant will need to meet all requirements as outlined by MN DOT as well. The Applicant should also identify opportunities to add parking on the west side of the property (rear entrance), as the drive aisle is extremely wide. The Applicant has noted the installation of a 5-foot sidewalk connection, but will be required to revise the plans to reflect an interior crosswalk connection to the convenience store. 5. The special use shall, in all other respects, conform to the applicable regulations of the district in which it is located. As has been indicated in the staff report, the submitted plans substantially conform to the City’s codes. Any deficiencies as outlined within the staff report shall be revised to reflect conformance and be submitted to City staff for review and approval. The Applicant will need to apply for licensure with the City of Brooklyn Center to obtain a Filling Station license, along with any other relevant licensure. Based on staff findings, staff recommends Planning Commission recommendation of the requested issuance of a Special Use Permit for a gas station and convenience store for the property located at 2101 Freeway Boulevard (Subject Property); subject to the Applicant complying with the comments outlined in the Approval Conditions noted below. APPROVAL CONDITIONS: Staff recommends the following conditions be attached to any positive recommendation on the approval of Application No. 2018-013 for 2101 Freeway Boulevard (Subject Property): ________________ App. No. 2018-013 PC 07/12/2018 Page 13 1. Building and Site Plan Review: The building plans are subject to review and approval by the Building Official with respect to applicable codes prior to the issuance of permits; and the final location or placement of any fire hydrants or other fire-related building code items shall be reviewed and approved by the Fire Inspector. a. Any major changes or modifications made to this Site and Building Plan can only be made by an amendment to the approved Site and Building Plan as approved by the City Council. i. The Applicant shall revise the site plans to reflect the removal of spaces 26, 27, and 28 in front of the proposed trash enclosure. The Applicant shall identify opportunities to relocate parking spaces elsewhere on site. ii. The Applicant shall incorporate internal crosswalk connections from the proposed sidewalk on the plans and the addition of a bike rack for users of the Shingle Creek Trail, which runs just west of the Subject Property and has a direct sidewalk connection to Freeway Boulevard. b. The Applicant shall verify that the proposed building and site has met City Code requirements. c. Elevations and detailing of the gas pump canopy structure and footings are to be provided as part of the building permit review process. d. A pre-construction conference shall be held with City staff and other entities designated by the City prior to issuance of a Building Permit. 2. Agreements: a. The Property Owner/Developer shall execute a separate Performance Agreement with supporting financial guarantee approved by the City, which ensures the Subject Property will be constructed, developed, and maintained in conformance with the plans, specifications, and standards comprehended under this Site and Building Plan. b. The Developer shall submit an as-built survey of the Subject Property, as well as any improvements and utility service lines, prior to release of the performance guarantee. 3. Licensure: The Applicant shall work with the City to obtain any relevant licensure, including, but not limited to an annual Filling Station license. 4. Engineering Review: The Applicant agrees to comply with all conditions or provisions noted in the City Engineer’s Review memorandum, dated July 9, 2018 (Exhibit D): a. Final grading, drainage, utility, irrigation, erosion control, and as-built plans, and any other site engineering related issues are subject to review and approval by the City Engineer prior to the issuance of permits. b. The Applicant shall provide a traffic study to address of the proposed access intersections and intersections adjacent to the site is necessary as part of any site plan approval. 5. Fire Inspector Review: The Applicant agrees to comply with all conditions or provisions required per Fire and Building Code. These include, but are not limited to: a. Installation of a Knox-Box to allow for emergency access to the proposed riser/utility room. b. Verification of minimum turn-radius required for fire truck apparatus as part of parking lot approval and clearance around the gas pump canopy. ________________ App. No. 2018-013 PC 07/12/2018 Page 14 6. Construction Standards: a. Appropriate erosion and sediment control devices shall be provided on site during construction as approved by the City’s Engineering Department. b. All work performed and materials used for construction of utilities shall conform to the City of Brooklyn Center Standard Specifications and Details. 7. Facilities and Equipment: a. Any outside trash disposal facilities and rooftop or ground mechanical equipment shall be appropriately screened from view per City Code requirements. b. Any outdoor enclosures shall be constructed with materials that are complementary to the principal building. c. The Applicant shall utilize lighting in accordance with Section 35-712 (Lighting) of the City Zoning Ordinance. Although the surrounding properties are non-residentially zoned, the Applicant shall identify opportunities to reduce lighting along the property lines to 3-foot candles or less given the presence of hotels to the north, east, and west. d. The Applicant shall identify opportunities to reduce the overall intensity of foot-candles under the gas station canopy and minimize light spray. e. The Applicant shall furnish fixture specifications and imagery of proposed light installations as part of the Building Permit submittal. 8. Landscaping: a. The landscaping plan shall be revised to meet the minimum Landscape Point System Policy requirements. i. Additional plantings are to be included along the east and north east edges of the property. Opaque plantings (e.g., hedges) shall be located outside the designated sight triangle; however, plantings are to be introduced in locations where headlight glare may impact neighboring properties. b. All landscaped areas, including street boulevards, shall include approved irrigation systems to facilitate site maintenance. c. Irrigation shop drawings shall be provided to the City for review and approval prior to installation as noted on submitted Sheet L100 (Landscape Plan). 9. Signage: The Applicant shall submit a Building Permit application for any proposed signage as part of the development proposal. Signage is subject to the provisions of Chapter 34 (Sign Ordinance). RECOMMENDATION Based on the above-noted findings, Planning Staff recommends the Planning Commission recommends City Council approval of Planning Commission Application No. 2018-013, Site and Building Plan and Special Use Permit for a gas station and convenience store for the property located at 2101 Freeway Boulevard (Subject Property); subject to the Applicant complying with the Approval Conditions. Should the Planning Commission accept this recommendation, the Commission may elect to adopt the draft resolution which memorializes the findings in granting site and building plan and Special Use Permit approval, subject to the Applicant complying with the above-mentioned conditions of approval. This draft resolution will be provided at the Planning Commission meeting. ________________ App. No. 2018-013 PC 07/12/2018 Page 15 Attachments Exhibit A- Affidavit of Publication for Notice of Hearing (2101 Freeway Boulevard), published June 28, 2018, in Brooklyn Center Sun Post. Exhibit B- Brooklyn Center Casey’s Civil Set, prepared by Kimley-Horn and Associates, Inc., dated June 12, 2018. Exhibit C- Architectural Renderings of Proposed Casey’s Gas Station (2101 Freeway Boulevard), prepared by Bates, dated August 14, 2017. Exhibit D- Review Memorandum, prepared by Assistant City Engineer Andrew Hogg, dated July 9, 2018. Exhibit A Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 2 0 1 8 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 25 5 0 U N I V E R S I T Y A V E N U E W E S T , S U I T E 2 3 8 N , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M K: \ T W C _ L D E V \ C A S E Y ' S \ B R O O K L Y N _ C E N T E R _ M N \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ C 0 - C O V E R S H E E T . d w g J u n e 1 2 , 2 0 1 8 - 2 : 3 5 p m BY RE V I S I O N S No . DA T E PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N PR E P A R E D F O R CO V E R S H E E T C000 BR O O K L Y N C E N T E R - CA S E Y ' S CA S E Y ' S R E T A I L CO M P A N Y BR O O K L Y N CE N T E R MI N N E S O T A DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . AN D R E W T . B E R G 06 / 1 2 / 2 0 1 8 47 9 8 0 DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 0 9 8 2 0 0 2 06 / 1 2 / 2 0 1 8 AS S H O W N AC L AC L AT B NORTH VICINITY N.T.S. SITE BROOKLYN CENTER, HENNEPIN COUNTY, MINNESOTA 1. CONTRACTOR SHALL CONFIRM THAT THE EXISTING CONDITIONS FOR THE SITE MATCH WHAT IS SHOWN ON THE DRAWINGS INCLUDED PRIOR TO CONSTRUCTION. 2. IF REPRODUCED, THE SCALES SHOWN ON THESE PLANS ARE BASED ON A Previous paper size (34.00 x 22.00 Inches) SHEET. 3. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICES COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICES. 4. ALL GENERAL CONTRACTOR WORK TO BE COMPLETED (EARTHWORK, FINAL UTILITIES, AND FINAL GRADING) BY THE MILESTONE DATE IN PROJECT DOCUMENTS. NOTES: PROJECT TEAM: SURVEYOR EGAN, FIELD, AND NOWAK 1229 TYLER STREET NE, SUITE 100 MINNEAPOLIS, MN 55413 TELEPHONE: (612) 466-3300 CONTACT: CHRISTOPHER TERWEDO ENGINEER KIMLEY-HORN AND ASSOCIATES, INC. PREPARED BY: ANDREW T. BERG 2550 UNIVERSITY AVE W, SUITE 238 N ST. PAUL, MN 55114 TELEPHONE (651) 645-4197 OWNER / DEVELOPER CASEY'S RETAIL COMPANY ONE SE CONVENIENCE BLVD. ANKENY, IA 50021 TELEPHONE: 515-965-6100 BROOKLYN CENTER - CASEY'S GENERAL STORE SECTION 35, TOWNSHIP 119N, RANGE 21W FOR SITE DEVELOPMENT PLANS Know what'sbelow. before you dig.Call ARCHITECT BATES ARCHITECTS 106 N 37TH STREET, SUITE C ROGERS, AR, 72756 TELEPHONE: (479) 633-8155 CONTACT: JAMES DAMRON DRAWING INDEX SHEET NO.SHEET TITLE C000 COVER SHEET C100 SITE PLAN C200 GRADING PLAN C300 UTILITY PLAN L100 LANDSCAPE PLAN LANDSCAPE ARCHITECT KIMLEY-HORN AND ASSOCIATES, INC. CHAD FEIGUM 2550 UNIVERSITY AVE W, SUITE 238 N ST. PAUL, MN 55114 TELEPHONE (763) 251-1030 Ex h i b i t B U T I L I T Y N O T E # 2 U T I L I T Y N O T E # 3 & # 4 U T I L I T Y N O T E # 1 U T I L I T Y N O T E # 5 N O T E # 2 6 M I S C . N O T E # 2 N O T E # 2 4 N O T E # 2 4 4 2 ' F R E E W A Y B O U L E V A R D SH I N G L E C R E E K P A R K W A Y 3 5 ' P R O P O S E D A P P R O A C H 3 5 ' P R O P O S E D A P P R O A C H SIDEWALK S I D E W A L K P R O P O S E D " O O " C A S E Y ' S S T O R E 4 9 ' - 0 " x 9 4 ' - 0 " F L A T R O O F B U I L D I N G SIDEWALK N O P A R K I N G H . C . P A R K I N G B O L L A R D ( T Y P . ) 9'x20' 8'8' 5' H . C . S I G N S I D E W A L K 9'x20' P R O P O S E D 6 6 ' x 1 1 4 ' C A N O P Y 30' 6 5 ' 30' 30' 3 0 ' 4 0 ' 55'-4" 2 8 ' - 4 " 2 2 3 ' - 9 " 1 5 0 ' - 7 " 4 9 ' 1 0 ' 6 ' 7 5 ' 47'-5" 94' 6' 6' L C N O P A R K I N G H . C . P A R K I N G BOLLARD (T Y P . ) 9'x20' 9'x20' 8'8' 5' H . C . S I G N 8 7 9 1 0 6 1 3 1 4 1 5 1 1 6' C U R B CURB CURB C U R B C U R B 1 8 ' N O P A R K I N G N O P A R K I N G 2 0 2 4 2 3 2 2 2 1 1 9 1 8 E X I S T I N G F E N C E ( V E R I F Y O W N E R S H I P ) E X I S T I N G F E N C E ( V E R I F Y O W N E R S H I P ) A A A A A A B B B B A C C A A D D F F E X I S T I N G S I D E W A L K E E X I S T I N G S I D E W A L K E EXI S T I N G S I D E W A L K 5 1 2 A F F E X I S T I N G S I D E W A L K E X I S T I N G S I D E W A L K EXI S T I N G S I D E W A L K 6' P R O P O S E D B I O F I L T R A T I O N B A S I N ( S E E C I V I L S H E E T S ) 3 5 ' B U I L D I N G S E T B A C K 1 0 ' B U I L D I N G S E T B A C K 3 5 ' B U I L D I N G S E T B A C K 35' B U I L D I N G S E T B A C K 35' B U I L D I N G S E T B A C K 3 5 ' B U I L D I N G S E T B A C K 1 5 ' P A R K I N G S E T B A C K 1 5 ' P A R K I N G S E T B A C K 15' P A R K I N G S E T B A C K 15' P A R K I N G S E T B A C K 1 5 ' P A R K I N G S E T B A C K 1 5 ' P A R K I N G S E T B A C K C U R B A A 33'-2" 2 5 ' - 9 " PROP. 5' SIDEWA L K 1 6 1 7 4 3 C U R B A M I S C . N O T E # 1 2 5 2 6 2 7 30'-5" 2 8 2 1 4 0 ' - 5 " 1 5 ' 3 5 ' P R O P O S E D 2 8 ' x 2 0 ' D U M P S T E R R E C Y C L E A R E A N T S V I C I N I T Y M A P N O T E : G A S O L I N E P U M P P A R K I N G S P A C E S ( D O N O T P A I N T L I N E S O R O T H E R W I S E M A R K ) M A R K E D P A R K I N G S P A C E S ( P A I N T L I N E S A S I N D I C A T E D ) 5 3 2 V F I L L C A T C H B A S I N W / D R O P T U B E O V E R S P I L L P R O T E C T I O N ( T Y P . ) T U R B I N E E N C L O S U R E T Y P . C O N T A I N S ; S U B - P U M B W / L I N E D E T E C T I O N , T A N K P R O B E F O R F U E L M O N I T O R I N G , I N C L U D I N G T H E I N T E R S T I T I A L S E N S O R A N D T A N K S U M P S E N S O R V E N T E X T R A C T O R W / V A P O R R E C O V E R Y / S P I L L C O N T A I N M E N T S U M P S E N S O R @ E A C H D I S P E N S E R . F U . G . S . T . N o t e s L e g e n d G e n e r a l C o n s t r u c t i o n N o t e s S I T E P L A N A L - 1 0 1 1 " = 3 0 ' S i t e L a y o u t P l a n A 1 A R E A L I G H T S ( 1 0 S H O W N ) R E F E R T O L I G H T I N G P L A N ( R L - 5 4 1 5 - S 1 - R 1 ) D O N E B Y R E D L E O N A R D . 1 . ) 2 - 3 0 , 0 0 0 G A L L O N D O U B L E W A L L F I B E R G L A S S T A N K S . T A N K 1 - 2 2 , 0 0 0 G A L L O N ( 8 7 E ) T A N K 2 - 1 4 , 0 0 0 G A L L O N ( D I E S E L ) T A N K 3 - 8 , 0 0 0 G A L L O N ( 9 1 E ) T A N K 4 - 8 , 0 0 0 G A L L O N ( 9 1 C ) T A N K 5 - 8 , 0 0 0 G A L L O N ( E 8 5 ) 2 . ) T A N K S E T T I N G D E T A I L S P A G E Q F - 3 0 1 3 . ) F I L L P I P E A N D M A N H O L E D E T A I L P A G E Q F - 3 0 1 4 . ) C I R C U I T B R E A K E R P A N E L P A G E E - 5 0 1 5 . ) R E F R I G E R A T I O N W I R I N G P A G E Q R - 6 0 2 6 . ) G I L B A R C O W I R I N G P A G E Q F - 6 0 1 7 . ) I S L A N D S I Z E - 3 ' x 5 ' W / D U A L G U A R D P I P E 8 . ) 8 - G I L B A R C O 7 0 0 S D I S P E N S E R S - B L E N D E D 4 = N G 1 4 N O Z Z L E S & 8 M E T E R S E A C H 4 = N J 4 6 N O Z Z L E S & 8 M E T E R S E A C H 9 . ) I S L A N D D E T A I L S P A G E A L - 5 0 1 1 0 . ) I S L A N D C O N D U I T D E T A I L P A G E E - 6 0 2 1 1 . ) D O N O T P L A C E P R O D U C T P I P I N G U N D E R I S L A N D 1 2 . ) 1 8 " M I N . F R O M T A N K P I P I N G T O F I N I S H S U R F A C E 1 3 . ) S I G N B A S E D E T A I L S P A G E A L - 6 0 1 1 4 . ) S I G N D E T A I L S P A G E A L - 6 0 1 1 5 . ) D R I V E W A Y J O I N T S T O B E P A C K E D & C A U L K E D 1 6 . ) C O N C R E T E D R I V E T R O W E L E D W I T H L I G H T B R O O M F I N I S H 1 7 . ) C O N T R O L J O I N T S - M I N . 1 0 0 s q . f t . - M A X . 1 2 5 s q . f t . - 2 5 % D E E P 1 8 . ) C O N S T R U C T I O N J O I N T S - P I N N E D 4 ' O . C . 1 2 " E A C H W A Y W I T H 1 / 2 " R E B A R # 4 1 9 . ) A P P R O A C H E S T O B E 7 " N O N - R E I N F O R C E D O R A S P E R S T A T E / C I T Y S P E C . 2 0 . ) S L O P E M A X . 2 % F O R B U I L D I N G S I D E W A L K , H . C P A R K I N G 1 : 5 0 A L L D I R E C T I O N S A L L A C C E S S I S L E S T R I P I N G A T 4 5 D E G R E E A N G L E B E I N G M A X . 4 ' S E P A R A T I O N 2 1 . ) R U N V E N T L I N E S U P S E P A R A T E C A N O P Y C O L U M N , V E R I F Y 2 2 . ) V E R I F Y A L L U T I L I T Y L O C A T I O N S A N D D I M E N S I O N S . 2 3 . ) C A N O P Y F O O T I N G : S I Z E 6 ' - 3 " L E N G T H x 6 ' - 3 " W I D T H x 3 ' - 0 " D E P T H . C O N C R E T E : M I N I M U M C O M P R E S S I V E S T R E N G T H O F F ' C - 3 0 0 0 p . s . i . C O N C R E T E R E I N F O R C I N G : A S T M A - 6 1 5 G R A D E 6 0 . R E B A R C A G E : ( 8 ) # 6 H O R I Z O N T A L T I E S L E N G T H W I S E T O P A N D B O T T O M 1 2 " M A X I M U M S P A C I N G . 2 4 . ) A L L F U E L D I S P E N S E R S F A L L W I T H I N A 1 0 0 F O O T R A D I U S O F T H E E M E R G E N C Y S H U T - O F F S W I T C H L O C A T E D I N S I D E A T T H E S A L E S C O U N T E R F O R T H E C O N V E N I E N C E S T A F F . A S E C O N D A R Y S H U T O F F S H A L L B E I N S T A L L E D O N A P O S T A T T H E C U R B I F A L L F U E L D I S P E N S E R S D O N O T F A L L W I T H I N A 1 0 0 R A D I U S . 2 5 . ) I R R I G A T I O N R E Q U I R E D W I T H R A I N S E N S O R M O U N T E D O N B A C K R A I L I N G O F R O O F . 2 6 . ) A I R C O M P R E S S O R B O X , M O U N T E D T O S T E E L P O L E , I N S T A L L E D O N 3 ' x 6 ' C O N C R E T E P A D 1 6 " F R O M B A C K O F C U R B . 1 1 0 V O L T - 6 0 H Z - 5 . 5 A M P . 8 G A U G E M I N I M U M R E C O M M E N D E D . A R E A T O B E S O D 4 O n e C o n v e n i e n c e B l v d . , P . O . B o x 3 0 0 1 , A n k e n y , I A 5 0 0 2 1 5 1 5 - 9 6 5 - 6 1 0 0 C A S E Y ' S C O N S T R U C T I O N D I V I S I O N P R O J E C T : D R A W I N G I N F O R M A T I O N : P U B L I S H E D : R E V I S E D O N : D R A W I N G I N F O R M A T I O N : C O N S T R U C T I O N D I V I S I O N D R A W N B Y : C H E C K E D B Y : R . S t e v e n s 0 4 / 2 5 / 1 8 B r o o k l y n C e n t e r , M N O O S T O R E - F L A T R O O F I n t e r s e c t i o n o f S h i n g l e C r e e k P k w y & F r e e w a y B l v d . 5 U t i l i t y N o t e s C O N C R E T E P A V I N G O R S I D E W A L K S ( 4 7 , 5 8 5 + / - S Q . F T . ) S Y M B O L I N D I C A T E S E X I S T I N G U T I L I T Y T O E X I S T I N G S T R U C T U R E T O B E R E M O V E D O R D I S C O N N E C T E D B Y A P P R O P R I A T E C O N T R A C T O R . V E R I F Y W I T H U T I L I T Y C O M P A N Y R E P R E S E N T A T I V E . U T I L I T Y N O T E # 1 : P R O P O S E D E L E C T R I C A L S E R V I C E E N T R A N C E . E L E C T R I C 3 P H A S E , 8 0 0 A M P . , 1 2 0 2 0 8 V O L T S , 4 W I R E . T E L E P H O N E 2 0 P A I R , 8 L I N E S . U T I L I T Y N O T E # 2 : P R O P O S E D 1 . 5 " S C H E D U L E 4 0 I R O N P I P E G A S S E R V I C E C O N N E C T I O N . C O N N E C T I O N L O A D I S 6 8 0 M B H . T O T A L C O N N E C T E D L O A D I S 6 8 0 , 0 0 0 B T U 6 1 8 C U / F T . H R . H O U S E P R E S S U R E I S 7 " W . C . U T I L I T Y N O T E # 3 : P R O P O S E D 6 " S A N I T A R Y S E W E R C O N N E C T I O N . U T I L I T Y N O T E # 4 : P R O P O S E D 1 , 0 0 0 G A L L O N B E L O W G R A D E G R E A S E I N T E R C E P T O R W I T H 2 M A N H O L E S . U T I L I T Y N O T E # 5 : P R O P O S E D 2 " C O P P E R W A T E R S E R V I C E C O N N E C T I O N . M i s c . # 1 : D U M P S T E R A R E A B R I C K E N C L O S U R E W / M E T A L G A T E S . 4 - 6 ' G A T E S A N D 3 ' S E R V I C E G A T E M i s c . # 2 F O U R P R O D U C T P Y L O N S I G N . Z o n i n g I n f o r m a t i o n L e g a l D e s c r i p t i o n : T r a c t A , R e g i s t e r e d L a n d S u r v e y N o . 1 5 3 8 , l o c a t e d i n S e c t i o n 2 5 , T o w n s h i p 1 1 9 N o r t h , R a n g e 2 1 W e s t , 5 t h P r i n c i p a l M e r i d i a n , b e i n g d e s c r i b e d a s : B e g i n n i n g a t t h e N o r t h e a s t e r l y c o r n e r o f s a i d T r a c t A , R e g i s t e r e d L a n d S u r v e y N o . 1 5 3 8 ; t h e n c e S o u t h 2 1 d e g r e e s 2 9 m i n u t e s 4 8 s e c o n d s W e s t , a d i s t a n c e o f 1 0 9 . 8 8 f e e t ; t h e n c e S o u t h 3 2 d e g r e e s 4 4 m i n u t e s 1 2 s e c o n d s W e s t , a d i s t a n c e o f 1 0 1 . 9 8 f e e t ; t h e n c e S o u t h 8 0 d e g r e e s 4 0 m i n u t e s 1 9 s e c o n d s W e s t , a d i s t a n c e o f 1 1 4 . 2 0 f e e t ; t h e n c e N o r t h 6 8 d e g r e e s 3 4 m i n u t e s 2 4 s e c o n d s W e s t , a d i s t a n c e o f 7 4 . 4 8 f e e t ; t h e n c e N o r t h w e s t e r l y a d i s t a n c e o f 2 8 2 . 0 3 f e e t a l o n g o n a t a n g e n t i a l c u r v e c o n c a v e t o t h e S o u t h w e s t h a v i n g a r a d i u s o f 7 8 6 . 2 0 f e e t a n d a c e n t r a l a n g l e o f 2 0 d e g r e e s 3 3 m i n u t e s 1 2 s e c o n d s ; t h e n c e N o r t h 1 6 d e g r e e s 2 6 m i n u t e s 2 0 s e c o n d s W e s t , a d i s t a n c e o f 6 7 . 7 6 f e e t ; t h e n c e N o r t h 7 0 d e g r e e s 3 6 m i n u t e s 3 3 s e c o n d s E a s t , a d i s t a n c e o f 2 1 2 . 8 4 f e e t ; t h e n c e E a s t e r l y 3 6 9 . 9 7 f e e t a l o n g a t a n g e n t i a l c u r v e c o n c a v e t o t h e S o u t h h a v i n g a r a d i u s o f 5 1 7 . 0 2 f e e t a n d a c e n t r a l a n g l e o f 4 0 d e g r e e s 0 0 m i n u t e s 0 0 s e c o n d s ; t h e n c e S o u t h 6 8 d e g r e e s 2 3 m i n u t e s 2 7 s e c o n d s E a s t , a d i s t a n c e o f 9 . 6 9 f e e t t o t h e p o i n t o f b e g i n n i n g . 1 ( C - 2 ) C O M M E R C E F R O N T B U I L D I N G S E T B A C K : 3 5 F T . S I D E B U I L D I N G S E T B A C K : 1 0 F T . R E A R B U I L D I N G S E T B A C K : 4 0 F T . C A N O P Y S E T B A C K : N / A B U I L D I N G H E I G H T : N O N E P A R K I N G R E Q U I R E M E N T S : 2 5 S P A C E S R E Q U I R E D , W I T H 1 A D A S P A C E . T O T A L P R O V I D E D : 4 0 ( 2 0 M A R K E D , 1 6 U N M A R K E D , 2 A D A S P A C E S ) N O T I C E : A L L W O R K I N / O N T H E R . O . W . A R E A I S S U B J E C T T O T H E C I T Y O F B R O O K L Y N C E N T E R A N D T H E S T A T E O F M I N N E S O T A D . O . T . A P P R O V A L A N D S P E C I F I C A T I O N S . C B A K e y e d C o n s t r u c t i o n N o t e s P R O P O S E D 1 5 ' R A D I U S 2 ' S T U B , T A P E R E D C U R B 2 % M A X . C R O S S - S L O P E I N S I D E W A L K A R E A R E M O V E E X I S T I N G A P P R O A C H T I E I N T O E X I S T I N G F L O W L I N E A N D C U R B S I D E W A L K M A T S ( V E R I F Y W I T H C I T Y ) M i s c . N o t e s R e f e r e n c e d S h e e t s C I V I L P L A N S B Y K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . * C 0 0 0 C o v e r S h e e t C 2 0 0 G r a d i n g P l a n C 3 0 0 U t i l i t y P l a n L 1 0 0 L a n d s c a p i n g P l a n C o n t a c t I n f o r m a t i o n : B R O O K L Y N C E N T E R - C I T Y H A L L 7 6 3 - 5 6 9 - 3 3 1 9 B R O O K L Y N C E N T E R P U B L I C W O R K S ( S E W E R , W A T E R ) 7 6 3 - 5 6 9 - 3 3 2 7 X C E L E N E R G Y ( E L E C T R I C A L ) 7 6 3 - 4 9 3 - 1 8 4 8 C E N T E R P O I N T E N E R G Y ( N A T U R A L G A S ) 7 6 3 - 7 8 5 - 5 4 2 8 C E N T U R Y L I N K ( T E L E P H O N E A N D I N T E R N E T ) 8 6 6 - 9 6 3 - 6 6 6 5 S T A T E D O T P E R M I T O F F I C E 6 5 1 - 2 3 4 - 7 9 1 1 P r o p o s e d C a s e y ' s G e n e r a l S t o r e l o c a t i o n S C R E E N I N G R E Q U I R E D K N O X B O X R E Q U I R E D B R I C K D U M P S T E R E N C L O S U R E 4 - P R O D U C T H O R I Z O N T A L P Y L O N S I G N E D 0 5 / 0 3 / 1 8 F 0 5 / 0 7 / 1 8 0 5 / 1 7 / 1 8 0 5 / 2 5 / 1 8 0 6 / 0 6 / 1 8 0 6 / 1 1 / 1 8 SPEED LIMIT 40 MPH SPEED LIMIT 35 MPH 850 85 0 855 848 8 4 8 849 8 4 9 85 1 852 853 854 856 857 85 0 8 5 0 85 0 85 5 8 4 9 84 9 8 5 1 8 5 1 85 1 85 2 8 5 2 85 2 85 3 85 4 85 6 85 7 8 5 0 8 5 1 8 5 0 848 849 851 847 848 849 849 846 847 848 849 84 9 850 847 848 849 8 4 9 8 4 8 847 850 85 0 850 855 849 849 849 849 85 1 852 853 854 856 848 849 84 9 849 85 0 85 0 84 884 9 84 9 850 848 849 8498 4 9 846 847 848 84 5 84 1 84 2 84 3 84 4 846 84 6 84 7 84 7 84 8 84 8 84 8 84 8 84 9 84 9 84 5 850 84 2 84 3 84 4 84 6 84 7 848 84 9 8 5 1 847 8 4 8 848 849 84 7 84 7 8 4 8 85 0 84 8 84 9 CASEY'S FFE: 849.50 1.5 3 % 1.66% 1.76 % 2. 9 4 % 2.1 5 % 2.8 2 % 2.09% 2.33% 2.74 % 2. 8 3 % 1. 8 8 % 1. 3 2 % 1.95% 3.08% 1.6 1 % 1.2 9 % 2 . 1 9 % 3.9 2 % 2 . 4 0 % 1.26% 1.90 % 1. 9 8 % 24 . 9 1 % 24.45% 25.50 % 6.73% 4.32% 2.86 % 32.08% D D D D STRM - 202 RE:843.45 IE:841.60 E IE:841.60 NW STRM - 203 RE:847.65 IE:842.22 E IE:842.22 W STRM - 201 RE:847.57 IE:841.14 SE IE:841.14 W SAFL BAFFLE STRM - 301 RE:847.50 IE:841.92 NE IE:841.92 SW SAFL BAFFLE STRM - 302 RE:847.06 IE:842.10 E IE:842.10 SW STRM - 303 RE:846.91 IE:842.82 E IE:842.82 W STRM - 304 RE:846.64 IE:843.00 W STRM - 204 RE:845.81 IE:842.54 W STRM - 101 RE:842.50 IE:839.00 NE SEE DETAIL STRM - 100 RE:844.31 IE:843.81 SW IE:837.60 W IE:837.60 E 36 LF - 12" PVC @ 0.50%145 LF - 12" PVC @ 0 . 5 0 % 36 LF - 12" PVC @ 0.50% 48 LF - 12" RCP @ 0.50% 62 LF - 12" PVC @ 0 . 5 0 % 91 LF - 12" PVC @ 0.50% 29 LF - 12" RCP @ 0.50% 126 LF - 12" PVC @ 0.50% 122 LF - 12" RCP @ -3.94% ROOF DRAIN CONNECTION ROOF DRAINS @ MIN. 1.0% SLOPE. CONNECT TO STRM-202 ME:851.38 ME:851.48 ME:850.28 ME:850.35 ME:851.42 ME:851.04 ME:847.07 ME:847.23 ME:845.92 ME:846.03 ME:846.42 ME:846.60 ME:846.50 ME:846.81 FL:847.02 FL:847.50 HP:847.91 LP:847.57 FL:847.91 FL:848.06 FL:848.90 FL:848.90 FL:848.93 FL:848.93 FL:848.94 FL:848.95 FL:848.90 FL:848.91 FL:848.91 FL:848.91 FL:848.90 FL:849.08 FL:846.72 LP:845.81 FL:845.96 FL:846.05 FL:846.48 FL:847.41 HP:847.93 HP:847.93 FL:846.98 FL:846.73 FL:846.64FL:846.91 FL:847.54 FL:847.64HP:848.52 FL:848.10 FL:847.06 848.66 848.85 848.89 849.50 849.50 849.50 849.50 848.47 848.48 848.49 848.60 848.59 848.55 847.52 847.65 847.70 847.63 847.08 847.00 846.85 846.61 STRM - 300 IE:841.68 NE STRM - 200 IE:841.00 E CANOPY DOWNSPOUT DRAINS @ MIN. 1.0% SLOPE. CONNECT TO STRM-203. 4" PERFORATED PVC UNDERDRAIN @ MIN. 0.50% SLOPE BIOFILTRATION BASIN Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 2 0 1 8 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 25 5 0 U N I V E R S I T Y A V E N U E W E S T , S U I T E 2 3 8 N , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M K: \ T W C _ L D E V \ C A S E Y ' S \ B R O O K L Y N _ C E N T E R _ M N \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ C 5 - G R A D I N G P L A N . d w g J u n e 1 2 , 2 0 1 8 - 2 : 3 5 p m © BY RE V I S I O N S No . DA T E PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N PR E P A R E D F O R GR A D I N G P L A N C200 BR O O K L Y N C E N T E R - CA S E Y ' S CA S E Y ' S R E T A I L CO M P A N Y BR O O K L Y N C E N T E R MI N N E S O T A DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . AN D R E W T . B E R G 06 / 1 2 / 2 0 1 8 47 9 8 0 DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 0 9 8 2 0 0 2 06 / 1 2 / 2 0 1 8 AS S H O W N AC L AC L AT B NORTH GRADING PLAN NOTES 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY OF BROOKLYN CENTER, SPECIFICATIONS AND BUILDING PERMIT REQUIREMENTS. 2. CONTRACTOR TO CALL GOPHER STATE CALL ONE @ 1-800-252-1166 AT LEAST TWO WORKING DAYS PRIOR TO EXCAVATION/CONSTRUCTION FOR UTILITY LOCATIONS. 3. STORM SEWER PIPE SHALL BE AS FOLLOWS: RCP PER ASTM C-76 HDPE: 0" - 10" PER AASHTO M-252 HDPE: 12" OR GREATER PER ASTM F-2306 PVC SCH. 40 PER ASTM D-3034 STORM SEWER FITTINGS SHALL BE AS FOLLOWS: RCP PER ASTM C-76, JOINTS PER ASTM C-361, C-990, AND C-443 HDPE PER ASTM 3212 PVC PER ASTM D-3034, JOINTS PER ASTM D-3212 4. CONTRACTOR TO FIELD VERIFY THE LOCATIONS AND ELEVATIONS OR EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO THE START OF SITE GRADING. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE PROJECT ENGINEER OF ANY DISCREPANCIES OR VARIATIONS. 5. SUBGRADE EXCAVATION SHALL BE BACKFILLED IMMEDIATELY AFTER EXCAVATION TO HELP OFFSET ANY STABILITY PROBLEMS DUE TO WATER SEEPAGE OR STEEP SLOPES. WHEN PLACING NEW SURFACE MATERIAL ADJACENT TO EXISTING PAVEMENT, THE EXCAVATION SHALL BE BACKFILLED PROMPTLY TO AVOID UNDERMINING OF EXISTING PAVEMENT. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL. 7. CONTRACTOR SHALL EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED STORM SEWER ALIGNMENTS. 8. GRADES SHOWN ARE FINISHED GRADES. CONTRACTOR SHALL ROUGH GRADE TO SUBGRADE ELEVATION AND LEAVE STREET READY FOR SUBBASE. 9. ALL EXCESS MATERIAL, BITUMINOUS SURFACING, CONCRETE ITEMS, ANY ABANDONED UTILITY ITEMS, AND OTHER UNSTABLE MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OFF THE CONSTRUCTION SITE. 10. REFER TO THE UTILITY PLAN FOR SANITARY SEWER MAIN, WATER MAIN SERVICE LAYOUT AND ELEVATIONS AND CASTING / STRUCTURE NOTATION. 11. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION OF PAVEMENTS AND CURB AND GUTTER WITH SMOOTH UNIFORM SLOPES TO PROVIDE POSITIVE DRAINAGE. 12. INSTALL A MINIMUM OF 4" CLASS 5 AGGREGATE BASE UNDER CURB AND GUTTER AND CONCRETE SIDEWALKS. 13. UPON COMPLETION OF EXCAVATION AND FILLING, CONTRACTOR SHALL RESTORE ALL STREETS AND DISTURBED AREAS ON SITE. ALL DISTURBED AREAS SHALL BE RE-VEGETATED WITH A MINIMUM OF 4" OF TOPSOIL. 14. ALL SPOT ELEVATIONS/CONTOURS ARE TO GUTTER / FLOW LINE UNLESS OTHERWISE NOTED. 15. GRADING FOR ALL SIDEWALKS AND ACCESSIBLE ROUTES INCLUDING CROSSING DRIVEWAYS SHALL CONFORM TO CURRENT ADA STATE/NATIONAL STANDARDS. IN NO CASE SHALL ACCESSIBLE RAMP SLOPES EXCEED 1 VERTICAL TO 12 HORIZONTAL. IN NO CASE SHALL SIDEWALK CROSS SLOPES EXCEED 2% . IN NO CASE SHALL LONGITUDINAL SIDEWALK SLOPES EXCEED 5%. IN NO CASE SHALL ACCESSIBLE PARKING STALLS OR AISLES EXCEED 2% (1.5% TARGET) IN ALL DIRECTIONS. SIDEWALK ACCESS TO EXTERNAL BUILDING DOORS AND GATES SHALL BE ADA COMPLIANT. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF ADA CRITERIA CANNOT BE MET IN ANY LOCATION PRIOR TO PAVING. NO CONTRACTOR CHANGE ORDERS WILL BE ACCEPTED FOR A.D.A COMPLIANCE ISSUES. 16. MAINTAIN A MINIMUM OF 0.5% GUTTER SLOPE TOWARDS LOW POINTS. 17. CONTRACTOR TO PROVIDE 3" INSULATION BY 5' WIDE CENTERED ON STORM PIPE IF LESS THAN 4' OF COVER IN PAVEMENT AREAS AND LESS THAN 3' OF COVER IN LANDSCAPE AREAS. 18. ROOF DRAIN INVERT CONNECTIONS AT THE BUILDING SHALL BE AT ELEVATION <XXX.XX> OR LOWER UNLESS NOTED OTHERWISE. REFERENCE MEP PLANS FOR ROOF DRAIN CONNECTION. 19. ALL STORM SEWER CONNECTIONS SHALL BE GASKETED AND WATER TIGHT INCLUDING MANHOLE CONNECTIONS. 20. ALL STORM SEWER PIPE SHALL BE AIR TESTED IN ACCORDANCE WITH THE CURRENT PLUMBING CODE. 21. MAINTAIN A MINIMUM OF 1.25% SLOPE IN BITUMINOUS PAVEMENT AREAS, 0.5% SLOPE IN CONCRETE PAVEMENT AREAS. 22. CONTRACTOR SHALL REVIEW PAVEMENT GRADIENT AND CONSTRUCT "INFALL CURB" WHERE PAVEMENT DRAINS TOWARD GUTTER, AND "OUTFALL" CURB WHERE PAVEMENT DRAINS AWAY FROM GUTTER. PROPOSED STORM SEWER PROPOSED STORM SEWER PROPERTY LINE EXISTING CONTOUR PROPOSED CONTOUR925 PROPOSED SPOT ELEVATION100.00 LEGEND PROPOSED HIGH POINT ELEVATION HP:0.0 PROPOSED LOW POINT ELEVATION PROPOSED GUTTER ELEVATION LP:0.0 FL:0.00 0.0%PROPOSED DRAINAGE DIRECTION ME:0.0 MATCH EXISTING ELEVATION PROPOSED STORM MANHOLE (SOLID CASTING) PROPOSED STORM MANHOLE/ CATCH BASIN (CURB INLET CASTING) PROPOSED SCOUR STOP MAT (SEE DETAIL) PROPOSED FLARED END SECTION D IT E M 1 4 ITEM 1 1 SSWR - 101 RE:848.26 IE:842.23 S IE:842.13 NW SSWR - 100 RE:844.48 IE:841.13 SE IE:840.83 N SSWR - 103 IE:843.00 N SSWR - 102 RE:848.70 IE:842.72 S IE:842.56 N 14 LF - 6" PVC @ 1.96% 17 LF - 6" PVC @ 2.00% 50 LF - 6" PVC @ 2.00% DEMO EXISTING SANITARY SEWER DEMO EXISTING WATER STUB CONNECT TO EXISTING WATER LINE ELECTRIC/TELECOMM SERVICE NATURAL GAS SERVICE 2" COPPER WATER SERVICE CONNECTION WITH CURB STOP PROPOSED CASEY'S RELOCATE SALVAGED HYDRANT SALVAGE HYDRANT PROPOSED 6" FIRE SERVICE Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 2 0 1 8 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 25 5 0 U N I V E R S I T Y A V E N U E W E S T , S U I T E 2 3 8 N , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M K: \ T W C _ L D E V \ C A S E Y ' S \ B R O O K L Y N _ C E N T E R _ M N \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ C 6 - U T I L I T Y P L A N . d w g J u n e 1 2 , 2 0 1 8 - 2 : 3 5 p m BY RE V I S I O N S No . DA T E PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N PR E P A R E D F O R UT I L I T Y P L A N C300 BR O O K L Y N C E N T E R - CA S E Y ' S CA S E Y ' S R E T A I L CO M P A N Y BR O O K L Y N CE N T E R MI N N E S O T A DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . AN D R E W T . B E R G 06 / 1 2 / 2 0 1 8 47 9 8 0 DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 0 9 8 2 0 0 2 06 / 1 2 / 2 0 1 8 AS S H O W N AC L AC L AT B UTILITY PLAN NOTES 1. ALL FILL MATERIAL IS TO BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES. 2. SANITARY SEWER PIPE SHALL BE AS FOLLOWS: 8" PVC SDR35 PER ASTM D-3034, FOR PIPES LESS THAN 12' DEEP 8" PVC SDR26 PER ASTM D-3034, FOR PIPES MORE THAN 12' DEEP 6" PVC SCHEDULE 40 PER ASTM D-3034 DUCTILE IRON PIPE PER AWWA C150 3. WATER LINES SHALL BE AS FOLLOWS: 6" AND LARGER, PVC C-900 PER ASTM D 2241 CLASS 200 UNDER COUNTY ROADS, OTHERWISE CLASS 150 4" AND LARGER DUCTILE IRON PIPE PER AWWA C150 SMALLER THAN 3" PIPING SHALL BE COPPER TUBE TYPE "K" PER ANSI 816.22 OR PVC, 200 P.S.I., PER ASTM D1784 AND D2241. 4. MINIMUM TRENCH WIDTH SHALL BE 2 FEET. 5. ALL WATER JOINTS ARE TO BE MECHANICAL JOINTS WITH RESTRAINTS SUCH AS THRUST BLOCKING, WITH STAINLESS STEEL OR COBALT BLUE BOLTS, OR AS INDICATED IN THE CITY SPECIFICATIONS AND PROJECT DOCUMENTS. 6. ALL UTILITIES SHOULD BE KEPT TEN (10') APART (PARALLEL) OR WHEN CROSSING 18" VERTICAL CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE OR STRUCTURE). 7. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 7'-5" COVER ON ALL WATERLINES. 8.IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATER LINES, SANITARY LINES, STORM LINES AND GAS LINES, OR ANY OBSTRUCTION (EXISTING AND PROPOSED), THE SANITARY LINE SHALL BE SCH. 40 OR C900 WITH MECHANICAL JOINTS AT LEAST 10 FEET ON EITHER SIDE OF THE CENTER LINE OF THE CROSSING. THE WATER LINE SHALL HAVE MECHANICAL JOINTS WITH APPROPRIATE FASTENERS AS REQUIRED TO PROVIDE A MINIMUM OF 18" VERTICAL SEPARATION. MEETING REQUIREMENTS OF ANSI A21.10 OR ANSI 21.11 (AWWA C-151) (CLASS 50). 9. LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFILLING. 10. TOPS OF MANHOLES SHALL BE RAISED AS NECESSARY TO BE FLUSH WITH PROPOSED PAVEMENT ELEVATIONS, AND TO BE ONE FOOT ABOVE FINISHED GROUND ELEVATIONS, IN GREEN AREAS, WITH WATERTIGHT LIDS. 11. ALL CONCRETE FOR ENCASEMENTS SHALL HAVE A MINIMUM 28 DAY COMPRESSION STRENGTH AT 3000 P.S.I. 12. EXISTING UTILITIES SHALL BE VERIFIED IN FIELD PRIOR TO INSTALLATION OF ANY NEW LINES. 13. REFER TO INTERIOR PLUMBING DRAWINGS FOR TIE-IN OF ALL UTILITIES. 14. CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE SPECIFICATIONS OF THE CITY OF BROOKLYN CENTER AND/OR STATE OF MINNESOTA WITH REGARDS TO MATERIALS AND INSTALLATION OF THE WATER AND SEWER LINES. 15. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 16. CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES. 17. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 18. CONTRACTOR SHALL REFERENCE ARCH / MEP PLANS FOR SITE LIGHTING AND ELECTRICAL PLAN. 19. BACKFLOW DEVICES (DDCV AND PRZ ASSEMBLIES) AND METERS ARE LOCATED IN THE INTERIOR OF THE BUILDING. REF. ARCH / MEP PLANS. 20. ALL ONSITE WATERMAINS AND SANITARY SEWERS SHALL BE PRIVATELY OWNED AND MAINTAINED. 21. ALL WATERMAIN STUBOUTS SHALL BE MECHANICALLY RESTRAINED WITH REACTION BLOCKING. NORTH PROPOSED SANITARY SEWER MANHOLE PROPOSED STORM SEWER PROPOSED SANITARY SEWER PROPOSED WATERMAIN PROPOSED HYDRANT PROPOSED TEE PROPOSED UNDERGROUND ELECTRIC PROPOSED TELEPHONE PROPOSED GAS MAIN PROPOSED STORM SEWER LEGEND STRM - 304STRM - 30312" PVC STRM - 302 12" PVC STRM - 301 12" P V C STRM - 300 12 " R C P STRM - 204 STRM - 202 12" PVC STRM - 201 1 2 " P V C STRM - 20012" RCP STRM - 203 STRM - 101 STRM - 100 12 " R C P 14 - MJR 2 - ABS 1 - ABS 1 - ABS 4 - PPC 3 - WHP STEEL EDGER 3 - TMK FREEWAY BOULEVARD SH I N G L E C R E E K P A R K W A Y TREES QTY BOTANICAL NAME COMMON NAME CONT CAL SIZE ABS 4 AMELANCHIER X GRANDIFLORA `AUTUMN BRILLIANCE``AUTUMN BRILLIANCE` SERVICEBERRY B & B MULTI-TRUNK PPC 4 MALUS X `PURPLE PRINCE`PURPLE PRINCE CRABAPPLE B & B 1.5" CAL. TMK 3 LARIX LARICINA TAMARACK B & B 5` HT MIN WHP 3 PINUS STROBUS WHITE PINE B & B 5` HT MIN SHRUBS QTY BOTANICAL NAME COMMON NAME CONT SPACING SIZE MJR 14 JUNIPERUS SCOPULORUM `MEDORA`MEDORA JUNIPER #5 CONT. 48" O.C. PLANT SCHEDULE LANDSCAPE LEGEND EXISTING DECIDUOUS TREE (TYP.) EXISTING CONIFEROUS TREE (TYP.) SOD MNDOT SEED MIX 33-261 STORMWATER AREA Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 2 0 1 8 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 25 5 0 U N I V E R S I T Y A V E N U E W E S T , S U I T E 2 3 8 N , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M K: \ T W C _ L D E V \ C A S E Y ' S \ B R O O K L Y N _ C E N T E R _ M N \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ L 1 - L A N D S C A P E P L A N . d w g J u n e 1 2 , 2 0 1 8 - 2 : 3 6 p m BY RE V I S I O N S No . DA T E PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N PR E P A R E D F O R LA N D S C A P E P L A N L100 BR O O K L Y N C E N T E R - C A S E Y ' S CA S E Y ' S R E T A I L CO M P A N Y BR O O K L Y N CE N T E R MI N N E S O T A DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L LA N D S C A P E A R C H I T E C T U N D E R T H E L A W S O F TH E S T A T E O F M I N N E S O T A . MN LI C . N O . CH A D E . F E I G U M , P L A 06 / 1 2 / 2 0 1 8 46 5 0 8 DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 0 9 8 2 0 0 2 06 / 1 2 / 2 0 1 8 AS S H O W N KA G KA G CE F 1. CONTRACTOR SHALL CONTACT COMMON GROUND ALLIANCE AT 811 OR CALL811.COM TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY PLANTS OR LANDSCAPE MATERIAL. 2. ACTUAL LOCATION OF PLANT MATERIAL IS SUBJECT TO FIELD AND SITE CONDITIONS. 3. NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. 4. ALL SUBSTITUTIONS MUST BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO SUBMISSION OF ANY BID AND/OR QUOTE BY THE LANDSCAPE CONTRACTOR. 5. CONTRACTOR SHALL PROVIDE TWO YEAR GUARANTEE OF ALL PLANT MATERIALS. THE GUARANTEE BEGINS ON THE DATE OF THE LANDSCAPE ARCHITECT'S OR OWNER'S WRITTEN ACCEPTANCE OF THE INITIAL PLANTING. REPLACEMENT PLANT MATERIAL SHALL HAVE A ONE YEAR GUARANTEE COMMENCING UPON PLANTING. 6. ALL PLANTS TO BE SPECIMEN GRADE, MINNESOTA-GROWN AND/OR HARDY. SPECIMEN GRADE SHALL ADHERE TO, BUT IS NOT LIMITED BY, THE FOLLOWING STANDARDS: ALL PLANTS SHALL BE FREE FROM DISEASE, PESTS, WOUNDS, SCARS, ETC. ALL PLANTS SHALL BE FREE FROM NOTICEABLE GAPS, HOLES, OR DEFORMITIES. ALL PLANTS SHALL BE FREE FROM BROKEN OR DEAD BRANCHES. ALL PLANTS SHALL HAVE HEAVY, HEALTHY BRANCHING AND LEAFING. CONIFEROUS TREES SHALL HAVE AN ESTABLISHED MAIN LEADER AND A HEIGHT TO WIDTH RATIO OF NO LESS THAN 5:3. 7. PLANTS TO MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2014 OR MOST CURRENT VERSION) REQUIREMENTS FOR SIZE AND TYPE SPECIFIED. 8. PLANTS TO BE INSTALLED AS PER MNLA & ANSI STANDARD PLANTING PRACTICES. 9. PLANTS SHALL BE IMMEDIATELY PLANTED UPON ARRIVAL AT SITE. PROPERLY HEEL-IN MATERIALS IF NECESSARY; TEMPORARY ONLY. 10. PRIOR TO PLANTING, FIELD VERIFY THAT THE ROOT COLLAR/ROOT FLAIR IS LOCATED AT THE TOP OF THE BALLED & BURLAP TREE. IF THIS IS NOT THE CASE, SOIL SHALL BE REMOVED DOWN TO THE ROOT COLLAR/ROOT FLAIR. WHEN THE BALLED & BURLAP TREE IS PLANTED, THE ROOT COLLAR/ROOT FLAIR SHALL BE EVEN OR SLIGHTLY ABOVE FINISHED GRADE. 11. OPEN TOP OF BURLAP ON BB MATERIALS; REMOVE POT ON POTTED PLANTS; SPLIT AND BREAK APART PEAT POTS. 12. PRUNE PLANTS AS NECESSARY - PER STANDARD NURSERY PRACTICE AND TO CORRECT POOR BRANCHING OF EXISTING AND PROPOSED TREES. 13. WRAP ALL SMOOTH-BARKED TREES - FASTEN TOP AND BOTTOM. REMOVE BY APRIL 1ST. 14. STAKING OF TREES AS REQUIRED; REPOSITION, PLUMB AND STAKE IF NOT PLUMB AFTER ONE YEAR. 15. THE NEED FOR SOIL AMENDMENTS SHALL BE DETERMINED UPON SITE SOIL CONDITIONS PRIOR TO PLANTING. LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT FOR THE NEED OF ANY SOIL AMENDMENTS. 16. BACKFILL SOIL AND TOPSOIL TO ADHERE TO MN/DOT STANDARD SPECIFICATION 3877 (SELECT TOPSOIL BORROW) AND TO BE EXISTING TOP SOIL FROM SITE FREE OF ROOTS, ROCKS LARGER THAN ONE INCH, SUBSOIL DEBRIS, AND LARGE WEEDS UNLESS SPECIFIED OTHERWISE. MINIMUM 4" DEPTH TOPSOIL FOR ALL LAWN GRASS AREAS AND 12" DEPTH TOPSOIL FOR TREE, SHRUBS, AND PERENNIALS. 17. MULCH TO BE AT ALL TREE, SHRUB, PERENNIAL, AND MAINTENANCE AREAS. TREE AND SHRUB PLANTING BEDS SHALL HAVE 4" DEPTH OF MULCH. PERENNIAL AND ORNAMENTAL GRASS BEDS SHALL HAVE 2" DEPTH WASHED AGGREGATE. MULCH TO BE FREE OF DELETERIOUS MATERIAL. ROCK MULCH TO BE ON COMMERCIAL GRADE FILTER FABRIC, BY TYPAR, OR APPROVED EQUAL WITH NO EXPOSURE. MULCH AND FABRIC TO BE APPROVED BY OWNER PRIOR TO INSTALLATION. MULCH TO MATCH EXISTING CONDITIONS (WHERE APPLICABLE). 18. EDGING TO BE COMMERCIAL GRADE VALLEY-VIEW BLACK DIAMOND (OR EQUAL) POLY EDGING OR SPADED EDGE, AS INDICATED. POLY EDGING SHALL BE PLACED WITH SMOOTH CURVES AND STAKED WITH METAL SPIKES NO GREATER THAN 4 FOOT ON CENTER WITH BASE OF TOP BEAD AT GRADE, FOR MOWERS TO CUT ABOVE WITHOUT DAMAGE. UTILIZE CURBS AND SIDEWALKS FOR EDGING WHERE POSSIBLE. SPADED EDGE TO PROVIDE V-SHAPED DEPTH AND WIDTH TO CREATE SEPARATION BETWEEN MULCH AND GRASS. INDIVIDUAL TREE, SHRUB, OR RAIN-GARDEN BEDS TO BE SPADED EDGE, UNLESS NOTED OTHERWISE. EDGING TO MATCH EXISTING CONDITIONS (WHERE APPLICABLE). 19. ALL DISTURBED AREAS TO BE SODDED OR SEEDED, UNLESS OTHERWISE NOTED. PARKING LOT ISLANDS TO BE SODDED WITH SHREDDED HARDWOOD MULCH AROUND ALL TREES AND SHRUBS. SOD TO BE STANDARD MINNESOTA GROWN AND HARDY BLUEGRASS MIX, FREE OF LAWN WEEDS. ALL TOPSOIL AREAS TO BE RAKED TO REMOVE DEBRIS AND ENSURE DRAINAGE. SLOPES OF 3:1 OR GREATER SHALL BE STAKED. STORMWATER BASIN SHALL BE SEEDED WITH MNDOT SEED MIX 33-261. SEED AS SPECIFIED AND PER MN/DOT SPECIFICATIONS. IF NOT INDICATED ON LANDSCAPE PLAN, SEE EROSION CONTROL PLAN. 20. PROVIDE IRRIGATION TO ALL PLANTED AREAS ON SITE. IRRIGATION SYSTEM TO BE DESIGN/BUILD BY LANDSCAPE CONTRACTOR. LANDSCAPE CONTRACTOR TO PROVIDE SHOP DRAWINGS TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION OF IRRIGATION SYSTEM. CONTRACTOR TO PROVIDE OPERATION MANUALS, AS-BUILT PLANS, AND NORMAL PROGRAMMING. SYSTEM SHALL BE WINTERIZED AND HAVE SPRING STARTUP DURING FIRST YEAR OF OPERATION. SYSTEM SHALL HAVE ONE-YEAR WARRANTY ON ALL PARTS AND LABOR. ALL INFORMATION ABOUT INSTALLATION AND SCHEDULING CAN BE OBTAINED FROM THE GENERAL CONTRACTOR. 21. CONTRACTOR SHALL PROVIDE NECESSARY WATERING OF PLANT MATERIALS UNTIL THE PLANT IS FULLY ESTABLISHED OR IRRIGATION SYSTEM IS OPERATIONAL. OWNER WILL NOT PROVIDE WATER FOR CONTRACTOR. 22. REPAIR, REPLACE, OR PROVIDE SOD/SEED AS REQUIRED FOR ANY ROADWAY BOULEVARD AREAS ADJACENT TO THE SITE DISTURBED DURING CONSTRUCTION. 23. REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO OWNER. LANDSCAPE NOTES REQUIRED AND PROPOSED PLANTINGS PLANTING TYPE MINIMUM SIZE POINTS/PLANTING MAX % OF POINTS MAX NUMBER OF POINTS BY CATEGORY PROPOSED PLANT POINTS BY CATEGORY SHADE TREES 2.5" CAL.10 50 83.6 83.6 CONIFEROUS TREES 5' HT.6 40 66.88 66.88 DECORATIVE TREES 1" CAL.1.5 35 77 12 SHRUBS 12" DIAMETER 0.5 25 55 7 TOTAL 169.48 LANDSCAPE POINTS REQUIRED TYPE OF DEVELOPMENT 0-2 AC 2-10 AC TOTAL (2.12 AC) RESTAURANT / RETAIL / SERVICE / HOTELS / ENTERTAINMENT 80 60 167.2* * 80 + 80 + (0.12 x 60) = 167.2 REQUIRED POINTS IT E M 1 4 SPEED LIMIT 40 MPH SPEED LIMIT 35 MPH ITEM 1 1 REVISIONSPAGE DRAWING NAME: JOB NO. FILE NO. FIELD BOOK KIMLEY-HORN & ASSOCIATES SURVEY FOR:PROPERTY ADDRESS: 2101 FREEWAY BLVD. BROOKLYN CENTER, MN 55430 ALTA/NSPS LAND TITLE SURVEY SHEET 1 OF 1 DRAWN BY: BY: CHECKED FIELDWORK CHIEF: N WWW.EFNSURVEY.COM Minneapolis, Minnesota 55413 PHONE: (612) 466-3300 1229 Tyler Street NE, Suite 100 FAX: (612) 466-3383 Egan, Field & Nowak, Inc. l a n d s u r v e y o r s s i n c e 1 8 7 2 CERTIFICATION: LEGAL DESCRIPTION: SURVEY ITEMS PER SCHEDULE B: NOTES: KIMLEY-HORN & ASSOCIATES BOUNDARY SURVEY FOR: VICINITY MAP SITE LEGEND: PROPOSED "OO" CASEY'S STORE 49'-0" x 94'-0" FLAT ROOF BUILDING FREEWAY BOULE V A R D SH I N G L E C R E E K P A R K W A Y LUMINAIRE SCHEDULE SYMBOL QTY LABEL ARRANGEMENT LUMENS LLF BUG RATING WATTS/LUMINAIRE TOTAL WATTS MANUFACTURER DESCRIPTION 10 A4 SINGLE 11259 1.040 B2-U0-G2 134 1340 Cree Inc.ARE-EDG-4M-DA-06-E-UL-BZ-700 32 C SINGLE 13251 1.040 B3-U0-G1 134 4288 CREE, INC.CAN-304-SL-RS-06-E-UL-WH-700 12 W SINGLE 8739 1.040 B2-U0-G2 100 1200 CREE, INC.SEC-EDG-3M-WM-06-E-UL-BZ-525 9 SE SINGLE 3902 1.040 B2-U0-G0 34 306 CREE, INC.SFT-228-PS-RM-03-E-UL-BZ-350-IC LUMINAIRE LOCATION SUMMARY LUM NO.LABEL MTG. HT. 1 A4 17 2 A4 17 3 A4 17 4 A4 17 5 A4 17 6 A4 17 7 A4 17 8 A4 17 9 A4 17 10 A4 17 11 C 16.5 12 C 16.5 13 C 16.5 14 C 16.5 15 C 16.5 16 C 16.5 17 C 16.5 18 C 16.5 19 C 16.5 20 C 16.5 21 C 16.5 22 C 16.5 23 C 16.5 24 C 16.5 25 C 16.5 26 C 16.5 27 C 16.5 28 C 16.5 29 C 16.5 30 C 16.5 31 C 16.5 32 C 16.5 33 C 16.5 34 C 16.5 35 C 16.5 36 C 16.5 37 C 16.5 38 C 16.5 39 C 16.5 40 C 16.5 41 C 16.5 42 C 16.5 43 SE 10 44 SE 10 45 SE 10 46 SE 10 47 SE 10 48 SE 10 49 SE 10 50 SE 10 51 SE 10 52 W 10 53 W 10 54 W 10 55 W 10 56 W 10 57 W 10 58 W 10 59 W 10 60 W 10 61 W 10 62 W 10 63 W 10 FOOTCANDLE LEVELS CALCULATED AT GRADE USING INITIAL LUMEN VALUES LABEL AVG MAX MIN AVG/MIN MAX/MIN PAVED AREA 5.99 45.4 1.0 5.99 45.40 UNDEFINED AREA 0.89 14.6 0.0 N.A.N.A. UNDER CANOPY 43.26 54 25 1.73 2.16 1 A4 2 A4 3 A4 4 A4 5 A4 6 A4 7 A4 8 A4 9 A4 10 A4 11 C 12 C 13 C 14 C 15 C 16 C 17 C 18 C 19 C 20 C 21 C 22 C 23 C 24 C 25 C 26 C 27 C 28 C 29 C 30 C 31 C 32 C 33 C 34 C 35 C 36 C 37 C 38 C 39 C 40 C 41 C 42 C 43 SE44 SE45 SE46 SE47 SE48 SE49 SE50 SE51 SE 52 W 53 W54 W 55 W 56 W 57 W 58 W 59 W 60 W61 W 62 W 63 W 4.4 5.6 4.5 2.1 2.2 4.8 6.0 5.0 6.2 3.8 4.5 4.3 2.2 2.4 4.9 5.4 4.9 5.6 5.3 2.8 4.6 3.9 4.1 5.0 4.9 5.0 5.4 3.6 3.2 3.2 2.7 4.4 6.7 8.3 8.4 8.4 8.3 7.5 5.0 4.5 3.3 3.7 4.2 3.5 4.0 6.3 4.4 3.2 2.4 3.6 7.7 2.7 4.6 3.4 3.0 2.6 2.6 3.4 7.2 11.5 5.0 2.6 4.9 13.6 4.4 4.8 3.6 2.2 1.5 1.6 2.5 8.8 17.1 6.1 2.7 6.0 18.0 5.8 3.2 2.7 1.8 1.2 1.2 1.9 5.1 23.3 7.6 3.0 6.4 19.2 6.2 1.6 1.4 1.4 1.1 1.1 1.9 5.6 37.0 10.1 3.2 6.7 19.4 6.4 2.9 2.4 1.7 1.1 1.1 2.1 8.7 41.7 11.6 3.3 6.7 19.3 6.5 4.6 3.4 1.8 1.1 1.0 1.8 5.0 42.8 10.8 3.4 6.7 19.0 6.4 4.5 3.0 1.9 1.2 1.1 1.9 5.8 43.0 11.0 3.4 6.6 19.3 6.4 4.5 3.1 2.0 1.2 1.2 2.2 8.6 45.4 11.4 3.3 6.7 19.7 6.7 4.7 3.7 2.1 1.3 1.3 2.0 5.0 32.1 9.4 3.2 6.5 19.7 6.8 4.5 3.6 2.8 2.4 2.0 1.8 2.5 6.3 21.5 7.1 2.9 6.2 19.4 6.9 3.5 3.1 3.2 4.6 3.7 2.4 2.7 3.4 2.7 3.8 10.3 16.6 6.1 2.8 5.7 17.2 6.5 3.9 5.4 3.6 4.0 5.0 4.0 2.7 3.2 5.3 3.9 4.5 7.3 12.9 12.6 14.8 15.2 13.5 12.4 9.5 4.7 2.6 4.4 12.3 5.1 3.4 4.0 4.7 4.3 3.6 2.7 2.3 4.1 4.2 5.0 5.5 6.8 6.6 4.6 5.8 7.4 6.2 6.5 5.4 4.0 2.6 2.9 6.5 10.3 13.7 14.4 13.7 14.3 13.6 10.4 6.6 3.4 3.0 3.9 4.6 4.2 3.1 1.6 2.6 5.1 4.8 4.4 4.8 4.3 2.5 2.0 2.7 3.8 4.7 4.4 4.4 4.2 4.3 3.3 2.5 2.1 2.9 5.0 3.4 3.3 5.4 4.8 5.4 4.2 2.3 2.5 2.9 3.6 3.4 2.8 2.0 1.6 1.5 1.3 1.2 1.5 2.1 2.5 2.9 3.5 2.0 2.7 4.9 3.9 1.7 2.3 3.6 5.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.0 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.0 0.2 0.2 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.0 0.4 0.3 0.2 0.2 0.3 0.5 0.1 0.5 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.4 0.8 1.2 0.1 1.2 0.9 0.5 0.6 0.9 1.3 0.1 1.3 0.9 0.5 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.3 0.5 0.7 0.7 0.5 0.3 0.2 0.3 0.9 2.3 2.5 0.1 2.6 2.4 1.2 1.2 2.5 2.7 0.2 2.7 2.5 1.1 0.4 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.4 1.0 1.5 2.2 2.2 1.4 1.0 0.4 0.5 1.4 3.7 3.3 0.1 3.4 3.9 1.8 1.8 4.0 3.6 3.6 3.6 4.0 1.7 0.6 0.4 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.2 0.4 0.6 0.7 0.9 2.4 2.7 4.0 3.9 2.5 2.1 0.8 0.6 1.6 4.2 5.4 4.9 2.2 1.0 0.6 0.4 0.3 0.2 0.1 0.1 0.0 0.0 0.1 0.1 0.2 0.8 1.7 2.4 2.3 2.5 3.8 3.5 4.0 3.9 3.3 3.2 1.3 0.7 1.5 4.3 4.4 1.7 1.1 0.7 0.4 0.2 0.1 0.1 0.1 0.0 0.0 0.1 0.2 0.5 1.3 2.5 3.0 4.2 1.9 1.3 3.2 1.3 0.6 0.4 0.2 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.2 0.7 2.1 3.6 3.9 8.4 7.3 8.3 1.0 0.5 0.3 0.2 0.1 0.1 0.0 0.1 0.1 0.2 0.7 2.3 4.0 3.6 13.6 12.3 14.6 1.3 0.7 0.3 0.2 0.1 0.1 0.0 0.1 0.1 0.2 0.5 1.5 2.6 3.2 1.6 0.8 0.4 0.2 0.1 0.1 0.1 0.0 0.1 0.1 0.2 0.4 1.1 2.4 3.4 1.9 0.9 0.5 0.3 0.1 0.1 0.1 0.0 0.1 0.1 0.1 0.3 0.6 1.1 1.5 2.0 1.0 0.5 0.3 0.2 0.1 0.1 0.0 0.0 0.1 0.1 0.2 0.3 1.0 2.2 3.0 2.0 1.0 0.5 0.3 0.2 0.1 0.1 0.0 0.0 0.1 0.1 0.2 0.5 1.4 2.5 3.1 2.1 1.1 0.5 0.3 0.2 0.1 0.1 0.1 0.0 0.1 0.1 0.3 0.7 2.2 3.9 3.8 2.1 1.1 0.6 0.3 0.2 0.1 0.1 0.1 0.0 0.1 0.1 0.3 0.8 2.2 3.9 3.9 2.2 1.2 0.7 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.2 0.3 0.7 1.9 3.0 3.4 2.5 1.6 1.1 0.8 0.5 0.2 0.1 0.1 0.0 0.0 0.0 0.2 0.4 1.0 2.6 4.4 2.5 1.4 0.5 0.2 0.1 0.1 0.1 0.3 0.7 1.8 2.8 3.4 2.9 1.9 0.8 0.3 0.1 0.0 0.1 0.1 0.3 1.0 2.9 4.3 3.6 2.9 1.1 0.4 0.1 0.0 0.1 0.1 0.3 1.0 2.2 3.3 3.6 2.9 1.1 0.3 0.0 0.0 0.1 0.2 1.1 2.8 3.0 4.8 3.3 2.1 2.0 3.6 3.5 3.5 4.2 2.8 1.8 0.7 0.3 0.0 0.1 0.1 0.4 1.2 2.5 3.4 2.8 1.5 1.3 2.0 2.7 4.1 3.1 3.3 1.7 1.2 2.5 2.3 1.3 0.4 0.0 0.0 0.1 0.2 0.4 0.7 1.0 1.4 0.9 0.6 0.8 1.3 1.8 1.5 1.5 0.8 0.8 2.2 2.8 3.7 3.6 3.3 3.4 2.6 1.5 1.0 0.8 0.7 0.7 0.8 0.8 0.7 0.8 0.6 0.4 0.2 0.0 0.0 0.1 0.1 0.2 0.3 0.5 0.5 0.4 0.4 0.5 0.6 0.6 0.5 0.4 0.5 1.2 1.8 3.3 3.1 2.7 2.2 3.6 3.2 1.6 0.7 0.5 0.4 0.4 0.3 0.3 0.3 0.2 0.2 0.1 0.0 0.0 0.0 0.1 0.1 0.2 0.2 0.2 0.2 0.1 0.2 0.2 0.2 0.2 0.2 0.5 0.8 0.1 1.4 1.4 1.2 1.4 2.3 3.4 4.5 3.6 3.3 1.5 0.6 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.0 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.5 0.5 0.5 0.6 1.1 2.2 4.6 3.8 3.0 2.0 1.0 0.4 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.4 0.9 1.9 2.6 3.2 2.7 1.7 0.6 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.0 0.1 0.1 0.2 0.3 0.5 0.7 0.7 0.8 0.7 0.5 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 25 30 34 31 32 33 34 33 31 31 34 29 25 28 37 35 28 38 39 40 38 38 35 34 36 28 36 42 28 48 47 47 47 48 29 42 36 34 44 44 38 47 47 49 47 47 46 44 44 34 38 45 51 48 49 50 50 50 49 48 51 45 37 40 47 54 54 50 52 52 52 50 54 53 47 40 38 45 51 51 49 51 51 50 49 48 51 45 38 36 46 45 38 48 49 51 49 48 46 45 45 35 40 46 31 53 52 52 52 52 34 46 39 35 45 44 38 47 48 50 48 47 50 44 44 34 36 43 50 46 49 49 49 49 49 47 49 43 36 38 45 51 51 49 51 50 51 49 52 50 45 38 36 43 50 46 47 49 50 49 49 47 49 43 36 35 45 44 38 47 48 50 48 47 45 44 44 34 40 46 31 53 52 52 52 52 34 46 39 36 46 45 38 48 49 51 49 48 46 45 45 35 38 45 51 48 49 51 51 50 49 48 51 45 38 40 47 54 54 50 52 52 52 50 54 54 47 40 38 45 51 48 49 50 50 50 49 48 51 45 38 34 44 44 38 47 47 49 47 47 46 44 44 34 36 42 27 48 47 47 47 48 30 42 36 28 36 34 28 38 38 40 38 38 35 34 36 28 25 29 34 30 31 33 34 33 31 31 34 30 25 NOTE: ALL AREA LIGHTS ON NEW 15 FT. POLES MOUNTED ON 2 FT. CONCRETE BASES 1340 Kemper Meadow Dr. Cincinnati, OH 45240 513-574-9500 www.redleonard.com r l aPERSONS USING THIS PROGRAM ARE ADVISED THAT THIS PROGRAM MAY CONTAIN ERRORS WHICH RED LEONARD ASSOCIATES, INC. OR ITS SOFTWARE PROVIDER HAVE NOT OBSERVED. IN ADDITION, THE USE OF THIS PROGRAM TO AID IN LAYOUT OF LIGHTING AND ESTIMATING MATERIAL QUANTITIES IS NOT INTENDED TO REMOVE THE RESPONSIBILITY OF THE USER TO VERIFY THE COMPLETENESS OF ANY BILL OF MATERIAL AND THAT THE LAYOUT OR USE OF LUMINAIRES IS IN FULL ACCORDANCE WITH ALL LOCAL, STATE, OR FEDERAL STATUTES, REGULATIONS OR OTHER REQUIREMENTS, OR THE REQUIREMENTS OF ANY INSURANCE GROUP, ORGANIZATION OR CARRIER REGARDING LUMINAIRES AND THEIR APPLICATION. FOR INFORMATIONAL AND ILLUSTRATION PURPOSES ONLY. ALL PRODUCT, SERVICE AND CORPORATE NAMES ARE THE PROPERTY OF THEIR RESPECTIVE OWNERS. PRODUCT SPECIFICATIONS AND QUANTITIES MAY VARY. THESE DOCUMENTS ARE THE PROPERTY OF RED LEONARD ASSOCIATES, INC. ANY USE OF THESE DOCUMENTS WITHOUT THE WRITTEN CONSENT OF JAYME J. LEONARD OF RED LEONARD ASSOCIATES, INC. IS STRICTLY PROHIBITED. ILLUMINATION RESULTS SHOWN ON THIS LIGHTING APPLICATION ARE BASED ON PROJECT PARAMETERS PROVIDED BY THE MANUFACTURER LISTED, USED IN CONJUNCTION WITH LUMINAIRE TEST PROCEDURES CONDUCTED UNDER LABORATORY CONDITIONS. ACTUAL PROJECT CONDITIONS DIFFERING FROM THESE PARAMETERS MAY AFFECT FIELD RESULTS. THE CUSTOMER IS RESPONSIBLE FOR VERIFYING COMPLIANCE WITH ANY APPLICABLE ELECTRICAL, LIGHTING, OR ENERGY CODE. SCALE: D 5/04/18 BJM LAYOUT BY: DWG SIZE:DATE: PROJECT NAME: DRAWING NUMBER:RL-5415-S1-R1 REV. BY DATE DESCRIPTION R1 . . . BJM . . . 5/24/18 . . . REVISED LAYOUT PER NEW SITE PLAN . . . CASEY'S BROOKLYN CENTER, MN1" = 20' Ex h i b i t C M E M O R A N D U M DATE: July 9, 2018 TO: Ginny McIntosh, City Planner/ Zoning Administrator FROM: Andrew Hogg, Assistant City Engineer SUBJECT: Site Plan Review –Casey’s General Store Public Works Department staff reviewed the following documents submitted for review on June 12, 2018, for the proposed Casey’s General Store project: Civil Site Plans dated June 12, 2018 Subject to final staff Site Plan approval, the referenced plans must be revised in accordance with the following comments/revisions and approved prior to issuance of Land Alteration permit: C100 – Site Plan 1. Use City details for driveway apron and B618 curb detail. 2. Provide detail sheet. 3. Provide demo plan. 4. Provide turning template for gas delivery and garbage trucks. 5.Patches to match pavement section in Freeway Blvd. C200 – Grading Plan 6.Provide Erosion Control Plan. 7. Provide and list a SWPPP inspector/manager with contact information that must be available within 4-hrs notification to respond to and implement SWPPP related corrective measures. If the applicant is found to be non-responsive, the City may issue a stop work order and/or take other means necessary to correct SWPPP related issues. 8. Provide quantities of erosion control BMP’s. C300 – Utility Plan 9. Connect into existing storm sewer in gutter line rather than in Freeway Blvd. C4 – Detail and Specifications Plan 10. All work performed and materials used for construction of utilities must conform to the City of Brooklyn Center standard specifications and details. The City’s standard details must be included in the plans. Exhibit D Casey’s General Store Site Plan Review Memo, July 10, 2018 Page 2 of 3 Miscellaneous 11. See redlines for additional Site Plan comments. 12. Provide irrigation plan. 13. Provide at traffic study for the proposed access intersections and intersections adjacent to site. Ensure appropriate sight lines are provided at the proposed access driveway, so safe ingress and egress will be provided. 14. Upon project completion, the applicant must submit an as-built survey of the property, improvements and utility service lines and structures; and provide certified record drawings of all project plan sheets depicting any associated private and/or public improvements, revisions and adjustments. The as-built survey must also verify that all property corners have been established and are in place at the completion of the project as determined and directed by the City Engineer. 15. Inspection for the private site improvements must be performed by the developer’s design/project engineer. Upon project completion, the design/project engineer must formally certify through a letter that the project was built in conformance with the approved plans and under the design/project engineer’s immediate and direct supervision. The engineer must be certified in the state of Minnesota and must certify all required as- built drawings (which are separate from the as-built survey). 16. The total disturbed area exceeds one acre, an NPDES permit is required. In addition, the total disturbed area is less than 5 acres; applicant has submitted plans to the City of Brooklyn Center for project review on behalf on the West Mississippi Watershed Commission. Proposed project meets Watershed Commission rules for storm water management. 17.The City has submitted the plans to MN Dot for review. Applicant must meet requirements from the MN Dot review. 18. Applicant must apply for a land disturbance permit. 19. Utility Facilities Easement Agreement required. 20.A 10-ft drainage and utility easement must be dedicated on the plat around the entire perimeter of the site and over the storm water BMP’s treatment areas up to the 100 year event. Prior to issuance of a Land Alteration 21.Final construction/demolition plans and specifications need to be received and approved by the City Engineer in form and format as determined by the City. The final plan must comply with the approved preliminary plan and/or as amended as required by the City Engi neer. 22.A letter of credit or a cash escrow in the amount of up to 125% of the estimated cost as determined by City staff shall be deposited with the City. Casey’s General Store Site Plan Review Memo, July 10, 2018 Page 3 of 3 23. A Construction Management Plan and Agreement is required that addresses general construction activities and management provisions, traffic control provisions, emergency management provisions, storm water pollution prevention plan provisions, tree protection provisions, general public welfare and safety provisions, definition of responsibility provisions, temporary parking provisions, overall site condition provisions and non- compliance provisions. A separate $2,500 deposit will be required as part of the non-compliance provision. Anticipated Permitting: 24. A City of Brookl yn Center land disturbance permit is required. 25. A MPCA NPDES permit is required. 24. Other permits not listed may be required and is the responsibility of the developer to obtain and warranted. 25. Copies of all required permits must be provided to the City prior to issuance of applicable building and land disturbance permits. 26. A preconstruction conference must be scheduled and held with City staff and other entities designated b y the City. The aforementioned comments are provided based on the information submitted by the applicant at the time of this review. Other guarantees and site development conditions may be further prescribed throughout the project as warranted and determined b y the City.