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Home My WebLink About2023/08/16 - ADMIN - Agenda Packets - Planning Commission - Regular Planning commission meeting and study session August 16, 2023 6:00 p.m. If you need special accommodations or have questions about the meeting, please call Sean Walther at 952.924.2574 or the administration department at 952.924.2525. Planning commission meeting and study session The St. Louis Park planning commission is meeting in person at St. Louis Park City Hall, 5005 Minnetonka Blvd. Members of the public can attend the board of zoning appeals and planning commission meeting in person or watch the meeting by webstream at bit.ly/watchslppc and on local cable (Comcast SD channel 17 and HD channel 859). Visit bit.ly/slppcagendas to view the agenda and reports. You can provide comment on agenda items in person at the council meeting or by emailing your comments to info@stlouispark.org by noon the day of the meeting. Comments must be related to an item on the meeting agenda. Agenda PLANNING COMMISSION 1. Call to order – roll call 2. Approval of minutes – July 5, 2023 3. Hearing 3.a. Conditional use permit for St. Louis Park school district data center Applicant: Cunningham Group (on behalf of client: St. Louis Park Public Schools) Case No: 23-12-CUP 3.b. Comprehensive plan amendment for 1639 Utah Drive and zoning map amendment for 1608 Utah Avenue S. Applicant: City of St. Louis Park Case No: 23-09-CP, 23-10-Z 3.c. Comprehensive plan and zoning map amendments for MnDOT conveyance near 2840 Toledo Ave S. Applicant: City of St. Louis Park Case No: 23-13-CP, 23-14-Z 3.d. Comprehensive plan and zoning map amendments for 3301 Webster Avenue S. Applicants: City of St. Louis Park Case No: 23-15-CP, 23-16-Z 4. Other Business 5. Communications 6. Adjournment 1 Planning commission meeting and study session July 5, 2023 PLANNING COMMISSION STUDY SESSION 1. Focus group on board and commission program purpose Future scheduled meeting/event dates: September 6, 2023 - planning commission study session September 20, 2023 - planning commission regular meeting October 4, 2023 - planning commission regular meeting October 18, 2023 - planning commission regular meeting 2 Planning commission July 5, 2023 6:10 p.m. If you need special accommodations or have questions about the meeting, please call Sean Walther or the administration department at 952.924.2525. Planning commission Members present: Jim Beneke, Matt Eckholm, Katie Merten, Jan Youngquist Members absent: Tom Weber, Michael Salzer and Mia Divecha Staff present: Gary Morrison and Sean Walther Guests: none 1. Call to order – roll call 2. Approval of minutes – May 3, 2023; May 17, 2023; June 21, 2023 Commissioner Beneke made a motion, seconded by Commissioner Merten, to approve the planning commission minutes from the May 3, 17 and June 21, 2023, as presented. The motion passed unanimously. 3. Hearings 3a. Zoning ordinance amendment - floodplain Applicant: City of St. Louis Park – community development department Case No: 23-07-ZA Mr. Morrison presented the report. Commissioner Beneke asked if there are any existing properties that need alterations resulting from this amendment. Mr. Morrison stated no. The city has been requiring utilities to meet the regulatory flood protection elevation. This amendment is a clarification to the ordinance, not a new regulation. Acting Chair Eckholm opened the public hearing. There were no comments. Acting Chair Eckholm closed the public hearing. Commissioner Youngquist made a motion, seconded by Commissioner Merten, to approve the zoning ordinance amendment as recommended by staff. The motion passed unanimously. 4. Other Business - none 3 Unofficial minutes Planning commission July 5, 2023 Page 2 5. Communications – Mr. Walther noted commissioners’ input was included in the consultant’s board and commissions report, adding that any further feedback from commissioners is welcome. 6. Adjournment – 6:16 p.m. ______________________________________ ______________________________________ Sean Walther, liaison Matt Eckholm, acting chair member 4 Planning commission: Regular meeting Meeting date: August 16, 2023 Agenda item: 3a 3a 6400 Walker Street conditional use permit Location: 6400 Walker Street Case Number: 23-12-CUP Applicant: Cuningham group Owner: St. Louis Park Public Schools Review Deadline: 60 days: September 12, 2023 120 days: November 11, 2023 Recommended motions: Chair to open public hearing, take testimony, and close public hearing. Commission to recommend approval of the conditional use permit for more than one principal building at 6400 Walker Street subject to the conditions recommended by staff. Summary of request: Cuningham group, on behalf of St. Louis Park Public Schools, applied for a conditional use permit (CUP) for a new data center building and site improvements at 6400 Walker Street. Site information: Proposed building St. Louis Park High School Football field Central school administration building Walker Street 5 Regular meeting meeting of August 16, 2023 (Item No. 3a) Title: 6400 Walker Street conditional use permit Site area (acres): 5.50 Current use: Surrounding land uses: high school football stadium, accessory maintenance building and outdoor storage North: Lake Street, commercial East: office, day care, Central school administration building South: Walker Street, commercial West: Library Lane, commercial Current 2040 land use guidance Current zoning PRK - park and open space MX-2 neighborhood mixed use Background: The parcel includes the St. Louis High School football stadium, an associated building containing the ticket counter and restrooms, and bleachers. The school district maintenance building sits in the southeast corner of the property. Northwest of the maintenance building is a gravel storage yard. Present considerations: The school district proposes a new data center building connected to and located northwest of the existing maintenance building. The new building includes offices and storage and will serve the entire St. Louis Park school district. The gravel storage yard would be removed and the new building constructed in its place. The existing maintenance building will be renovated with new exterior windows and doors. The existing brick façade will be tuckpointed or have bricks replaced. Site improvements include an underground stormwater treatment system, two new ADA parking stalls with loading zone on Library Lane, and new plantings and landscaping. The school district will also construct a new playground northeast of the existing maintenance building to serve the daycare next door in the Central school administration building. No changes to the football field or bleachers are proposed as part of this project. Construction is anticipated to start fall 2023 and will take approximately 16 months to complete. Installation of the playground is tentatively scheduled for spring 2024. Zoning analysis: A table summarizing the zoning requirements for this project is below. Further details on some of the requirements are provided after the table. Factor Required/allowed Proposed Met? Use office, warehouse storage No change Yes Lot Area No change proposed Height three stories; 14-18 feet ground floor two stories / 32.7 feet; 14 feet ground floor Yes Building Materials Minimum of 60% Class I and maximum 10% Class III materials Class I: minimum 60% Class III: maximum 1% Class I materials: brick, glass Yes Off-Street Parking (MX-2 specific requirements) 25 on-street spaces Yes 6 Regular meeting meeting of August 16, 2023 (Item No. 3a) Title: 6400 Walker Street conditional use permit Office: 1 space/500 square feet exceeding 4,000 square feet: 9 spaces Warehouse: 1 space/1500 square feet: 2 spaces 11 spaces total Bicycle Parking four spaces four exterior u-racks, eight spaces Yes EVSE Parking All parking on-street and less than 15 spaces impacted so requirement not triggered Landscaping Trees: 12 Shrubs: 68 Trees: 14 Shrubs: 92 Yes Tree Replacement Calculation Public entity: 1:1 replacement 2 – 3 caliper inches trees removed; 2 – 3 caliper inches trees replanted Yes Mechanical Equipment Full screening required New transformer and generator fully screened Yes Sidewalks Required along all street frontages Provided along all street frontages Yes Solid Waste Full screening required New trash enclosure with gate to screen dumpsters Yes Stormwater Management Required on-site Provided on-site Yes Pedestrian connections: The existing six-foot public sidewalk along Library Lane will be maintained or replaced. New ADA pedestrian ramps will be added at the existing Library Lane driveway. New sidewalk will connect the data center building with the public sidewalk, and a new gate and sidewalk will connect the northeast entrance in the maintenance building to the school district parking lot east of the project site. Vehicular parking: The MX-2 zoning district has unique parking requirements. Structures that existed on January 10, 2020, are not subject to the minimum and maximum parking standards of the district. New office uses in this district must provide one vehicular parking space per 500 square feet of the use that exceeds 4,000 square feet. New warehouse uses in this district must provide one space per 1500 square feet. Based on the size of the data center, the zoning code requires 11 parking spaces. The code allows a 1:1 reduction of off-street parking through on- street parking spaces adjacent to the site. The on-street spaces must have pedestrian connections to the principal structure. The proposed site plan contains a new sidewalk connecting the on-street spaces along Library Lane and the public sidewalk to the entrances of the data center. 13 spaces along Library Lane and 12 spaces along Walker Street are adjacent to the project site. The plan meets minimum parking requirements. Two new ADA parking spaces and a loading zone will be constructed on Library Lane adjacent to the project site. Landscaping and tree replacement: The proposed landscape plan meets tree and shrub minimum planting requirements. 7 Regular meeting meeting of August 16, 2023 (Item No. 3a) Title: 6400 Walker Street conditional use permit City code requires that any tree which is removed from public land shall be replaced on a caliper inch for caliper inch basis. Two 3-caliper-inch trees in the Library Lane boulevard will be removed (six caliper inches in total) to construct the new ADA parking stalls. Two 3-caliper-inch trees will be planted in the boulevard near the driveway. Stormwater Management: The project includes a new underground stormwater detention chamber and mechanical treatment device to treat stormwater on the site. Staff find the proposed plan is sufficient to treat stormwater from the site. A Minnehaha Creek Watershed District stormwater management permit will be issued before city building and erosion control permits are issued for the project. Lighting: The applicant submitted an electrical photometric plan for review. The data center plans include two new exterior wall lights. The plans meet zoning requirements for outdoor lighting. Utilities: New stormwater and sanitary sewer connections will serve the data center building. An existing fiber communications line located in the project area will be rerouted around the data center building. Staff find that the existing city utilities have capacity for the proposed building. Conditional use permit: Section 36-71(c) requires a conditional use permit when more than one principal building is located on a single parcel. Staff find the application meets the following general requirements for conditional use permits: 1.Consistency with plans. The use of this property as a high school is consistent with and supportive of principles, goals, objectives, land use designations, redevelopment plans, neighborhood objectives, and implementation strategies of the comprehensive plan. The property is guided “Park and Open Space.” No changes are proposed to the football field, and the project includes a new playground to the serve the daycare adjacent to the site. 2.Nuisance. It is not detrimental to the health, safety, morals and general welfare of the community as a whole. It will not have undue adverse impacts on the use and enjoyment of properties, existing and anticipated traffic conditions, parking facilities on adjacent streets, and values of properties in close proximity to the conditional use. There are no adverse impacts anticipated due to this project. 3.Compliance with code. It is consistent with the regulations, intent and purpose of City Code and the zoning district in which the conditional use is located. The proposed plan meets the conditions required of conditional use permits. The MX-2 zoning district permits office and warehouse uses. 4.Consistency with service capacity. It will not have undue adverse impacts on governmental facilities, services or improvements which are either existing or proposed. Services will not be impacted by the proposed educational facility. 5.Site design. It is consistent with code requirements for parking, circulation, landscaping, and stormwater treatment and retention. The designs are proposed to be included as a condition of approval of the CUP amendment. The site design meets city requirements. 6.Consistency with utilities. It is consistent with the City’s stormwater, sanitary sewer, and water plans. On-site stormwater management improvements will be made as part of the 8 Regular meeting meeting of August 16, 2023 (Item No. 3a) Title: 6400 Walker Street conditional use permit site improvements. The utilities have capacity for the use. The proposed design is consistent with all city plans. Public outreach: School district staff and the project team held a virtual neighborhood meeting on August 2, 2023. The ward councilmember and one member of the public attended. The group discussed parking needs of the new building and the neighboring properties. The school district team agreed to explore additional sidewalks on the site to encourage school district employees to use off-street parking lots at Central school administration building. The school district added the new gate and sidewalk to the plans serving the northeast entrance of the maintenance building to address these concerns. Staff received one email commenting on the project. Please see the email attached to this report. Next steps: If the planning commission makes a recommendation, then staff will present the application and the planning commission’s recommendation to city council on September 5, 2023. Recommendations: Staff recommend approval of the conditional use permit for a new data center building and site improvements at 6400 Walker Street, subject to the following conditions: 1.The site shall be developed, used and maintained in accordance with the conditions of this ordinance, approved official exhibits, and city code. 2.All utilities shall be buried. 3.All required permits shall be obtained prior to starting construction, including but not limited to: a.Minnehaha Creek Watershed District stormwater management permit. b.NPDES grading/construction permit c.City of St. Louis Park building, erosion control, and right-of-way permits. 4.Prior to starting any land disturbing activities, the following conditions shall be met: a.A development contract shall be executed between the developer and city that addresses, at a minimum: i.The conditions of CUP approval as applicable or appropriate. ii.Submit as-builts in accordance with city requirements. iii.The developer shall reimburse city attorney’s fees in drafting/reviewing such documents as required in the final CUP approval. iv.The mayor and city manager are authorized to execute said development contract. b.A preconstruction meeting shall be held with the appropriate development, construction, private utility and city representatives. c.Final construction plans for all improvements shall be signed by a registered engineer and submitted to the city engineer for review and approval. 5.The developer shall comply with the following conditions during construction: a.All city noise ordinances shall be complied with, including that there be no construction activity between the hours of 8 p.m. and 7 a.m. Monday through Friday, and between 8 p.m. and 9 a.m. on weekends and holidays. 9 Regular meeting meeting of August 16, 2023 (Item No. 3a) Title: 6400 Walker Street conditional use permit b.The site shall be kept free of dust and debris that could blow onto neighboring properties. c.Public streets shall be maintained free of dirt and shall be cleaned as necessary. d.The city shall be contacted a minimum of 72 hours prior to any work in a public street. e.Work in a public street shall take place only upon the determination by the city engineer (or designee) that appropriate safety measures have been taken to ensure motorist and pedestrian safety. f.Temporary electric power connections shall not adversely impact surrounding neighborhood service. 6.In addition to any other remedies, the developer or owner shall pay an administrative fee of $750 per violation of any condition of this approval. 7.The conditional use permit shall be revoked and cancelled if the building or structure for which the conditional use permit is granted is removed. Supporting documents: email, project plans Prepared by: Jacquelyn Kramer, associate planner Reviewed by: Sean Walther, planning manager / deputy community development director 10 From:Curt Rahman To:Jacquelyn Kramer Subject:FW: New Data Center Date:Wednesday, July 26, 2023 2:58:52 PM CAUTION: This email originated from outside of the organization. Do not click links or open attachments unless you recognize the sender and know the content is safe. I am writing to express concerns about the new data center project for the schools. I own the building directly across Walker Street from the project at the intersection of Dakota and Walker. I would like to see the entrance and egress for the new data center building changed to face Central Community and the school parking lot instead of directing it to “on street” parking. My understanding of the parking requirements of the Walker Lake MX district is that existing buildings are grandfathered on parking use, but that new buildings are subject to the normal parking requirements for new buildings in SLP. My concern is that it appears to me from looking at the plans, that the primary entrance and egress for the building is on walker street and they plan to consider all of the public parking on Walker and Library Lane as their parking and use it all. While some is currently vacant, particularly on Library Lane at certain times, there are not 26 spaces available for them to use. In winter, this becomes even more of an issue because many of the spaces get taken up with snow plow piles and are not available for use. Keep in mind that this data center is right next to the athletic turf field and the school already uses most of the parking when there are games here. To me the solution is to require them to put the entrance and egress to their building to face the school building and their parking lot. ·Please forward this comment to all parties involved and enter it into the record for the project. ·I will be out of town for the Planning Commission meeting on this, so I would appreciate you also forwarding this to planning commission members. ·To me, a data center is a bunker, not a restaurant, grocery store, coffee shop or other business that we hope to attract to the area and it uses up all of the available parking on the street and discourages any other development in the area. ·I would be interested in a response to this from the schools and/or city staff prior to the public meetings, hopefully with the comment, “of course we can do that”, in which case I would support the schools and this project. https://www.stlouisparkmn.gov/government/departments-divisions/community- development/development-projects/st-louis-park-public-schools-data-center Curt Rahman, Walker Lake business owner 612-207-5411 11 7 7 100 100 Wooddale AveW Lake StSITE Vicinity MapGraphic Symbols 1 A101 View Name 1/8" = 1'-0" DRAWING TITLE NUMBER ON SHEET DRAWING TITLE DRAWING SCALE SHEET NUMBER BUILDING SECTION 1 A101 SIM DRAWING NUMBER SHEET ON WHICH THE SECTION OCCURS WALL SECTION / DETAIL 1 A101 SIM DRAWING NUMBER SHEET ON WHICH THE SECTION OCCURS A101.00 1 SIM DETAIL DRAWING NUMBER SHEET ON WHICH THE DETAIL OCCURS STRUCTURAL GRID LINE DOOR 101 REFERENCES DOOR SCHEDULE EXTERIOR ELEVATION CEILING FINISH REFERENCES COLOR AND FINISH SCHEDULE HEIGHT FINISH MATERIAL COMPASS ROSE N PROJECT NORTH TRUE NORTH BUILDING SYSTEM REFERENCES BUILDING SYSTEMS TYPE SCHEDULE W XXX-X SYSTEM TYPE PER SCHEDULE EXTENT OF SYSTEM ROOM ROOM NUMBER INTERIOR PARTITION REFERENCES PARTITION TYPE SCHEDULE PARTITION TYPE PER SCHEDULE PARTITION MODIFIER WINDOW FRAME TYPE REFERENCES WINDOW FRAME TYPE SCHEDULE(S) FRAME TYPE PER SCHEDULE 1t LOUVER FRAME TYPE REFERENCES LOUVER FRAME TYPE SCHEDULE(S) FRAME TYPE PER SCHEDULE 1t FLOOR FINISH TRANSITION REFERENCES COLOR AND FINISH SCHEDULE FLR-X FLR-X FLOORING TYPES PER SCHEDULE A7014 3 2 1 1 A101 SIM INTERIOR ELEVATION DRAWING NUMBER SHEET ON WHICH THE ELEVATION OCCURS HEIGHT/ELEVATION BENCHMARKS PRIMARY DATUM 100'-0" SECONDARY DATUM 100'-0" KEYNOTE REFERENCES SHEET KEYNOTE LEGEND REVISION 1 0 0 MATCHLINE ACT-X 10'-0" PT-X A3 FIRE EXTINGUISHERS F A10 SH A5 = 5 LB ABC EXTINGUISHER A10 = 10 LB ABC EXTINGUISHER EX = EXISTING EXTINGUISHER EX = EXISTING CABINET OR HOOK S = SURFACE MOUNTED CABINET SH = SURFACE MOUNTED HOOK SR = SEMI RECESSED CABINET R = RECESSED CABINET ROOM NAME 101 WP CP DATUMS - WORKPOINT AND CENTER POINT C FIXTURE / EQUIPMENT (ELEVATION) E = ELECTRICAL S = SPEAKER T = THERMOSTAT C = CLOCK D = SMOKE DETECTOR 1 1 1 FINISHES / FURNITURE / EQUIPMENT XX-## TYPE PER SCHEDULE /1 A101 /1 A101 1 A100 DRAWING NUMBER SHEET ON WHICH THE ELEVATION OCCURS DOOR NUMBER A 1 ? Materials ALUMINUM BRICK CERAMIC TILE / RESILIENT TILE CONCRETE - CAST-IN-PLACE CONCRETE - PRECAST CONCRETE BLOCK EARTH EXISTING CONDITIONS WOOD - FINISHED GLASS GRAVEL/STONE FILL GYPSUM WALL BOARD INSULATION - BATT INSULATION - RIGID PARTICLE BOARD PLASTER / GROUT PLYWOOD ROUGH LUMBER / WOOD FRAMING WOOD BLOCKING SAND / GRANULAR FILL STONE STEEL / STEEL STUD FRAMING TERRAZZO 2 8 2 8 1. NOT ALL AREAS OF THE BUILDING HAVE WORK UNDER THIS CONTRACT. 2. DRAWINGS SHALL NOT BE SCALED FOR EXACT DIMENSIONS. 3. PORTIONS OF THE INFORMATION SHOWN ON THESE DRAWINGS WERE DERIVED FROM EXISTING DRAWINGS AND ON SITE OBSERVATION. DRAWINGS ARE NOT TO BE CONSTRUED AS "AS-BUILT" CONDITIONS AND THE CONTRACTOR SHALL FIELD VERIFY DIMENSIONS AND ACTUAL INSTALLED CONDITIONS. IN THE EVENT OF A DISCREPANCY BETWEEN ON-SITE CONDITIONS AND THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL NOTIFY AND ARCHITECT OF SUCH DISCREPANCIES BEFORE PROCEEDING WITH THE WORK. 4. DIMENSION LOGIC A. INTERIOR STUD WALLS ARE DIMENSIONED TO FACE OF STUD. B. EXTERIOR METAL STUD WALLS ARE DIMENSIONED TO INSIDE FACE OF STUD. C. CMU AND PRECAST WALLS ARE DIMENSIONED TO FACE OF WALL. D. EXTERIOR OPENINGS AT MASONRY ARE DIMENSIONED TO MASONRY OPENING -REFER TO DETAILS FOR LOCATION OF ROUGH OPENING. E. EXTERIOR OPENINGS AT MASONRY ARE DIMENSIONED TO MASONRY OPENING-REFER TO DETAILS FOR LOCATION OF ROUGH OPENING. 5. ALL BRICK AND/OR CONCRETE BLOCK SHALL BE LAID IN SUCH A MANNER AS TO MATCH THE HORIZONTAL AND VERTICAL COURSING OF THE EXISTING BUILDING, UNLESS NOTED OTHERWISE. 6. TOOTH IN FACE BRICK AND BLOCK AT NEW OPENINGS CUT IN EXISTING WALLS WHICH DO NOT RECEIVE ADDITIONAL FINISH MATERIALS. 7. ALL CONSTRUCTION AREAS SHALL BE KEPT UNDER NEGATIVE AIR PRESSURE AT ALL TIMES. DURING THE SCHOOL YEAR, CONTRACTOR SHALL PROVIDE THEIR OWN EXHAUST EQUIPMENT FOR THIS PURPOSE. EXISTING MECHANICAL EQUIPMENT CAN BE USED FOR SUPPLY AIR, BUT ALL RETURN AIR PASSAGES SHALL BE BLOCKED OFF, OR ADDITIONAL FILTER EQUIPMENT SUPPLIED TO ENSURE MINIMAL CONSTRUCTION DUST, DEBRIS AND CHEMICALS INTO THE EXISTING MECHANICAL SYSTEM. 8. ANY DISRUPTION OF EXISTING UTILITIES SHALL BE COORDINATED AND SCHEDULED WITH THE OWNER'S REPRESENTATIVE PRIOR TO STARTING WORK. 9. ALL EXISTING BUILDING ELEMENTS AND CONDITIONS NOT INDICATED TO BE REMOVED ARE TO BE PROTECTED FOR THE DURATION OF CONSTRUCTION. ANY DAMAGE TO EXISTING CONDITIONS THAT ARE TO REMAIN SHALL BE RESTORED OR REPLACED AT REPLACEMENT VALUE TO MATCH EXISTING CONDITIONS UNDER THE PRIME CONTRACT WITHOUT ADDITIONAL COST TO THE OWNER. 10. NEW AND EXISTING FIRE AND SMOKE RESISTIVE ASSEMBLIES ARE TO BE SEALED TO THE EXISTING CONSTRUCTION TO COMPLETE THE HOURLY RATING AND CONTROL THE PASSAGE OF SMOKE. 11. EXISTING WALLS ON THE DRAWINGS ARE SHOWN SHADED, EXISTING CEILING GRID AND LIGHTING ARE SHOWN IN LIGHT TONES. 12. ALL KEY NOTES ON EACH SHEET MAY NOT NECESSARILY REFER TO ITEMS ON THAT SHEET. 13.WHEREVER OPENINGS ARE CUT THROUGH FIRE RATED PARTITIONS, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR FOR WHOM THE HOLE IS CUT TO PATCH AND REPAIR ANY OPENING TO MAINTAIN THE INTEGRITY OF THE FIRE RATING. 14. THE SCOPE OF PATCHING INCLUDES ALL EXISTING SURFACES EXPOSED TO VIEW THAT ARE DISTURBED BY WORK UNDER THE GENERAL CONTRACT. REMOVE ANCHORS, SLEEVES AND PATCH SPALLS AT THE REMOVED ANCHOR LOCATIONS. INSTALL SEALANT IN HOLES SMALLER THAN ¼”AND OTHER PATCHING MATERIALS IN LARGER OPENINGS AS PRIOR APPROVED BY THE ARCHITECT. UNLESS NOTED OTHERWISE, FINISHED PATCHING IS TO MATCH ADJACENT EXISTING SURFACES IN MATERIAL, TEXTURE AND FINISH. 15. CONTRACTOR TO SUBMIT UL CLASSIFICATIONS FOR FIREPROOFING SYSTEMS FOR ARCHITECT’S REVIEW PRIOR TO INSTALLATION. 16. REFER TO CODE PLANS FOR ALL CODE RELATED INFORMATION INCLUDING RATED WALL LOCATIONS AND TYPES, FIRE WALLS, EXITING, BUILDING AREAS AND CONSTRUCTION TYPE REQUIREMENTS, FIREPROOFING REQUIREMENTS, ETC. SHOULD DISCREPANCIES BE FOUND BETWEEN THE CODE PLANS AND CONTRACT DOCUMENTS, NOTIFY THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. 17. SHADED ARES ON PLANS GENERALLY INDICATE AREAS WITH NO OR LIMITED SCOPES OF WORK. VERIFY FULL EXTENTS OF WORK TO BE COMPLETED IN AREAS SHOWN AS "NO WORK" WITH ALL CONSULTANT DRAWINGS. 18. FIRESTOPPING TO BE PROVIDED AT ALL PIPE AND CONDUIT PENETRATIONS IN ELEVATED FLOOR SLABS. REFER TO SPECIFICATION SECTION 07 8400. Sheet Number Sheet Title ©Copyright by Cuningham (All Rights Reserved) Current Revision Revisions Project Information Project No.:PIC / AIC: Date:Phase: 201 SE Main Street | Suite 325 | Minneapolis | MN 55414 cuningham.com Consultant GENERAL INFORMATION CUP G0.01 2023 St. Louis Park Public Schools - Maintenance Building and Data Center 21-0419 6/16/23CD PL CUP APPLICATION SET NOT FOR CONSTRUCTION 7/14/2023 N ABBREVIATIONS AB AIR BARRIER AC ACCESSORY ACA ACOUSTICAL CEILING ACCESSORY ACG ACOUSTICAL CEILING GRID ACP ACOUSTICAL CEILING PANEL ACR ACRYLIC ACT ACOUSTICAL CEILING TILE ADA AMERICANS WITH DISABILITIES ACT ADH ADHERE AF ACCESS FLOOR AFF ABOVE FINISHED FLOOR ALT ALTERNATIVE / ALTERNATE ALUM ALUMINUM ARCH ARCHITECT ART ARTWORK AWP ACOUSTICAL WALL PANEL AWT ACOUSTICAL WALL TREATMENT BLKG BLOCKING BO(_) BOTTOM OF: DECK, BEAM, STEEL BRG BEARING BRK BRICK CB CHALK BOARD CC COLUMN COVER CCF COLUMN COVER FINISH CCT CUBLICLE CURTAIN CF CUSTOM FABRICATION CF/OI CONTRACTOR FURNISHED / OWNER INSTALLED CFF CONCRETE FLOOR FINISH CG CORNER GUARD CGA CUNINGHAM GROUP ARCHITECTURE, INC. CJ CONTROL JOINT CK CORK CL CENTER LINE CLR CLEAR(ANCE) CMP COMPOSITE METAL PANEL CMU CONCRETE MASONRY UNIT CONC CONCRETE CONT CONTINUOUS / CONTINUE CP CEMENT PLASTER CPT CARPET TILE OR BROADLOOM CPTB CARPET BASE CT CERAMIC / PORCELAIN TILE CTB CERAMIC TILE BASE DEC DECORATIVE CONCRETE DF DRINKING FOUNTAIN DIA DIAMETER DIV DIVISION DN DOWN HSS HOLLOW STEEL SECTION ID INSIDE DIAMETER INSUL INSULATION INT INTERIOR L-FIXT LIGHT FIXTURE LAV LAVATORY DRP DRAPERY/CURTAINS DWGS DRAWINGS DWP DECORATIVE WALL PANEL (E) / EXIST EXISTING E-FIXT ELECTRICAL FIXTURE EJ EXPANSION JOINT EL ELEVATION ELEC ELECTRIC(AL) ELEV ELEVATOR EQ EQUAL EWC ELECTRICAL WATER COOLER EXP EXPOSED EXT EXTERIOR FAB FABRIC, NON-UPHOLSTERY FAF FLUID APPLIED FLOORING FD FLOOR DRAIN FE / FEC FIRE EXTINGUISHER (CABINET) FF / FFE FINISH FLOOR (ELEVATION) FF&E FIXTURES, FURNISHINGS & EQUIPMENT FIN FINISH FLR FLOOR(ING) FOEW FACE OF EXISTING WALL FOS FACE OF STUD FRP FIBERGLASS REINFORCED WALL PANEL FRT FIRE TREATED GA GAUGE GALV GALVANIZED GB GYPSUM BOARD GC GENERAL CONTRACTOR GFRC GLASS FIBER REINFORCED CONCRETE GFRG GLASS FIBER REINFORCED GYPSUM GFRP GLASS REINFORCED PLASTIC GL GLASS, GLAZING GMU GLAZED MASONRY UNIT GT GLASS TILE GYP GYPSUM HB HOSE BIBB HDBD HARDBOARD HDWD HARD WOOD HDWR HARDWARE HM HOLLOW METAL LLH LONG LEG HORIZONTAL LLV LONG LEG VERTICLE LMC LINEAR METAL CEILING LWC LINEAR WOOD CEILING MAS MASONRY MAT CARPET/WALK-OFF MAT MATL MATERIAL MAX MAXIMUM MB MARKER BOARD MDF MEDIUM DENSITY FIBERBOARD MECH MECHANICAL MG METAL GRATE MIN MINIMUM MIR MIRROR(ED) MO MASONRY OPENING MTD MOUNTED MTL METAL MTLT METAL TRIM NA NOT APPLICABLE NIC NOT IN CONTRACT NOM NOMINAL NTS NOT TO SCALE OC ON CENTER(S) OD OUTSIDE DIAMETER OF/CI OWNER FURNISHED / CONTRACTOR INSTALLED OF/OI OWNER FURNISHED / OWNER INSTALLED OFRD OVERFLOW ROOF DRAIN OFS OVERFLOW SCUPPER OH OVERHEAD OPNG OPENING OZ OUNCE P-FIXT PLUMBING FIXTURE PARTBD PARTICLEBOARD PC PRECAST PL PLATE PLAM PLASTIC LAMINATE PLS PLASTER PLY PLYWOOD PME PATCH TO MATCH EXISTING PNL PANEL PREFIN PREFINISHED PRT PRESERVATIVE PRV POWER ROOF VENTILATOR PT PAINT(ED) PT EXT EXTERIOR PAINT PV PLUMBING VENT QT QUARRY TILE QTB QUARRY TILE BASE QTY QUANTITY R RISER RAD RADIUS RB RESILIENT BASE RD ROOF DRAIN REF REFERENCE / REFER TO REQD REQUIRED RF RESILIENT FLOORING RMAT RECESSED MAT RO ROUGH OPENING RTU ROOF TOP UNIT S SEAL SC SEALED CONCRETE SCF SPECIAL CONCRETE FINISH SE SEATING SF SQUARE FOOT/FEET SFCS STRETCHED FABRIC CEILING SYSTEM SFWS STRETCHED FABRIC WALL SYSTEM SGFT STRUCTURAL GLAZED FACING TILE SHG SHEATHING SIM SIMILAR SMCS STRETCHED MEMBRANE CEILING SYSTEM SP SPECIALTY FINISH SPF SPRAY POLYURETHANE FOAM SPT SPECIAL PAINT SS STAINLESS STEEL SSF SOLID SURFACE ST STAIN STN STONE STNB STONE BASE STNF STONE FLOORING STNT STONE TILE STNV STONE VENEER SUSP SUSPENDED SV SHEET VINYL SWF SPECIALTY WALL FINISH SYST SYSTEM T TREAD T&G TONGUE AND GROOVE TB TACKBOARD TBL TABLE TERB TERRAZZO BASE TERR TERRAZZO TERT TERRAZZO TILE TFC TEXTURED FINISH CEILING TO(_) TOP OF: DECK, CONCRETE, BEAM, PARAPET, STEEL, WALL TP TOILET PARTITION TS TRANSITION STRIP TYP TYPICAL UNFIN UNFINISHED UNO UNLESS NOTED OTHERWISE UPH UPHOLSTERY VIF VERIFY IN FIELD VNR VENEER VP VENEER PLASTER VR VAPOR RETARDER VSE VENEER SHELF ELEVATION WB WEATHER BARRIER WC WATER CLOSET WCV WALL COVERING WD WOOD WD BLK WOOD BLOCKING WDB WOOD BASE WDF WOOD FLOORING WDT WOOD TRIM WDV WOOD VENEER WDW WINDOW WP WORK POINT WPT WALL PROTECTION WT WINDOW TREATMENT XPS EXTRUDED POLYSTYRENE # NUMBER / POUND & AND @ AT 6400 WALKER STREET ST. LOUIS PARK, MN 55416 ST. LOUIS PARK PUBLIC SCHOOLS MAINTENANCE BUILDING AND DATA CENTER 21-0419 Contacts Name: Contact: Address: Phone: FAX: E-Mail: ST. LOUIS PARK PUBLIC SCHOOLS JAMES LANGEVIN 6425 WEST 33RD ST (952) 928-6004 langevin.james@slpschools.org OWNER ST. LOUIS PARK, MN 55426 Name: Contact: Address: Phone: FAX: E-Mail: CUNINGHAM GROUP ARCHITECTURE, INC. JOHN VANDE CASTLE 201 MAIN ST SE MINNEAPOLIS, MN 55414 (612) 617-2319 jvandecastle@cuningham.com ARCHITECT SUITE 325 Name: Contact: Address: Phone: FAX: E-Mail: CMTA ENGINEERING MARK BRADBY 1331 TYLER STREET NE SUITE 201 (612) 249-5597 mark.bradby@cmta.com MECHANICAL MINNEAPOLIS, MN 55413 Name: Contact: Address: Phone: FAX: E-Mail: CMTA ENGINEERING MIKE BALDWIN 1331 TYLER STREET NE SUITE 201 (612) 249-5600 mike.baldwin@cmta.com PLUMBING MINNEAPOLIS, MN 55413 Name: Contact: Address: Phone: FAX: E-Mail: CMTA ENGINEERING JORDAN WEBB 1331 TYLER STREET NE SUITE 201 (612) 249-5600 jordan.webb@cmta.com ELECTRICAL MINNEAPOLIS, MN 55413 Name: Contact: Address: Phone: FAX: E-Mail: ELERT & ASSOCIATES/ A TRUE NORTH COMPANY JASON ANDERSON 140 S. 3RD STREET S (651) 705-xxxx kjo double check phone jason.anderson@tncg.com TECHNOLOGY STILLWATER, MN 55082 Name: Contact: Address: Phone: FAX: E-Mail: IMEG CORP. LEO SCHAFERS 12755 HWY 55 MINNEAPOLIS, MN 55441 (763) 595-3111 leo.j.schaefers@imegcorp.com STRUCTURAL SUITE #100 Project Description GOVERNING CODE: BUILDING TYPE: PRIMARY OCCUPANCY TYPE: NEW CONSTRUCTION (SF): REMODELING (SF): CONSTRUCTION MATERIALS: PROGRAM DESCRIPTION: 2018 IBC WITH MINNESOTA MSBC 2020 AMENDMENTS TYPE II B / V B GROUP B AND S-1 11,386 SF 14,057 SF CMU BLOCK, BRICK, METAL PANEL AND GLASS, WITH ALUM. FRAMING. NEW DATA CENTER OFFICE BUILDING ON LEVEL 2 AND STORAGE AND REPAIR SHOP ON LEVEL 1. EXISTING MAINTENACE BUILDING TO RECEIVE ALL NEW EXTERIOR DOORS AND WINDOWS, ALONG WITH EXTERIOR BRICK TUCKPOINTING. INTERIOR WILL RECIEVE NEW LIGHT FIXTURES THROUGHOUT. General Notes Name: Contact: Address: Phone: FAX: E-Mail: BOLTON & MENK JAY POMEROY 7575 GOLDEN VALLEY RD MINNEAPOLIS, MN 55427 (763) 544-7129 jay.pomeroy@bolton-menk.com CIVIL / LANDSCAPE SUITE #200 CUP Sheet Index SHEET NO. SHEET NAME 20-CUP G0.01 GENERAL INFORMATION CUP A0.01 Floor Plan Level 1 A0.02 Floor Plan Level 2 A0.03 Exterior Elevations Data Center A0.04 Exterior Elevations Data Center A0.05 Exterior Elevations Maintenance Building C0.00 Site Survey- Stadium C0.01 Site Survey - Data Center C0.02 Site Survey -Central C1.00 Site Reference Plan C2.00 Site Removals Plan C3.00 Site Layout Plan C3.01 Site Finishing Plan C4.00 Site Erosion Control Plan C5.00 Site Grading Plan C6.00 Site Utility Plan C7.00 Civil Details C7.01 Civil Details C7.02 Civil Details C7.03 Civil Details L1.00 Site Landscape Plan L2.00 Site Irrigation Plan E1.11 Electrical Photometric Plan PARKING CALCULATIONS MX-2 ZONE DATA CENTER OFFICES = 1 SPACE/500 SF IN EXCESS OF 4,000 SF LEVEL 2 = 5,653 SF / 500 SF = 12 PARKING SPACES (TOTAL STAFF IN BUILDING IS 14) WAREHOUSE = 1 SPACE / 1,500 SF OR 1 SPACE / 2 STAFF WHICHEVER IS GREATER LEVEL 1 = 5,733 SF / 1,500 SF = 4 SPACES MAINTENANCE BUILDING WAREHOUSE = 1 SPACE / 1,500 SF OR 1 SPACE / 2 STAFF WHICHEVER IS GREATER LEVEL 1 = 14,057 SF / 1,500 SF = 10 SPACES (7 FULL TIME STAFF 11 IN SUMMER) TOTAL PARKING SPACE REQUIRED = 26 SPACES Property & Legal Description NEW DATA CENTER SITE LEGAL DESCRIPTION: Part of Block 3. REARRANGEMENT OF ST. LOUIS PARK, according to the recorded plat thereof, Hennepin County, Minnesota, together with vacated avenue and alley which accrued thereto by reason of the vacation therof. ST. LOUIS PARK SENIOR STADIUM FIELD LEGAL DESCRIPTION: That part of Blocks 3 and 4, along with the acruing alleys and Idaho Avenue South by vacation in REARRANGEMENT OF ST. LOUIS PARK, Hennepin County, Minnesota, according to the recorded plat thereof described as follows: Commencing at the most westerly corner of Lot 13, said Block 3; thence southeasterly along the southwesterly line of said Block 3 on an assumed bearing of South 46 degrees 49 minutes 35 seconds East 20.00 feet to the point of beginning of the parcel to be described; thence North 44 degrees 32 minutes 29 seconds East 519.68 feet; thence South 45 degrees 27 minutes 31 seconds East 162.06 feet to the easterly line of said said Block 4; thence South 01 degrees 17 minutes 48 seconds West along said easterly line of Block 4, 121.06 feet; thence South 44 degrees 32 minutes 29 seconds West 425.64 feet to said southwesterly line of Block 3; thence North 46 degrees 49 minutes 35 seconds West along said southwesterly line of Block 3, 245.07 feet to the point of beginning. GROSS SQUARE FOOTAGE: 25,443 SF Data Center and Maintenance Building Combined FOOTPRINT: 19,790 SF Data Center and Maintenance Building Combined BUILDING HEIGHT : 2 Stories, 30'-2 1/2" Data Center Height. 1 Story 15'-9" Existing Maintenance Building RESIDENTIAL UNITS: N/A FLOOR AREA RATIO: .10% GROUND FLOOR AREA RATIO: .08% IMPERVIOUS SURFACE RATIO: 36% Impervious, 24% Pervious, 40% Synthetic Turf USEABLE OPEN SPACE: N/A SETBACKS: Data Center North West: 289.74' North East: 210.78' South: 108.06' South West: 33.72' East: 184.85' Existing Maintenance Building North West: 390.11' North East: 241.24' South: 5.06' South West: 4.24' East: 55.83' No. Date Description 12 13 14 15 16 EMLPGWHHLPLPMHMH3" MPL2" OAK2" OAK2" OAKPPPPU3" TR3" TR3" TRWVCONCWALLOHEOHEOHE8 FOOT CHAIN LINK FENCE8 FOOT CHAINLINK FENCE6 FOOT CHAINLINK FENCECONCWALLC O N C R E T E BI T UM I N O U S CONCRETECONCRETECONCRETECONCRETECONCRETECONCRETECONCRETECONCRETEB I T U M I N O U SB I T U M I N O U SB I T U M I N O U SRAMPTOP=INV=SAN921.1909.4TOP=INV=SAN921.0913.9NEINV=910.9SEINV=910.8WSAN STOP=INV=SMH921.4916.9SWTOP WATER=916.6SUMP=914.4TOP=CB920.7TOP=INV=CB920.5917.5SINV=917.1WINV=917.0NETOP=INV=CB919.9916.7SW,NWTOP=INV=CB920.3917.1TOP=INV=SMH920.7916.8SE,SW,NEINV=916.7NW12" RC P S T S 12 " R C P S T S 12" RCPST S1 2 " R C P S T S12" RCP ST S12" RCP ST SPROPERTY LINEPROPERTY LINELPC O L ( T Y P )UGCUGCUGC12" RCP ST SSAN SSAN S W 12" RCP ST S6 " S T S WWWWCBXCONC R E T E CONCRETE>>>>>>>>>>> > >>>> >>>>>> > >>>>>>>>>>//////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////R4R4R4R4R4R4////////////////////////////////////////////////////////////////////////////////////////R4R5R1R2R1R2P7P2P2P1P9P4P4P4P13R3R2R5R1R11R11R1R1REMOVE AND SALVAGE FOR REUSE EXISTINGELECTRIC METER AND HANDHOLE - SEE SITEELECTRICAL PLAN FOR NEW LOCATIONP4P4EXISTING UNDERGROUND FIBER OPTIC LINE BETWEEN HIGH SCHOOLAND ST. LOUIS PARK DISTRICT OFFICES TO BE RE-ROUTED AROUND SITEPRIOR TO CONSTRUCTIONR4P11P13P13P11P11P12R1R1//////////////////////////////// /////// / / / /R4R4R2R1R3P13>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > >XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXX X X X X X X X R12R12P14P14C2.00CUP7/17/2023128538####RFEETSCALE0HORZ.1020CUP APPLICATION SETNOT FOR CONSTRUCTION7/14/2023Sheet NumberSheet Title©Copyrightby Cuningham (All Rights Reserved)Current RevisionRevisionsProject InformationProject No.:PIC / AIC:Date:Phase:201 SE Main Street | Suite 325 | Minneapolis | MN 55414cuningham.com2023St. Louis Park Public Schools -Maintenance Building and DataCenterNo. DateDescription7575 GOLDEN VALLEY ROAD, SUITE 200 MINNEAPOLIS, MN, 55427SITE REMOVALS PLAN1. REFER TO SHEET C500, GRADING PLAN, FOR GENERAL NOTES.2. MINIMIZE DISTURBANCE TO SITE AND PROTECT EXISTING VEGETATION AND SITE FEATURES (CURBS,WALKS, PAVEMENTS, OVERHEAD AND UNDERGROUND UTILITIES, SIGNAGE, FENCING, ROADWAYS,ETC.) WHICH ARE TO REMAIN.3. REPAIR OR REPLACE EXISTING PROPERTY AND SITE FEATURES, INCLUDING GRASS AND VEGETATION,WHICH IS TO REMAIN THAT IS DAMAGED BY THE WORK, TO OWNER'S SATISFACTION AND AT NOADDITIONAL COST TO THE OWNER.4. VISIT THE SITE PRIOR TO BIDDING; BE FAMILIAR WITH ACTUAL CONDITIONS IN THE FIELD. EXTRACOMPENSATION WILL NOT BE ALLOWED FOR CONDITIONS WHICH COULD HAVE BEEN DETERMINED ORANTICIPATED BY EXAMINATION OF THE SITE, THE CONTRACT DRAWINGS AND THE INFORMATIONAVAILABLE PERTAINING TO EXISTING SOILS, UTILITIES AND OTHER SITE CHARACTERISTICS.5. THE CONTRACTOR SHALL HIRE THE SERVICES OF A UTILITY LOCATOR COMPANY TO LOCATE ALLPRIVATELY OWNED UTILITIES THAT MAY BE DISTURBED BY CONSTRUCTION OPERATIONS.6. THE CONTRACTOR SHALL PROTECT TREES TO REMAIN WITH ORANGE CONSTRUCTION FENCE.REMOVALS NOTESREMOVE CONCRETE PAVEMENT TO NEAREST JOINTREMOVE CONCRETE CURB & GUTTERREMOVE BITUMINOUS PAVEMENT AND CURBREMOVE AND SALVAGE FOR REUSE FENCING FABRIC, GATES, TOPAND BOTTOM RAILS AND CABLE (DISPOSE OF FOOTINGS ANDPOSTS).REMOVE TREE, INCLUDING STUMPREMOVE AND RELOCATE ELECTRIC METER POSTREMOVE STORM SEWERREMOVE STORM SEWER STRUCTURE AND ASSOCIATED PIPEREMOVE SANITARY SEWERREMOVE SANITARY SEWER STRUCTUREREMOVE CONCRETE PLAYGROUND CURBREMOVE PLAYGROUND DRAINTILER1R2R3R4R5R6R7R8R9R10KEY NOTE LEGENDUNDERGROUND UTILITY REMOVALSCONCRETE PAVEMENT REMOVALSBITUMINOUS PAVEMENT REMOVALSGRAVEL PARKING LOT REMOVALSFENCING REMOVALSSAWCUTTREE REMOVALS, INCLUDING STUMPREMOVALS KEYNOTEPROTECTION KEYNOTEXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX///////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////R1P1LEGENDP1P2P3P4P5P6P7P8P9P10P11P12PROTECT BUILDINGPROTECT STADIUM BLEACHERSPROTECT STADIUM LIGHTINGPROTECT CONCRETE PAVEMENTPROTECT CONCRETE CURB AND GUTTER / VALLEY GUTTERPROTECT BITUMINOUS PAVEMENTPROTECT EXISTING FENCEPROTECT UNDERGROUND GAS LINEPROTECT ELECTRICAL POWERPOLE AND OVERHEAD WIRINGPROTECT WATER SERVICE AND VALVESPROTECT SANITARY SEWER STRUCTUREPROTECT UNDERGROUND STORM SEWERPROTECT TREEPROTECT DRAIN TILER11I hereby certify that this plan, specification, or report was prepared by me orunder my direct supervision and that I am a duly Licensed Landscape Architect underthe laws of the state of MinnesotaSigned:P13R12P1417 CONCWALLCONCWALLRAMPC O L ( T Y P ) W WACCESS TO STADIUMSNOWSTORAGE26'-1 "45'-3"6246423712LHLHSS26'-1 "6246423712LHLHSS6246423712LHLHSSR10.00'R5.00'R10.00'R20.00 '30.00'PROPERTY CORNER = BASE POINT FOR DIMENSIONINGPROPERTY LINE = BASELINE FOR DIMENSIONING -ALL DIMENSIONS ARE PARALLEL OR PERPENDICULARUNLESS OTHERWISE NOTED.R10. 0 0 'R10.00'4. 5 0 ' R10.0 0 '8.00'2.00'R5.00'R2.50'R20.00'89.66'12.33'3 3 . 1 7 'ALIGNALIGNMATCHEXISTING8.00'5.00'5.00'8.00' 1 2 . 0 0 ' 44.9 0 ° 'BUILDING ADDITION(REFER TO ARCHITECTURAL PLANS)TRASH SCREEN - REFER TO ARCHITECTURAL PLANSGENERATOR AND TRANSFORMER SCREEN - REFER TO ARCHITECTURAL PLANSRELOCATED ELECTRIC METER AND HAND HOLE -REFER TO MECHANICAL PLANS22.52'ALIGN1 0 . 3 6 'ALIGN LIMIT OF SLAB W/ EDGE OF WALK11.98'1 7 . 0 5 '9' x 18' PARKING STALL TYP.137. 7 5 ° '132.22 ° '7' WALK8' WALK3 5 . 4 9 '25.57'4' WALK4' WALKALIGN W/ BUILDING WALLALIGN W/ EXISTING FENCEPTPT34.45'6.46'ALIGNALIGNC3.00CUP7/17/2023128538####RFEETSCALE0HORZ.1020SITE LAYOUT PLANNOTES1. REFER TO SHEET C500, GRADING PLAN, FOR GENERAL NOTES.2. ALL APPLICABLE DIMENSIONS ARE TO FACE OF CURB, EDGE OF PAVEMENT, CENTERLINE OF FENCE, OR PROPERTY LINE UNLESSOTHERWISE NOTED.3. CHECK ALL PLAN AND DETAIL DIMENSIONS AND VERIFY SAME BEFORE FIELD LAYOUT.4. SIGNAGE SHALL BE INSTALLED 18" BEHIND THE BACK OF CURB OR EDGE OF PAVEMENT.PIPTPCCLEGENDBASELINE FOR DIMENSIONSPOINT OF INTERSECTIONPOINT OF CURVATUREPOINT OF TANGENCYPOINT OF COMPOUND CURVATUREPROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANSPROPERTY LINEPCCUP APPLICATION SETNOT FOR CONSTRUCTION7/14/2023Sheet NumberSheet Title©Copyrightby Cuningham (All Rights Reserved)Current RevisionRevisionsProject InformationProject No.:PIC / AIC:Date:Phase:201 SE Main Street | Suite 325 | Minneapolis | MN 55414cuningham.com2023St. Louis Park Public Schools -Maintenance Building and DataCenterNo. DateDescription7575 GOLDEN VALLEY ROAD, SUITE 200 MINNEAPOLIS, MN, 55427I hereby certify that this plan, specification, or report was prepared by me orunder my direct supervision and that I am a duly Licensed Landscape Architect underthe laws of the state of MinnesotaSigned:18 CONCWALLOHEOHE8 FOOT CHAINLINK FENCE8 FOOT CHAINLINK FENCE CONCWALLRAMPTOP=INV=SAN921.1909.4TOP=INV=SAN921.0913.9NEINV=910.9SEINV=910.8WC O L ( T Y P )SAN SSAN S W 6 " S T SWWW ACCESS TO STADIUMSNOWSTORAGE26'-1 " 26'-9 " 27777 8 WE-GO - S WI N G W/1 ACCE S SI B L E BAY D B O N L Y 10 45'-3"6246423712LHLHSS26'-1 " 26'-9 " 27777 8 WE-GO - S WI N G W/1 ACCE S SI B L E BAY D B O N L Y 10 6246423712LHLHSS6246423712LHLHSS12C7001C70112C7009C7019C70110C70010C70011C7005C7018C70013C7009C70113C70013C70013C700BIKE RACK - REFER TO SPECIFICATIONS2C7013C7013C70111C7009C70013C700TRASH SCREEN - REFER TO ARCHITECTURAL PLANS13C7006C701RELOCATED ELECTRIC METER AND HAND HOLE -REFER TO MECHANICAL PLANSGENERATOR AND TRANSFORMER SCREEN - REFER TO ARCHITECTURAL PLANS7C701BUILDING ADDITION(REFER TO ARCHITECTURAL PLANS)12C70012C70012C7008C7011C70110' GATE W/ LOCKING DEVICE8C7011C70113C700MATCH EXISTINGMATCH EXISTINGMATCH EXISTINGMATCH EXISTINGEXISTING STADIUM LIGHT POLES>>>>>>>>>>>>>>>>>I II I I >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>12C700PROPOSED 4' GATE1C701EXISTING EXIT DOOR WITH STOOPC201CDRFEETSCALE0HORZ.1020FINISHINGPLAN1. REFER TO SHEET C500, GRADING PLAN, FOR GENERAL NOTES.2. CHECK ALL PLAN AND DETAIL DIMENSIONS AND VERIFY SAME BEFORE FIELD LAYOUT.3. SIGNAGE SHALL BE INSTALLED 18" BEHIND THE BACK OF WALK.NOTESLEGENDREFERENCE KEY TO SITE DETAILS DETAIL I.D NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM)PROPOSED 4" CONCRETE WALKPROPOSED 6" CONCRETE WALKPROPOSED HEAVY DUTY BITUMINOUS PAVEMENTPROPOSED HEAVY DUTY BITUMINOUS PAVEMENTPROPOSED ROCK MULCHPROPOSED CHAIN LINK FENCINGPROPOSED CHAIN LINK FENCINGWITH MAINTENANCE STRIPPROPOSED MANHOLE (MH)1C9.0016C700Sheet NumberSheet Title©Copyrightby Cuningham (All Rights Reserved)Current RevisionRevisionsProject InformationProject No.:PIC / AIC:Date:Phase:I hereby certify that this plan, specification, or report was prepared by me orunder my direct supervision and that I am a duly Licensed LandscapeArchitect under the laws of the state of MinnesotaSigned:Name: Jay R. PomeroyLicense No.: 23543RegistrationDrawing Package201 SE Main Street | Suite 325 | Minneapolis | MN 55414cuningham.comRegistrationConsultant2023St. Louis Park Public Schools -Maintenance Building and DataCenter1285388/10/23CDPLPERMIT SETNo. DateDescription7575 GOLDEN VALLEY ROAD, SUITE 200MINNEAPOLIS, MN, 5542717C70016C70017C70019 CONCWALLB L E A C H E R SMETALSTEPSCONCOHEOHE8 F O O T C H A I N LI N K F E N C E 8 FOOT CHAINLINK FENCE CONCWALLC O N C R E T E C O N C R E T E BI T UM I N O U S CONCRETECONCRETECONCRETECONCRETECONCRETECONCRETECONCRETECONCRETEB I T U M I N O U SRAMPTOP=INV=SAN921.1909.4921921922921 922 9 2 1922 92 2922921921921921TOP=INV=SMH921.4916.9SWTOP WATER=916.6SUMP=914.4TOP=INV=CB920.5917.5SINV=917.1WINV=917.0NETOP=INV=CB919.9916.7SW,NWTOP=INV=CB920.3917.1TOP=INV=SMH920.7916.8SE,SW,NEINV=916.7NW12 " R C P S T S 12" RCPST S1 2 " R C P S T S12" RCP ST S12" RCP ST SPROPERTY LINEPROPERTY LINEC O L ( T Y P ) C O L ( T Y P ) U G EUGC UGCUGC12" RCP ST SSAN SSAN S W 12" RCP ST S6 " S T S WWWWCONC R E T E CONCRETESB 2SB 1SB 3>>>>>>>>>>> > >>>> >>>>>> > >>>>>>>>>>ACCESS TO STADIUMSNOWSTORAGE26'-1 "45'-3"6246423712LHLHSS26'-1 "6246423712LHLHSS6246423712LHLHSSS>>>>>>>>>>>>>>>>>I I I I I >>>>>>>>>>>>>>D>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>REPLACE DRAINTILEREMOVED DURINGDEMOLITIONDT INV = 920.306" DT SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFIPIPIPIPGRADE BREAKIPIPIPIPIP1C7002C700SF SFSFC4.00CUP7/17/2023128538####RFEETSCALE0HORZ.1020SITE EROSIONCONTROL PLANCUP APPLICATION SETNOT FOR CONSTRUCTION7/14/2023Sheet NumberSheet Title©Copyrightby Cuningham (All Rights Reserved)Current RevisionRevisionsProject InformationProject No.:PIC / AIC:Date:Phase:201 SE Main Street | Suite 325 | Minneapolis | MN 55414cuningham.com2023St. Louis Park Public Schools -Maintenance Building and DataCenterNo. DateDescription7575 GOLDEN VALLEY ROAD, SUITE 200 MINNEAPOLIS, MN, 55427 IPXX92020.1920D>>>>>>>>>>SFSFLEGENDREFERENCE KEY TO SITE DETAILS DETAIL I.D. NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM)EXISTING CONTOURPROPOSED CONTOURPROPOSED SPOT ELEVATIONME = MATCH EXISTINGEOF = EMERGENCY OVERFLOWTC = TOP OF CURBPROPOSED GRADING LIMITSPROPOSED STORM SEWERPROPOSED DRAINTILE / FINGER DRAINPROPOSED MANHOLE (MH)PROPOSED CATCH BASIN (CB)PROPOSED RISER INLET (RI)INLET PROTECTION DEVICE AT STORM SEWER INLETPROPOSED SILT FENCEPROPOSED ROCK CONSTRUCTION ENTRANCEPROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANSPROPERTY LINE1. REFER TO SHEET C500, GRADING PLAN, FOR GENERAL NOTES.2. MAINTAIN ADJACENT PROPERTY AND PUBLIC STREETS CLEAN FROM CONSTRUCTION CAUSED DIRT AND DEBRIS ON A DAILYBASIS. PROTECT DRAINAGE SYSTEMS FROM SEDIMENTATION AS A RESULT OF CONSTRUCTION RELATED DIRT AND DEBRIS.3. MAINTAIN DUST CONTROL DURING GRADING OPERATIONS.4. ALL EROSION CONTROL METHODS SHALL COMPLY WITH MPCA AND OTHER LOCAL REGULATIONS.5. IF EROSION AND SEDIMENT CONTROL MEASURES TAKEN ARE NOT ADEQUATE AND RESULT IN DOWNSTREAM SEDIMENTATION,CLEAN OUT DOWNSTREAM STORM SEWERS AND OTHER CONVEYANCE DEVICES AS NECESSARY, INCLUDING ASSOCIATEDRESTORATION.6. INLET PROTECTION DEVICE AT STORM SEWER INLETS. AT THE INLETS TO ALL STORM SEWER STRUCTURES, PROVIDE A PRODUCTFROM THE FOLLOWING LIST OF APPROVED PRODUCTS:a. ROAD DRAIN "TOP SLAB", MANUFACTURED BY WIMCOb. ROAD DRAIN "CURB & GUTTER", MANUFACTURED BY WIMCOc. INFRASAFE "SEDIMENT CONTROL BARRIER", MANUFACTURED BY ROYAL ENVIRONMENTAL SYSTEMS, INC.d. INFRASAFE "DEBRIS COLLECTION DEVICE", MANUFACTURED BY ROYAL ENVIRONMENTAL SYSTEMS, INC.e. INFRASAFE "CULVERT INLET PROTECTOR", MANUFACTURED BY ROYAL ENVIRONMENTAL SYSTEMS, INC.f. DANDY SACK, MANUFACTURED BY DANDY PRODUCTS, INC.g. DANDY CURB SACK, MANUFACTURED BY DANDY PRODUCTS, INC.h. OR APPROVED EQUAL.8. PRIOR TO CONSTRUCTION, DELINEATE TURF AND VEGETATED AREAS NOT TO BE DISTURBED WITH ORANGE SNOW FENCE. DONOT ALLOW CONSTRUCTION TRAFFIC, EQUIPMENT, OR MATERIALS TO UTILIZE, ACCESS, OR OTHERWISE ENTER THE DELINEATEDAREAS. MINIMIZE SOIL COMPACTION AND DISRUPTION OF TOPSOIL IN AREAS OUTSIDE THE CONSTRUCTION LIMITS TO COMPLYWITH THE MN CONSTRUCTION STORMWATER PERMIT.NOTESI hereby certify that this plan, specification, or report was prepared by me orunder my direct supervision and that I am a duly Licensed Professional Engineer underthe laws of the state of MinnesotaSigned:1C7002C700>>>>20 920.8920.8920.9921.0921.1921.2921.2921.1920.9921.0921.0920.9920.9921.6921.9922.0921.7921.9922.1922.1922.2922.3922.6922.4922.2922.1922.1922.0922.29 2 2 . 2922.3922.5922.1922.2922.0922.1922.1922.0922.1922.1922.1922.2922.2920.5920.4920.3920.6920.6920.9920.7921.2921.3921.2921.4921.2921.0921.3922.1922.09 2 2 . 0 9 2 2 . 0 9 2 1 . 9925.4925.3925.39 3 8 . 7 9 3 8 . 7 9 3 8 . 7920.9920.8920.4920.5921.0921.0921.2921.3921.0920.8921.2921.0921.2921.1921.1921.1921.1921.1921.0921.0921.0921.1921.2921.2921.3921.4921.4921.4921.6921.7921.8921.8921.6921.9921.8921.9921.9921.9921.9921.8921.7922.1922.1921.0921.1921.1921.0920.8920.8920.8920.7920.6920.5920.4920.7920.8921.0921.1921.0920.9921.2921.3921.6921.5921.5921.4921.4922.0922.0 922.5922.4922.3922.2922.2922.2922.49 2 2 . 4 922.2922.2921.89 2 1 . 8 921.9921.9919.9920.3920.5921.5921.7922.3921.9922.4922.3922.2922.3922.1922.4922.3921.7921.7921.8922.0922.1921.0921.2921.3921.0921.0921.3921.2920.9921.1921.0921.1921.1921.0921.1920.9921.0921.1920.9920.9921.2922.49 2 2 . 4922.4922.4925.4921.2922.1920.4920.5920.6921.4921.5921.99 2 2 . 4 922.2922.0922.2922.3922.4922.3920.5920.6921.1921.7921.4921.1921.2925.4925.4921.9921.7921.1920.7921.4920.8921.8921.0921.0921.2921.1920.9920.8920.7921.2921.3921.0921.1920.8920.7920.8921.2921.1921.4921.2921.1920.4920.5920.6 921.8921.7921.7921.6921.5921.4921.1921.1921.1921.1921.1921.1921.2921.2921.1921.0920.9920.8920.8920.8921.0921.0921.0921.0921.0921.0921.0921.0921.1920.9 921.0921.0921.1921.5921.7921.6921.6921.6921.5921.0921.1920.9921.0921.0920.9921.0921.1921.1921.1921.2922.3921.8921.9920.8CONCWALLB L E A C H E R SMETALSTEPSCONCOHEOHE8 F O O T C H A I N LI N K F E N C E 8 FOOT CHAINLINK FENCE CONCWALLC O N C R E T E C O N C R E T E BI T UM I N O U S CONCRETECONCRETECONCRETECONCRETECONCRETEB I T U M I N O U SRAMPTOP=INV=SAN921.1909.49219219229 2 1922 922922921921921TOP=INV=SMH921.4916.9SWTOP WATER=916.6SUMP=914.4TOP=INV=CB920.5917.5SINV=917.1WINV=917.0NETOP=INV=CB919.9916.7SW,NWTOP=INV=CB920.3917.1TOP=INV=SMH920.7916.8SE,SW,NEINV=916.7NW12 " R C P S T S 12" RCPST S1 2 " R C P S T S12" RCP ST S12" RCP ST SPROPERTY LINE1.423.983.36921.223.423.413.50920.66923.49922.85922.95921.59921.06922.79C O L ( T Y P ) C O L ( T Y P )UGC12" RCP ST SSAN SSAN S12" RCP ST S6 " S T S WWWW921.0920.9922.1SB 2SB 1SB 3>>>>>>>>>>>>> > >>>ACCESS TO STADIUMSNOWSTORAGE6246423712LHLHSS6246423712LHLHSS6246423712LHLHSSF.F.E. = 922.0 / ARCH. 100'-0"SD>>>>>>>>>>>>REPLACE DRAINTILEREMOVED DURINGDEMOLITIONDT INV = 920.306" DT21.622.022.022.022.022.021.520.821.492 1 921 922 21.621.121.321.621.221.121.121.221.121.5ME21.8ME21.020.820.721.221.221.421.521.020.820.720.921.221.121.220.10.5%1. 5 % 2 . 5%2.9%1.9% 2.2%6.7%2.1%1.6%3.0%21.521.421.921.922.020.921.021.421.521.8ME21.1ME20.0ME20.3ME20.421.122.0ME22.2ME22.1ME21.521.4ME21.621.521.721.421.320.792192121.792192120.8ME21.81.9%GRADE BREAK2.2%20.921.921.922.021.422.322.322.322.322.316C70015C70015C70022.521.422.09219 2 2 9221.4 % 1.2%20.9ME22.022.3C5.00CUP7/17/2023128538####RFEETSCALE0HORZ.1020SITE GRADING PLAN1. ALL CONSTRUCTION SHALL COMPLY WITH APPLICABLE STATE AND LOCAL ORDINANCES.2. THE CONTRACTOR WILL BE RESPONSIBLE FOR AND SHALL PAY FOR ALL CONSTRUCTION STAKING / LAYOUT.3. OBTAIN AND PAY FOR ALL RELATED CONSTRUCTION PERMITS, INCLUDING THE NPDES PERMIT FROM THE MPCA. SUBMIT ACOPY OF ALL PERMITS TO THE CITY.4. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL SIGNAGE (CONSTRUCTION ZONES) NECESSARY TOCONSTRUCT PROPOSED IMPROVEMENTS. ALL SIGNAGE LAYOUTS MUST BE DESIGNED BY THE CONTRACTOR AND APPROVED BYLOCAL AUTHORITIES.5. INSTALL CONTROL FENCING AND BARRICADING AS NECESSARY TO PROTECT THE PUBLIC.6. INSPECT SITE AND REVIEW SOIL BORINGS TO DETERMINE EXTENT OF WORK AND NATURE OF MATERIALS TO BE HANDLED.7. REFER TO SPECIFICATIONS FOR DEWATERING REQUIREMENTS.8. CHECK ALL PLAN AND DETAIL DIMENSIONS AND VERIFY SAME BEFORE FIELD LAYOUT.9. REFER TO ARCHITECTURAL PLANS FOR BUILDING AND STOOP DIMENSIONS AND LAYOUT..10. MAINTAIN ADJACENT PROPERTY AND PUBLIC STREETS CLEAN FROM CONSTRUCTION CAUSED DIRT AND DEBRIS ON A DAILYBASIS. PROTECT DRAINAGE SYSTEMS FROM SEDIMENTATION AS A RESULT OF CONSTRUCTION RELATED DIRT AND DEBRIS.11. MAINTAIN DUST CONTROL DURING GRADING OPERATIONS.12. ALL EROSION CONTROL METHODS SHALL COMPLY WITH MPCA AND LOCAL REGULATIONS.13. MINIMIZE DISTURBANCE TO SITE AND PROTECT EXISTING SITE FEATURES (INCLUDING TURF AND VEGETATION) WHICH ARE TOREMAIN.14. PROPOSED CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISH GRADE UNLESS OTHERWISE NOTED.15. PROPOSED ELEVATIONS SHOWN TYPICALLY AS 21.1 OR 21.0 SHALL BE UNDERSTOOD TO MEAN 921.1 OR 921.0.16. SPOT ELEVATIONS SHOWN IN PARKING LOTS, DRIVES AND ROADS INDICATE GUTTER GRADES, UNLESS NOTED OTHERWISE.SPOT ELEVATIONS WITH LABELS OUTSIDE THE BUILDING PERIMETER INDICATE PROPOSED GRADES OUTSIDE THE BUILDING.SPOT ELEVATIONS WITH LABELS INSIDE THE BUILDING PERIMETER INDICATE PROPOSED FINISH FLOOR ELEVATIONS.17. THE CONTRACTOR WILL BE SOLELY RESPONSIBLE FOR DETERMINING QUANTITIES OF CUT, FILL AND WASTE MATERIALS TO BEHANDLED, AND FOR AMOUNT OF GRADING TO BE DONE IN ORDER TO COMPLETELY PERFORM ALL WORK INDICATED ON THEDRAWINGS. IMPORT SUITABLE MATERIAL AND EXPORT UNSUITABLE / EXCESS / WASTE MATERIAL, AS REQUIRED, AT NOADDITIONAL COST TO THE OWNER.18. NO FINISHED SLOPES SHALL EXCEED 4' HORIZONTAL TO 1' VERTICAL (4:1), UNLESS OTHERWISE NOTED.19. ALL DISTURBED AREAS OUTSIDE THE BUILDING PAD, WHICH ARE NOT DESIGNATED TO BE PAVED , SHALL RECEIVE AT LEAST 6”OF TOPSOIL AND SHALL BE SODDED. REFER TO LANDSCAPING PLANS FOR SOD LOCATIONS. ALL AREAS NOT DESIGNATED FORSOD OR A SPECIFIC SEED MIX, WHICH ARE DISTURBED BY CONSTRUCTION, SHALL BE SEEDED WITH SEED MIX #1.20. WHERE NEW SOD MEETS EXISTING SOD, CUT A CLEAN, SHARP EDGE TO ALLOW FOR A CONSISTENT, UNIFORM, AND STRAIGHTJOINT BETWEEN NEW SOD AND EXISTING TURFGRASS. JAGGED OR UNEVEN JOINTS WILL NOT BE ACCEPTED. REMOVE TOPSOILAT THE JOINT BETWEEN NEW SOD AND EXISTING TURFGRASS, AS REQUIRED, TO ALLOW NEW SOD SURFACE TO BE FLUSH WITHEXISTING TURFGRASS SURFACE.21. FAILURE OF TURF DEVELOPMENT: IN THE EVENT THE CONTRACTOR FAILS TO PROVIDE AN ACCEPTABLE TURF, RE-SOD ALLAPPLICABLE AREAS, AT NO ADDITIONAL COST TO THE OWNER, TO THE SATISFACTION OF THE ENGINEER OR LANDSCAPEARCHITECT.22. LOCATE ALL EXISTING UTILITIES. VERIFY LOCATION, SIZE AND INVERT ELEVATION OF ALL EXISTING UTILITIES. BEFORE BEGINNINGCONSTRUCTION.23. PRIOR TO CONSTRUCTION OF PROPOSED BUILDING UTILITY SERVICES (STORM, SANITARY SEWER, WATERMAIN), VERIFY ALLPROPOSED BUILDING UTILITY SERVICE PIPE SIZES, LOCATIONS AND ELEVATIONS WITH MECHANICAL PLANS. COORDINATECONSTRUCTION AND CONNECTIONS WITH MECHANICAL CONTRACTOR.24. MAINTAIN DRAINAGE FROM EXISTING BUILDING AT ALL TIMES. PROVIDE TEMPORARY STORM SEWER, INCLUDING, BUT NOTLIMITED TO, CATCH BASINS, MANHOLES, PIPING, AND SIMILAR. DO NOT REMOVE EXISTING STORM SEWER UNTIL TEMPORARYOR PERMANENT STORM SEWER IS INSTALLED AND FUNCTIONAL. COORDINATE ALL REMOVALS WITH APPROPRIATE TRADES(SITE UTILITY CONTRACTOR, MECHANICAL CONTRACTOR, ETC.) AS REQUIRED.25. STAKE LIMITS OF WALKS AND CURBING PRIOR TO INSTALLATION OF GATE VALVES, CATCH BASINS, AND MANHOLES. ADJUSTGATE VALVE AND MANHOLE LOCATIONS TO AVOID PLACEMENT OF THESE STRUCTURES IN WALKS AND CURB AND GUTTER.STAKE CURB AND GUTTER ALIGNMENTS TO ALLOW CURB INLET TYPE CATCH BASINS TO PROPERLY ALIGN WITH CURB ANDGUTTER.NOTESXXSB-1TP X92221.1922922.1DLEGENDREFERENCE KEY TO SITE DETAILS DETAIL I.D. NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM)EXISTING CONTOUREXISTING SPOT ELEVATIONPROPOSED CONTOURPROPOSED SPOT ELEVATIONME = MATCH EXISTINGEOF = EMERGENCY OVERFLOWTC = TOP OF CURBPROPOSED GRADING LIMITSPROPOSED FOAM AT FROST FOOTED STOOPSAPPROXIMATE SOIL BORING / TEST PIT LOCATIONPROPOSED MANHOLE (MH)PROPOSED CATCH BASIN (CB)PROPOSED RISER INLET (RI)PROPOSED HYDRANT (HYD)PROPOSED GATE VALVE (GV)PROPOSED STOOP - REFER TO ARCHITECTURAL PLANSPROPERTY LINECUP APPLICATION SETNOT FOR CONSTRUCTION7/14/2023Sheet NumberSheet Title©Copyrightby Cuningham (All Rights Reserved)Current RevisionRevisionsProject InformationProject No.:PIC / AIC:Date:Phase:201 SE Main Street | Suite 325 | Minneapolis | MN 55414cuningham.com2023St. Louis Park Public Schools -Maintenance Building and DataCenterNo. DateDescription7575 GOLDEN VALLEY ROAD, SUITE 200 MINNEAPOLIS, MN, 55427I hereby certify that this plan, specification, or report was prepared by me orunder my direct supervision and that I am a duly Licensed Professional Engineer underthe laws of the state of MinnesotaSigned:15C70021 CONCWALLB L E A C H E R SMETALSTEPSCONCOHEOHE8 F O O T C H A I N LI N K F E N C E 8 FOOT CHAINLINK FENCE CONCWALLC O N C R E T E C O N C R E T E BI T UM I N O U S CONCRETECONCRETECONCRETECONCRETECONCRETECONCRETECONCRETECONCRETEB I T U M I N O U SRAMPTOP=INV=SAN921.1909.4921921922921 922 9 2 1922 92 2922921921921921TOP=INV=SMH921.4916.9SWTOP WATER=916.6SUMP=914.4TOP=INV=CB920.5917.5SINV=917.1WINV=917.0NETOP=INV=CB919.9916.7SW,NWTOP=INV=CB920.3917.1TOP=INV=SMH920.7916.8SE,SW,NEINV=916.7NW12 " R C P S T S 12" RCPST S1 2 " R C P S T S12" RCP ST S12" RCP ST SPROPERTY LINEPROPERTY LINEC O L ( T Y P ) C O L ( T Y P ) U G EUGC UGCUGC12" RCP ST SSAN SSAN S W 12" RCP ST S6 " S T S WWWWCONC R E T E CONCRETESB 2SB 1SB 3>>>>>>>>>>> > >>>> >>>>>> > >>>>>>>>>>ACCESS TO STADIUMSNOWSTORAGE26'-1 "45'-3"6246423712LHLHSS26'-1 "6246423712LHLHSS6246423712LHLHSSWETTAP EXISTING WATERMAINWITH 12"X6" TEE AND G.V.6" WATER SERVICECONNECT TO EX. SANINV:909.6016' 4" PVC SAN@2.08%10' 8" PVC STORM@2.0%S>>>>>>>>>>>>>>>>>I I I I I >>>>>>>>>>>>>>D>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>REPLACE DRAINTILEREMOVED DURINGDEMOLITIONDT INV = 920.306" DTSAN MHRIM=921.6INV(N):912.60INV(S):911.6060' 4" SCH. 40 PVC SAN@3.20%SAN SERVICEINV:913.0CB-2RIM=920.20INV:917.2048" DIA, R-2501CB-3RIM=920.90INV(N/S):917.40INV(E):917.8048" DIA. R-250140' 15" PVC@0.5%6" COMBINED DOMESTICAND FIRE SERVICEROOF DRAININV:918.0CONTECH JELLYFISH STRUCTURE5'4" SUMP, 40" CARTRIDGESINLET:916.60OUTLET:916.50CONNECT INTO EXISTING CBINV:916.10PROVIDE FLEXIBLE JOINTS AT CONNECTIONCB-4RIM=920.80INV:918.0NYLOPLASTCONNECT INTO UNDG.INV:917.0UNDG. DETENTION, ADS SC-310 CHAMBERSBOTTOM STONE:916.20BOTTOM CHAMBER:916.70TOP STONE:918.53EG:±922.07.674.6 CB-5RIM=920.90INV:918.10NYLOPLASTCB-6RIM=920.7INV:918.50NYLOPLAST74' 12" SCH. 40 PVC@0.5%15' 12" SCH. 40 PVC@0.5%30' 12" PVC@2.0%20' 15" PVC1.0%40' 12" RCP@0.4%6' 12" PVC@0.4%REROUTE EXISTINGFIELD DRAINTILE6' 10" PVC@0.8%INV:916.70STMH1RIM=921.90INV(E/S)12":916.40INV(N) 6":918.048" DIA. R-1642EXISTING FIELDDRAINTILEWETTAP EXISTING WATERMAINWITH 12"X6" TEEHYDRANTCB-3RIM=921.10INV:917.402'X3' BOX, R-3067-V35' 12" PVC@0.5%FIRE DEPARTMENT CONNECTION(REFER TO MEP PLANS)INSPECTION RISER1C7031C702C6.00CUP7/17/2023128538####RFEETSCALE0HORZ.1020SITE UTILITY PLANNOTES1. REFER TO SHEET C500, GRADING PLAN, FOR GENERAL NOTES.2. ALL WATERMAIN PIPE SHALL BE DIP, CLASS 52. ALL WATERMAIN SHALL HAVE MINIMUM 8'-0" BURY (TOP OF PIPE TO FINISHGRADE). DIP SHALL BE ENCASED WITH POLYETHYLENE FILM CONFORMING TO ASTM D 1248-889.3. ALL WATERMAIN SHALL BE AWWA C900, CAST IRON OD, DR 18, PVC PIPE INSTALLED IN ACCORDANCE WITH ASTM D2321. ALLWATERMAIN SHALL HAVE MINIMUM 8'-0" BURY (TOP OF PIPE TO FINISH GRADE).4. ALL SANITARY SEWER PIPE SHALL BE PVC PIPE (ASTM D 3034, SDR 26), UNLESS OTHERWISE NOTED. SANITARY SEWERINSTALLATION SHALL BE IN ACCORDANCE WITH ASTM D2321.5. ALL SANITARY SEWER PIPE CROSSING WATERMAIN, OUTSIDE OF THE PUBLIC RIGHT-OF-WAY, SHALL BE ASTM D2665, SCHEDULE40 PVC WITH SOLVENT WELD JOINTS.6. ALL STORM SEWER PIPE SHALL BE RCP, CLASS III (MIN.), WITH FLEXIBLE WATERTIGHT JOINTS IN ACCORDANCE WITH ASTM C-361OR PVC PIPE (ASTM D3034, SDR 35) INSTALLED IN ACCORDANCE WITH ASTM D2321, UNLESS OTHERWISE NOTED.7. ALL STORM SEWER PIPE CROSSING WATERMAIN, OUTSIDE OF THE PUBLIC RIGHT-OF-WAY, SHALL BE ASTM D2665, SCHEDULE 40PVC WITH SOLVENT WELD JOINTS.8. FLEXIBLE JOINTS AT STORM SEWER PIPE CONNECTIONS TO STRUCTURES:a. IN ACCORDANCE WITH MINNESOTA PLUMBING CODE, PROVIDE FLEXIBLE JOINTS AT ALL PIPE CONNECTIONS TO ALL STORMSEWER STRUCTURES.b. ACCEPTABLE MANUFACTURERS / PRODUCTS:i. FERNCO, “CONCRETE MANHOLE ADAPTORS” OR “LARGE-DIAMETER WATERSTOPS”ii. PRESS-SEAL, WATERSTOP GROUTING RINGS”iii. OR APPROVED EQUAL.9. INSTALL WATERMAIN AT LEAST 10 FEET HORIZONTALLY FROM ANY MANHOLE, CATCH BASIN, STORM SEWER, SANITARY SEWER,DRAINTILE, OR OTHER POTENTIAL SOURCE FOR CONTAMINATION PER MN PLUMBING CODE. THIS ISOLATION DISTANCE ISMEASURED FROM THE OUTER EDGE OF THE PIPE TO THE OUTER EDGE OF THE CONTAMINATION SOURCE (OUTER EDGE OFSTRUCTURES OR SIMILAR).10. INSTALL MANOLES, CATCH BASINS, STORM SEWER, SANITARY SEWER, DRAINTILE, AND OTHER POTENTIAL SOURCES OFCONTAMINATION AT LEAST 10 FEET HORIZONTALLY FROM ANY WATERMAIN PER MN PLUMBING CODE. THIS ISOLATIONDISTANCE IS MEASURED FROM THE OUTER EDGE OF THE PIPE TO THE OUTER EDGE OF THE CONTAMINATION SOURCE (OUTEREDGE OF STRUCTURES OR SIMILAR).11. LOCATE ALL EXISTING UTILITIES. VERIFY LOCATION, SIZE AND INVERT ELEVATION OF ALL EXISTING UTILITIES BEFORE BEGINNINGCONSTRUCTION.12. PRIOR TO CONSTRUCTION OF PROPOSED BUILDING UTILITY SERVICES (STORM, SANITARY SEWER, WATERMAIN), VERIFY ALLPROPOSED BUILDING UTILITY SERVICE PIPE SIZES, LOCATIONS AND ELEVATIONS WITH MECHANICAL PLANS. COORDINATECONSTRUCTION AND CONNECTIONS WITH MECHANICAL CONTRACTOR.13. MAINTAIN DRAINAGE FROM EXISTING BUILDING AT ALL TIMES. PROVIDE TEMPORARY STORM SEWER, INCLUDING, BUT NOTLIMITED TO, CATCH BASINS, MANHOLES, PIPING, AND SIMILAR. DO NOT REMOVE EXISTING STORM SEWER UNTIL TEMPORARYOR PERMANENT STORM SEWER IS INSTALLED AND FUNCTIONAL. COORDINATE ALL REMOVALS WITH APPROPRIATE TRADES(SITE UTILITY CONTRACTOR, MECHANICAL CONTRACTOR, ETC.) AS REQUIRED.14. STAKE LIMITS OF WALKS AND CURBING PRIOR TO INSTALLATION OF GATE VALVES, CATCH BASINS, AND MANHOLES. ADJUSTGATE VALVE AND MANHOLE LOCATIONS TO AVOID PLACEMENT OF THESE STRUCTURES IN WALKS AND CURB AND GUTTER.STAKE CURB AND GUTTER ALIGNMENTS TO ALLOW CURB INLET TYPE CATCH BASINS TO PROPERLY ALIGN WITH CURB ANDGUTTER.XX1DI>>>>>>>>>>>>LEGENDREFERENCE KEY TO SITE DETAILS DETAIL I.D. NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM)EXISTING CONTOUREXISTING SPOT ELEVATIONPROPOSED CONTOURPROPOSED SPOT ELEVATIONME = MATCH EXISTINGEOF = EMERGENCY OVERFLOWTC = TOP OF CURBPROPOSED SANITARY SEWERPROPOSED STORM SEWERPROPOSED WATERMAINPROPOSED DRAINTILE / FINGER DRAINPROPOSED MANHOLE (MH)PROPOSED CATCH BASIN (CB)PROPOSED INSPECTION RISERPROPOSED HYDRANT (HYD)PROPOSED GATE VALVE (GV)PROVIDE MINIMUM 18" VERTICAL SEPARATION AT CROSSING - PROVIDE VERTICALBENDS IN WATERMAIN AS REQUIRED TO ACCOMPLISH.CENTER ONE LENGTH WATERMAIN PIPE ON CROSSING.PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANSPROPERTY LINECUP APPLICATION SETNOT FOR CONSTRUCTION7/14/2023Sheet NumberSheet Title©Copyrightby Cuningham (All Rights Reserved)Current RevisionRevisionsProject InformationProject No.:PIC / AIC:Date:Phase:201 SE Main Street | Suite 325 | Minneapolis | MN 55414cuningham.com2023St. Louis Park Public Schools -Maintenance Building and DataCenterNo. DateDescription7575 GOLDEN VALLEY ROAD, SUITE 200 MINNEAPOLIS, MN, 55427I hereby certify that this plan, specification, or report was prepared by me orunder my direct supervision and that I am a duly Licensed Professional Engineer underthe laws of the state of MinnesotaSigned:11>>>>3C7006C70018C3005C7005C7005C70019C3004C7004C70392221.1922922.122 Sheet Number Sheet Title ©Copyright by Cuningham (All Rights Reserved) Current Revision Revisions Project Information Project No.:PIC / AIC: Date:Phase: 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 Professional Engineer under the laws of the State of Minnesota. Signed: Name: License No.: Registration 201 SE Main Street | Suite 325 | Minneapolis | MN 55414 cuningham.com Consultant ELECTRICAL PHOTOMETRIC PLAN E1.11 2022 St. Louis Park Public Schools - Maintenance Building and Data Center CMTA#2023011 06/16/23CD PL No. Date Description 23 CONCWALLB L E A C H E R SMETALSTEPSCONCOHEOHEOHE8 F O O T C H A I N LI N K F E N C E 8 FOOT CH A I N LINK FE N C E CONCWALLC O N C R E T E C O N C R E T E BI T UM I N O U S CONCRETECONCRETECONCRETECONCRETECONCRETECONCRETECONCRETECONCRETEB I T U M I N O U SB I T U M I N O U SRAMPC O L ( T Y P ) C O L ( T Y P ) W 6 " S T S WWWWCONC R E T E CONCRETE45'-3"6246423712LHLHSS6246423712LHLHSS6246423712LHLHSS® EDGEREDGERL1.00CUP7/17/2023128538####RFEETSCALE0HORZ.1020SITE LANDSCAPE PLANLEGENDPROPOSED DECIDUOUS TREEPROPOSED CONIFEROUS TREEPROPOSED SHRUBSPROPOSED PERENNIALSPROPOSED SOD LIMITS1. REFER TO SHEET C400, GRADING PLAN, FOR GENERAL NOTES.2. LANDSCAPE ARCHITECT MUST INSPECT AND APPROVE FINE GRADING BEFORE CONTRACTOR PROCEEDS WITH SODDING ORSEEDING.3. ALL DISTURBED AREAS OUTSIDE THE BUILDING PAD, INCLUDING STREET RIGHT-OF-WAY, WHICH ARE NOT DESIGNATED TO BEPAVED, SHALL RECEIVE AT LEAST 6” OF TOPSOIL AND SHALL BE SODDED.4. WHERE NEW SOD MEETS EXISTING SOD, CUT A CLEAN, SHARP EDGE TO ALLOW FOR A CONSISTENT, UNIFORM, AND STRAIGHTJOINT BETWEEN NEW SOD AND EXISTING TURFGRASS. JAGGED OR UNEVEN JOINTS WILL NOT BE ACCEPTED. REMOVE TOPSOIL ATTHE JOINT BETWEEN NEW SOD AND EXISTING TURFGRASS, AS REQUIRED, TO ALLOW NEW SOD SURFACE TO BE FLUSH WITHEXISTING TURFGRASS SURFACE.5. FAILURE OF TURF DEVELOPMENT: IN THE EVENT THE CONTRACTOR FAILS TO PROVIDE AN ACCEPTABLE TURF, RE-SOD ALLAPPLICABLE AREAS, AT NO ADDITIONAL COST TO THE OWNER, TO THE SATISFACTION OF THE ENGINEER OR LANDSCAPEARCHITECT.6. BEGIN TURF ESTABLISHMENT IMMEDIATELY AFTER SODDING OR SEEDING. REFER TO SPECIFICATION FOR PROCEDURE.7. ALL TREES SHALL BE BALLED AND BURLAPPED.8. ALL TREES AND SHRUBS SHALL RECEIVE 4" DEPTH OF CLEAN SHREDDED HARDWOOD MULCH, UNLESS OTHERWISE SPECIFIED.9. ALL PLANT MATERIALS SHALL BE NO. 1 QUALITY, NURSERY GROWN AND SPECIMENS MUST BE MATCHED.10. ALL OVERSTORY TREES ALONG DRIVES OR WITHIN PARKING LOTS SHALL BEGIN BRANCHING NO LOWER THAN 6'.11. ALL LANDSCAPING MUST BE IRRIGATED.NOTESTREES AND SHRUBS REQUIREDNON-RESIDENTIAL USES SHALL REQUIRE AT A MINIMUM THE GREATER OF:ONE (1) CANOPY OR EVERGREEN TREE PER 1,000 SQUARE FEET OF GROSS BUILDING FLOOR AREA, ORONE (1) CANOPY OR EVERGREEN TREE PER 50 LINEAR FEET OF SITE PERIMETERSHRUBS SHALL BE REQUIRED AT A MINIMUM OF THE GRE3ATER OF THE FOLLOWING:SIX (6) SHRUBS PER 1,000 SQUARE FEET OF GROSS BUILDING SQUARE FLOOR AREA, ORSIX (6) SHRUBS PER 50 LINEAR FEET OF SITE PERIMETER.SCREENINGOFF STREET PARKING AREAS LOCATED WITHIN 30 FEET OF A PUBLIC RIGHT OF WAY SHALL PROVIDESCREENING BETWEEN THE PARKING LOT AND RIGHT OF WAY, EXCEPT AT ACCESS POINTS.PLANT MATERIAL STANDARDSTHE COMPLEMENT OF TREES REQUIRED SHALL BE AT LEAST 25 PERCENT DECIDUOUS AND AT LEAST25 PERCENT CONIFEROUS. NOT MORE THAN 30% OF THE REQUIRED NUMBER OF TREES SHALL BECOMPOSED OF ONE SPECIES.DECIDUOUS TREE - MINIMUM 2.5" CALIPERORNAMENTAL TREE - MINIMUM 1.5" CALIPERCONIFEROUS TREE - MINIMUM 3" CALIPERDECIDUOUS SHRUB - 5 GALLON POTEVERGREEN SHRUB - 5 GALLON POTTREE REMOVALREPLACEMENT OF ANY LIVE TREE WHICH IS REMOVED FROM ANY PUBLIC LAND SHALL BEREQUIRED ON A CALIPER INCH FOR CALIPER INCH BASIS.2 - 3" PRINCETON ELM REMOVED = 2 - 3" PRINCETON ELM REPLACEDMAINTENANCEAN UNDERGROUND SPRINKLER SYSTEM SHALL BE INSTALLED IN ALLLANDSCAPED AREAS EXCEPT AREAS TO BE PRESERVED IN A NATURALSTATE OR WHERE ALL PROPOSED PLANT MATERIALS ARE DROUGHTTOLERANT.ST. LOUIS PARK LANDSCAPE REQUIREMENTS11,386 SF / 1000 x 1 =536 LF / 50 x 1 =11,386 SF / 1000 x 6 =536 LF / 50 x 6 =12 TREES11 TREES68 SHRUBS65 SHRUBSCUP APPLICATION SETNOT FOR CONSTRUCTION7/14/2023Sheet NumberSheet Title©Copyrightby Cuningham (All Rights Reserved)Current RevisionRevisionsProject InformationProject No.:PIC / AIC:Date:Phase:201 SE Main Street | Suite 325 | Minneapolis | MN 55414cuningham.com2023St. Louis Park Public Schools -Maintenance Building and DataCenterNo. DateDescription7575 GOLDEN VALLEY ROAD, SUITE 200 MINNEAPOLIS, MN, 55427I hereby certify that this plan, specification, or report was prepared by me orunder my direct supervision and that I am a duly Licensed Landscape Architect underthe laws of the state of MinnesotaSigned:2 X BALL DIA. MIN.9"(MIN.)9"(MIN.)4" SHREDDED HARDWOOD MULCHEDGING (5 STAKES PER 20'LENGTH MINIMUM) ANDWEED BARRIERROOT BALL OR POTPLANTING SOIL (MIN.DIMENSION SHOWN)UNDISTURBED SOIL ORCOMPACTED SUBGRADESHRUB3L1.00NOT TO SCALE6"1'-0"MIN1'-0"MIN2.5 X BALL DIA. MIN.SET TREE AT FINISH GRADESHREDDED HARDWOOD MULCH(4" MIN. DEPTH)PLANTING SOIL (MIN. DIMENSIONSHOWN)SOIL SAUCER: USED PREPAREDSOIL (4" MIN.)ROPES AT TOP OF BALL SHALL BECUT. REMOVE TOP 1/3 OF BURLAP.NON-BIODEGRADABLE MATERIALSHALL BE TOTALLY REMOVED.PREPARED SUBSOIL TO FORMPEDESTAL TO PREVENT SETTLING.CONIFEROUS TREE2L1.00NOT TO SCALE1'-0"MIN1'-0"MIN2.5 X BALL DIA. MIN.SET TREE WITH ROOT COLLAR ATFINISH GRADE - ADJUST TREE ASREQUIRED SO THAT ROOT COLLARSTANDS LEVEL TO OR SLIGHTLYABOVE FINISHED GRADESHREDDED HARDWOOD MULCH(4" MIN DEPTH)PLANTING SOIL (MIN. DIMENSIONSHOWN)SOIL SAUCER: USED PREPAREDSOIL (4" MIN.)ROPES AT TOP OF BALL SHALL BECUT. REMOVE TOP 1/3 OF BURLAP.NON-BIODEGRADABLE MATERIALSHALL BE TOTALLY REMOVED.PREPARED SUBSOIL TO FORMPEDESTAL TO PREVENT SETTLING.DECIDUOUS TREE1L1.00NOT TO SCALE® NOTES:1. ALL TREE PROTECTION FENCING AND EROSION CONTROL FENCING SHALL BE INSTALLEDACCORDING TO THE PLANS PRIOR TO ANY DEMOLITION. AFTER DEMOLITION OR ASNECESSARY, TREE PROTECTION FENCING MAY BE RELOCATED WITH APPROVAL FROM THELANDSCAPE ARCHITECT. ALL TREE PROTECTION FENCING AND EROSION CONTROL DEVICESSHALL BE MAINTAINED FOR THE DURATION OF THE CONSTRUCTION PERIOD.2. CONTRACTOR SHALL NOT STORE ANY MATERIALS OR PARK ANY VEHICLES IN TREE PROTECTIONZONES. THE FENCE SHALL PREVENT TRAFFIC MOVEMENT AND THE PLACEMENT OFTEMPORARY FACILITIES, EQUIPMENT, STOCKPILES AND SUPPLIES FROM HARMING VEGETATIONWITHIN THE LIMITS OF PROTECTION.3. THE CONTRACTOR SHALL CLEANLY CUT ALL ROOTS EXPOSED BY GRADING AS DIRECTED BY THELANDSCAPE ARCHITECT.4. THE CONTRACTOR SHALL USE DESIGNATED CONSTRUCTION ENTRANCES AND STAGING AREAS.4L1.00TREE PROTECTIONNOT TO SCALE24 CONCWALLOHEOHEOHE8 FOOT CHAINLINK FENCE8 FOOT CHAINLINK FENCE CONCWALLCONCRETE BI T UM I N O U S CONCRETECONCRETECONCRETECONCRETECONCRETECONCRETECONCRETECONCRETEB I T U M I N O U SB I T U M I N O U SB I T U M I N O U SRAMPC O L ( T Y P ) W 6 " S T S WWWWCONCRETECONC R E T E CONCRETE>>>>>>>>>>>>ACCESS TO STADIUMSNOWSTORAGE26'-1 " 26'-9 " 27777 8 WE-GO - S WI N G W/1 ACCE S SI B L E BAY D B O N L Y 10 45'-3"6246423712LHLHSS26'-1 " 26'-9 " 27777 8 WE-GO - S WI N G W/1 ACCE S SI B L E BAY D B O N L Y 10 6246423712LHLHSS6246423712LHLHSSEDGEREDGERM1"1"2"1343"2"2OAF5L2.00CUP7/17/2023128538####RFEETSCALE0HORZ.1020SITE IRRIGATION PLANCUP APPLICATION SETNOT FOR CONSTRUCTION7/14/2023Sheet NumberSheet Title©Copyrightby Cuningham (All Rights Reserved)Current RevisionRevisionsProject InformationProject No.:PIC / AIC:Date:Phase:201 SE Main Street | Suite 325 | Minneapolis | MN 55414cuningham.com2023St. Louis Park Public Schools -Maintenance Building and DataCenterNo. DateDescription7575 GOLDEN VALLEY ROAD, SUITE 200 MINNEAPOLIS, MN, 554271. REFER TO SHEET C4.00, GRADING AND DRAINAGE PLAN, FOR GENERAL NOTES.2. IRRIGATION SYSTEM IS DESIGNED FOR 60(+/-) AT THE COPPER STUB. NOTIFY ENGINEER/LANDSCAPEARCHITECT IF EXISTING PRESSURE DIFFERS.3.WATER SOURCE: WATER WILL BE AVAILABLE FROM PROPOSED 1 1/2" COPPER PIPE STUBBED 5'OUTSIDE BUILDING. SEE PLAN FOR LOCATION.4. 1 1/2" WATER METER IS PROVIDED BY MECHANICAL CONTRACTOR.5. 1 1/2" BACKFLOW PREVENTION DEVICE IS PROVIDED BY MECHANICAL CONTRACTOR.6. LAYOUT WORK AS ACCURATELY AS POSSIBLE. THE CONTRACTOR MAY MAKE MINOR ADJUSTMENTS TOTHE LOCATION AND SPACING AS NECESSARY TO ACCOMMODATE ACTUAL FIELD CONDITIONS. HEADLOCATIONS SHALL BE FLAGGED AND REVIEWED BY THE ENGINEER PRIOR TO INSTALLATION.7. COORDINATE INSTALLATION WITH THE WORK OF OTHERS.8. ALL MATERIALS SHALL BE INSTALLED AS DETAILED ON DRAWINGS, HOWEVER, IF THE CONTRACTDRAWINGS AND/OR SPECIFICATIONS DO NOT THOROUGHLY DESCRIBE THE METHOD OR TECHNIQUESTO BE USED, THE CONTRACTOR SHALL FOLLOW THE INSTALLATION METHODS ISSUED BY THEMANUFACTURER . ALL SUCH LITERATURE MUST BE SUBMITTED 48 HOURS PRIOR TO INSTALLATIONFOR REVIEW AND APPROVAL BY THE ENGINEER.9. CHECK AND VERIFY ALL EXISTING AND PROPOSED SITE CONDITIONS, UTILITIES AND SERVICES PRIOR TOTRENCHING.10. LATERAL PIPING SHALL BE A MINIMUM OF 12 INCHES DEEP AND MAINLINE PIPING A MINIMUM OF 18INCHES DEEP. ENGINEER SHALL BE NOTIFIED TO VERIFY TRENCH DEPTHS BEFORE BACKFILLING.11. ALL MAIN LINE PIPING AND LATERAL PIPE of 1-1/2" AND LARGER SHALL BE PVC (SDR 21 / CLASS 200).12. ALL MAIN LINE PIPING AND LATERAL PIPE OF 1" TO 1 1/4" SHALL BE POLYETHYLENE.13. MINIMUM PIPE SIZE FOR ALL MAIN LINE AND LATERAL PIPING SHALL BE 1".14. ALL SPRINKLERS SHALL BE AS NOTED ON LEGEND.15. ADJUST HEADS FOR GRADE, AS NECESSARY, AFTER GRASS HAS BEEN ESTABLISHED AND ALLSETTLEMENT AT HEADS HAS OCCURRED.16. ALL RISERS, BACKFLOW PREVENTORS AND HOSE BIBBS SHALL BE SET PLUMB. SPRINKLER HEAD RISERS,QUICK COUPLER VALVES AND ALL VALVES WITH STEMS SHALL BE SET PERPENDICULAR TO FINISHEDGRADE.17. CONTROL VALVE WIRES SHALL BE #14 GAUGE U.F.U.L. JACKETED DECODER CABLE APPROVED DIRECTBURIAL. UNDERGROUND CONNECTIONS SHALL BE MADE WITH 3-M WIRE CONNECTORS (DBY), ORAPPROVED EQUAL.18. PLACE ALL VALVES IN APPROVED VALVE BOXES.19. USE TEFLON TAPE ON ALL THREADED JOINTS.20. CONDUCT PERFORMANCE TEST IN THE PRESENCE OF OWNER AND LANDSCAPE ARCHITECT FOLLOWINGCOMPLETION OF SYSTEM INSTALLATION.21. CONDUCT AND DEMONSTRATE TO OWNER THE WINTERIZATION AND SPRING START-UP PROCESS INTHE FALL OF COMPLETION.22. ZONES PROVIDING OVER 50 GPM SHALL BE 2" PLASTIC GLOBE VALVES. ZONES PROVIDING OVER 20SHALL BE 1-1/2" PLASTIC GLOBE VALVES. ZONES PROVIDING LESS THAN 20 GPM SHALL BE 1" PLASTICGLOBE VALVES.23. IRRIGATION CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL EQUIPMENT NECESSARY TO MAKE THESYSTEM FULLY FUNCTIONAL.24. IRRIGATION CONTRACTOR TO COORDINATE WITH THE UTILITY CONTRACTOR TO PROTECT EXISTINGUTILITIES.25. CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE EXACT LOCATION AND DEPTH OF ALL UTILITIESPRIOR TO INSTALLATION OF IRRIGATION.NOTESI hereby certify that this plan, specification, or report was prepared by me orunder my direct supervision and that I am a duly Licensed Landscape Architect underthe laws of the state of MinnesotaSigned:RSFAOM25 DN DN 107 REPAIR 105 STORAGE AND STAGING 112 WOMEN 111 MEN 108 MECH/ELEC 110 STORAGE 104 BREAK ROOM 103 OFFICE 115 OFFICE 102 OFFICE 116 STAIR A 101 RECEIVING 117 SECURED LOBBY 114 HALL 125 GARAGE 126 GARAGE 131 WORK SHOP 130 ROOM 127 STORAGE 128 STORAGE 129 CHEMICAL STORAGE 137 OFFICE 138 STORAGE 136 STORAGE 135 BREAK ROOM 132 CORRIDOR 134 TOILET 133 TOILET 106 STAIR B 9' - 3 7/8"67' - 4"3' - 4"PIT WITH SCISSOR LIFT FLUSH WITH FLOOR 113 JAN 80' - 8"72' - 8" 120 PIPE RISER ROOM FF 15'-8"5' - 10 1/2"CL CL 20' - 7 1/2"42' - 0"10' - 0"10' - 0"62' - 8"3A0.051 A0.05 2 A0.05 5A0.054A0.051A0.042 A0.04 1 A0.032A0.03110' - 5"103' - 6"140' - 2"76' - 4"3 9' - 9 3 /4 " TRANSFORMER GENERATOR DUMPSTER CEDAR WOOD PLANK ON PAINTED STEEL FRAME SCREEN WALL ENCLOSURE SEE SECTION/ ELEVATIONS ON THIS SHEET FOR DETALING. CEDAR WOOD PLANK ON PAINTED STEEL FRAME SCREEN WALL ENCLOSURE THIS HAS THE SAME DETAILING AS THE ELEVATIONS BELOW FOR THE TRASH ENCLOSURE. Construction Staging Information: Anticipated Start Date:Anticipated work on site start date is September 19, 2023 Duration of Project:16 months Haul Route:Site access will be from Library Lane and the most likely route would be Hwy 7 to Wooddale Ave to Walker St to Library Lane Anticipated Number of Trucks for Excavation:Estimated on the high end 100 truckloads and this assumes most of the excavation for the foundation is hauled off site and import soils hauled back in. Level 1 0" 4 A101 4"4" 4' - 4" 4" 4' - 8"13' - 9" 1"1"1"6' - 7"6' - 7" CONCRETE PAD SEE CIVIL SONO TUBE FOOTING COMPACTED GRAVEL BASE HEAVY DUTY CASTERS HEAVY DUTY DUMPSTER GATE LATCH 1"X6" NOM. VERTICAL RED CEDAR PLANK BOARDS W/ 1/4" GAP. TYP. POSTS 4" SQUARE STEEL TUBES GALVANIZED PAINTED BLACK 2"X2" STEEL TUBE FRAME WITH 2"X2" STEEL CROSS SUPPORTS, GALV. TYP. PAINTED BLACK 4"4"2' - 8"2' - 8"4"2"6' - 6"6' - 0"3' - 10"3' - 6"8' - 0"3 HEAVY DUTY HINGES 3 A0.01 Level 1 0" 3 A101 2 A0.01 4"6' - 9"4"4' - 4"4"6' - 9"4" 7' - 1"4' - 8"7' - 1" GATE 2"X2" STEEL TUBE FRAME WITH 2"X2" STEEL TUBE CROSS SUPPORTS, GALV. TYP. CONCRETE PAD SEE CIVIL SONO TUBE FOOTING COMPACTED GRAVEL BASE 1"X6" NOM. VERTICAL RED CEDAR PLANK BOARDS W/ 1/4" GAP. TYP. POSTS 4" SQUARE STEEL TUBES GALVANIZED PAINTED BLACK 4"4" 2' - 8"2' - 8" 4" 2"3' - 6"8' - 0"6' - 6"6' - 0"Sheet Number Sheet Title ©Copyright by Cuningham (All Rights Reserved) Current Revision Revisions Project Information Project No.:PIC / AIC: Date:Phase: 201 SE Main Street | Suite 325 | Minneapolis | MN 55414 cuningham.com Consultant Floor Plan Level 1 A0.01 2023 St. Louis Park Public Schools - Maintenance Building and Data Center 21-0419 6/16/23CD PL CUP APPLICATION SET NOT FOR CONSTRUCTION 7/14/2023 A0.01 1/8" = 1'-0" 1 CUP Floor Plan -Level 1 No. Date Description A0.01 3/8" = 1'-0" 2 CUP Section Elevation at Trash Gate A0.01 3/8" = 1'-0" 3 CUP Section Elevation at Trash Enclosure Wall 26 200 MECH 201 ELEV 204 HALL 230 STAIR A 203 STAIR B 205 COLLABORATION 207 CONFERENCE ROOM 210 SERVER ROOM / DATA 211 MEN 212 WOMEN 214 DOUBLE OFFICE 215 TOM MARBLE OFFICE 217 IS OPEN OFFICE 216 IS OFFICE WORK SPACE WORK SPACE 27' - 4"16' - 0" 13' - 4"16' - 0" 209 JAN 72' - 8" 206 OPEN OFFICE 202 OPEN OFFICE76' - 0 1/4"81' - 11 3/4"PREFABRICATED ALUMINUM SUNSHADE (TYP.)1A0.042 A0.04 1 A0.032A0.03Sheet Number Sheet Title ©Copyright by Cuningham (All Rights Reserved) Current Revision Revisions Project Information Project No.:PIC / AIC: Date:Phase: 201 SE Main Street | Suite 325 | Minneapolis | MN 55414 cuningham.com Consultant Floor Plan Level 2 A0.02 2023 St. Louis Park Public Schools - Maintenance Building and Data Center 21-0419 6/16/23CD PL CUP APPLICATION SET NOT FOR CONSTRUCTION 7/14/2023 A0.02 1/8" = 1'-0" 1 CUP LEVEL 2 -DATA CENTER No. Date Description 27 Level 1 0" Level 2 -Data Center 14' -0" T.O. Deck -Data Center 26' -0" SLP LOGO SIGN BY OWNER A B A B C C A A B A B C C A B NOTE: BACK SIDE OF PARAPET METAL PANEL TO BE A MIRROR OF FRONT SIDE. MJMJ PREFINISHED METAL MECHANICAL SCREEN 5' - 6 1/2"23' - 4"1' - 4"4' - 0"4' - 8"3' - 4"3' - 10"6' - 8"6' - 8"4' - 8"6' - 0"27' - 10"28' - 10 1/2"1' - 4"T.O. WALL11' - 4"30' - 2 1/2"2' - 5 1/4"PREFINISHED METAL WALL PANELS PREFINISHED METAL CAP GLASS BRICK PREFINISHED METAL WALL PANELS PREFINISHED METAL CAP GLASSBRICK PAINTED METAL DOOR AND FRAME PRECAST CONCETE BRICK GLASS PREFINISHED METAL DOOR AND FRAME PREFINISHED METAL DOOR AND FRAME PREFINISHED METAL SUN SHADE PAINTED METAL BOLLARDS 6' - 0"6' - 0"Level 1 0" Level 2 -Data Center 14' -0" T.O. Deck -Data Center 26' -0" ABABCCABABB ABABCCAABCCAB ABA A MJ MJ MJ NOTE: BACK SIDE OF PARAPET METAL PANEL TO BE A MIRROR OF FRONT SIDE. MJ MJ 18' - 8"4' - 8"1' - 4"27' - 10"5' - 10"4' - 8"6' - 8"4' - 8"6' - 0"3' - 10"6' - 8"16' - 0"1' - 4"10' - 0"30' - 2 1/2"2' - 5 1/4"32' - 7 3/4"PREFINISHED METAL MECHANICAL SCREEN PREFINISHED METAL WALL PANELS PREFINISHED METAL CAP GLASS BRICK PREFINISHED METAL WALL PANELS GLASSGLASSPRECAST CONCRETE PREFINISHED METAL WALL PANELS PREFINISHED METAL CAP GLASS GLASS PRECAST CONCRETE BRICK PREFINISHED METAL SUN SHADE 9 A440 NORTH (SF) FACADE SOUTH (SF) EAST (SF) WEST (SF) OVERALL SQUARE FEET 2,132 BRICK SF (% OF FACADE) DATA CENTER BUILDING FACADE MATERIALS GLASS SF (% OF FACADE) PREFINISHED METAL SF (% OF FACADE) PRECAST CONCRETE SF (% OF FACADE) PAINTED METAL, PAINTED CONCRETE SF (% OF FACADE) PERCENTAGE OF CLASS 1 MATERIALS 2,017 2,556 2,557 CLASS 1 MATERIALS CLASS 3 MATERIALS CLASS 2 MATERIALS 1,221 (57%) 180 (9%) 638 (30%) 93 (4%) 0 (0%) 66% 900 (45%) 312 (15%) 722 (36%) 24 (1%) 60% 1,601 (63%) 187 (7%) 0 (0%) 70% 1,158 (46%) 616 (24%) 674 (26%) 109 (4%) 0 (0%) 70% 648 (25%) 59 (3%)120 (5%) Sheet Number Sheet Title ©Copyright by Cuningham (All Rights Reserved) Current Revision Revisions Project Information Project No.:PIC / AIC: Date:Phase: 201 SE Main Street | Suite 325 | Minneapolis | MN 55414 cuningham.com Consultant Exterior Elevations Data Center A0.03 2023 St. Louis Park Public Schools - Maintenance Building and Data Center 21-0419 6/16/23CD PL CUP APPLICATION SET NOT FOR CONSTRUCTION 7/14/2023 A0.03 1/4" = 1'-0" 1 CUP SOUTH ELEVATION -DATA CENTER A0.03 1/4" = 1'-0" 2 CUP WEST ELEVATION -DATA CENTER No. Date Description 28 Level 1 0" Level 2 -Data Center 14' -0" T.O. Deck -Data Center 26' -0" W MWP-B MJ MJ MJ MJ A B A C C A B A BB C C CC A B PREFINISHED METAL MECHANICAL SCREEN 27' - 10"4' - 8"23' - 11"23' - 4"5' - 3"1' - 4" 4' - 8"4' - 8"3' - 4" 3' - 4"4' - 8"5' - 10"2' - 5 1/4"32' - 7 3/4"PREFINISHED METAL WALL PANELS PREFINISHED METAL CAP GLASS BRICK PRECAST CONCETE BRICK GLASS PREFINISHED METAL CAP PRECAST CONCRETE GLASS GLASS PREFINISHED METAL WALL PANELS PREFINISHED METAL CAP Level 1 0" Level 2 -Data Center 14' -0" T.O. Deck -Data Center 26' -0"1' - 4"12' - 8"12' - 0"1' - 10"6' - 0"4' - 8"3' - 4" 3' - 4"4' - 8"4' - 0"A B A B C C MJ ACCAB 27' - 10"PREFINISHED METAL MECHANICAL SCREEN MJ2' - 5 1/4"32' - 7 3/4"9 A440 PREFINISHED METAL WALL PANELS PREFINISHED METAL CAP GLASS BRICK PRECAST CONCETE BRICK GLASS GLASS GLASS PREFINISHED METAL WALL PANELS PREFINISHED METAL DOOR AND FRAME PRECAST CONCETE NORTH (SF) FACADE SOUTH (SF) EAST (SF) WEST (SF) OVERALL SQUARE FEET 2,132 BRICK SF (% OF FACADE) DATA CENTER BUILDING FACADE MATERIALS GLASS SF (% OF FACADE) PREFINISHED METAL SF (% OF FACADE) PRECAST CONCRETE SF (% OF FACADE) PAINTED METAL, PAINTED CONCRETE SF (% OF FACADE) PERCENTAGE OF CLASS 1 MATERIALS 2,017 2,556 2,557 CLASS 1 MATERIALS CLASS 3 MATERIALS CLASS 2 MATERIALS 1,221 (57%) 180 (9%) 638 (30%) 93 (4%) 0 (0%) 66% 900 (45%) 312 (15%) 722 (36%) 24 (1%) 60% 1,601 (63%) 187 (7%) 0 (0%) 70% 1,158 (46%) 616 (24%) 674 (26%) 109 (4%) 0 (0%) 70% 648 (25%) 59 (3%) 120 (5%)Sheet Number Sheet Title ©Copyright by Cuningham (All Rights Reserved) Current Revision Revisions Project Information Project No.:PIC / AIC: Date:Phase: 201 SE Main Street | Suite 325 | Minneapolis | MN 55414 cuningham.com Consultant Exterior Elevations Data Center A0.04 2023 St. Louis Park Public Schools - Maintenance Building and Data Center 21-0419 6/16/23CD PL CUP APPLICATION SET NOT FOR CONSTRUCTION 7/14/2023 A0.04 1/4" = 1'-0" 1 CUP EAST ELEVATION -DATA CENTER A0.04 1/4" = 1'-0" 2 CUP NORTH ELEVATION -DATA CENTER No. Date Description 29 Level 1 0" T.O.WINDOW HEAD 10' -0" T.O. Deck B-1 12' -8 1/2"15' - 9"13' - 4 1/2"NEW PREFINIHSED METAL FLASHING NEW PREFINIHSED METAL CAP NEW BRICK TO MATCH EXISTING PAINTED METAIL RAILING EXISTING PREFINIHSED METAL DOOR NEW PREFINIHSED METAL DOORPAINTED METAL BOLLARD EXISTING BRICK TO BE TUCKPOINTED REPAIRED OR REPLACED AS REQUIRED. NEW PREFINIHSED METAL CAP GLASS NEW BRICK TO MATCH EXISTING EXISTING BRICK TO BE TUCKPOINTED, REPAIRED OR REPLACED AS REQUIRED NEW PREFINIHSED METAL DOORPAINTED METAL BOLLARD PAINTED METAL BOLLARD Level 1 0" T.O.WINDOW HEAD 10' -0" T.O. Deck B-1 12' -8 1/2"15' - 9"NEW PREFINISHED METAL CAPEXISTING BRICK PAINTED CONCRETE BLOCK NEW PAINTED METAL DOOR AND FRAME EXISTING BRICK T.O.WINDOW HEAD 10' -0" T.O. Deck B-1 12' -8 1/2"13' - 4 1/2"2' - 4 1/2"14' - 4 1/2"2' - 4 1/2"16' - 9"NEW PREFINISHED METAL CAP NEW PREFINISHED METAL FLASHING PAINTED METAL RAILINGS EXISTING BRICK TO BE TUCKPOINTED REPAIRED OR REPLACED AS REQUIRED NEW PAINTED METAL DOOR AND FRAME NEW GLASS NEW GLASSNEW GLASSNEW GLASS NEW GLASS NEW GLASSNEW PAINTED METAL DOOR AND FRAME PAINTED METAL RAILINGS EXISTING BRICK TO BE TUCKPOINTED REPAIRED OR REPLACED AS REQUIREDNEW BRICK NEW BRICK NEW BRICK NEW BRICK NEW BRICK NEW BRICK Level 1 0" T.O.WINDOW HEAD 10' -0" T.O. Deck B-1 12' -8 1/2" NEW PAINTED METAL DOOR AND FRAME NEW PREFINISHED METAL DOOR GLASS NEW GLASS EXISTING BRICK TO BE TUCKPOINTED REPAIRED OR REPLACED AS REQUIRED NEW PREFINISHED METAL FLASHING NEW PREFINISHED METAL CAP NEW GLASS NEW BRICK NEW BRICK Level 1 0" T.O.WINDOW HEAD 10' -0" T.O. Deck B-2 14' -9 1/4" T.O. Deck B-1 12' -8 1/2"10' - 0"NEW PREFINISHED METAL LOUVER CEDAR WOOD, PATINED STEEL TUBE AND FRAME TRASH ENCLOSURE15' - 9"2' - 4 1/2"13' - 4 1/2"NEW PREFINISHED METAL CAP NEW PREFINIHSED METAL DOORPAINTED METAL BOLLARD GLASS EXISTING BRICK TO BE TUCKPOINTED REPAIRED OR REPLACED AS REQUIRED PAINTED METAL BOLLARD NEW PREFINIHSED METAL DOOR GLASS PAINTED METAL BOLLARD NEW GLASS EXISTING BRICK TO BE TUCKPOINTED REPAIRED OR REPLACED AS REQUIRED NEW PREFINISHED METAL CAP NEW BRICK NORTH (SF) FACADE SOUTH (SF) EAST (SF) WEST (SF) OVERALL SQUARE FEET 2,097 BRICK SF (% OF FACADE) EXISTING MAINTENANCE BUILDING FACADE MATERIALS GLASS SF (% OF FACADE) PREFINISHED METAL SF (% OF FACADE) PAINTED METAL, PAINTED CONCRETE SF (% OF FACADE) PERCENTAGE OF CLASS 1 MATERIALS 1,858 1,510 1,161 CLASS 1 MATERIALS CLASS 3 MATERIALS CLASS 2 MATERIALS 26 (1%) 0 (0%) 48 (2%) 2,023 (97%) 1% 1,315 (72%) 173 (9%) 302 (16%) 68 (3%) 81% 943 (63%) 22 (1%) 536 (35%) 9 (1%) 64% 725 (63%) 35 (3%) 377 (32%) 24 (2%) 66% SOUTHWEST (SF) 635 298 (47%) 40 (6%) 273 (43%) 24 (4%) 53% Sheet Number Sheet Title ©Copyright by Cuningham (All Rights Reserved) Current Revision Revisions Project Information Project No.:PIC / AIC: Date:Phase: 201 SE Main Street | Suite 325 | Minneapolis | MN 55414 cuningham.com Consultant Exterior Elevations Maintenance Building A0.05 2023 St. Louis Park Public Schools - Maintenance Building and Data Center 21-0419 6/16/23CD PL CUP APPLICATION SET NOT FOR CONSTRUCTION 7/14/2023 A0.05 1/4" = 1'-0" 3 CUP EXISTING EAST ELEVATION Maintenance Building A0.05 1/4" = 1'-0" 1 CUP EXISTING NORTH ELEVATION Maintenance Building A0.05 1/4" = 1'-0" 2 CUP EXISTING SOUTH ELEVATION Maintenance Building A0.05 1/4" = 1'-0" 5 CUP EXISTING SOUTHWEST ELEVATION Maintenance Building A0.05 1/4" = 1'-0" 4 CUP EXISTING WEST ELEVATION Maintenance Building No. Date Description NOTES: 1. THE ENTIRE MAINTENANCE BUILDING WILL BE TUCKPOINTED AND OR BRICKS REPLACED THAT ARE CRACKED OR DETERIATED BEYOND REPAIR WILL BE REPLACED, WITH SALVAGED BRICK, WHERE NEW BRICK IS BEING USED AT THE HEADS OF ALL NEW WINDOWS OR DOORS. 2. ALL NEW EXTERIOR WINDOWS WILL BE REPLACED ALONG WITH ALL NEW LINTELS. 3. ALL NEW EXTERIOR DOORS AND OVERHEAD GARAGE DOORS WILL BE REPLACED. 4. ALL NEW PARPAET FLASHING WILL BE REPLACED ON THE ENTIRE BUILDING. 5. THE SOUTH HALF OF THE BUILDING WILL ALSO GET A NEW ROOF. 6. THE NORTH PAINTED CMU BLOCK WALL WILL ALSO BE PAINTED AS A MURAL FOR THE CENTRAL PLAYGROUND PROJECT JUST TO THE NORTH. THIS NORTH WALL WILL ALSO BE PAINTED AS A MURAL FOR THE CENTRAL PLAYGROUND PROJECT DIRECTLY NORTH OF THIS AREA. 30 Planning commission: Regular meeting Meeting date: August 16, 2023 Agenda item: 3b 3b Comprehensive plan amendment for 1639 Utah Drive and zoning map amendment for 1608 Utah Avenue S. Location: 1639 Utah Drive and 1608 Utah Avenue S. Case Number: 23-09-CP, 23-10-Z Applicant: City of St. Louis Park Owner: City of St. Louis Park Recommended motions: Chair to open the public hearing, take testimony and close the hearing. Motion to recommend approval of the comprehensive plan amendment. Motion to recommend approval of the zoning map amendment. Summary of request: The City of St. Louis Park proposes the following: 1. Comprehensive plan amendment to amend the future land use map to change the land use designation for property located at 1639 Utah Drive from park and open space to low density residential. 2. Zoning map amendment to change the zoning designation of property located at 1608 Utah Avenue S. from R-1 single-family residence to POS park and open space. The city is selling the site of a former water well at 1639 Utah Drive to the neighboring property and to be combined with the neighboring lot. The change from public use to private residential use warrants a comprehensive plan amendment. The property at 1608 Utah Avenue S. was identified to be rezoned to be more consistent with the comprehensive plan designation. Site information: 1608 Utah Ave S. 1639 Utah Dr. 31 Regular meeting meeting of August 16, 2023 (Item No. 3b) Title: Comprehensive plan amendment for 1639 Utah Drive and zoning map amendment for 1608 Utah Avenue S. 1639 Utah Drive Site area: 0.02 acres (747 square feet) Current use: Sealed water well Surrounding land uses: North: Single-family residential East: Pond and open space South: Single-family residential West: Single-family residential Current 2040 land use guidance Current zoning PRK - park and open space R-1 single-family residence Proposed 2040 land use guidance Proposed zoning RL - low density residential R-1 single-family residence 1608 Utah Ave Site area: 0.36 acres (15,669 square feet) Current use: Open space Surrounding land uses: North: Single-family residential East: Single-family residential South: Single-family residential West: Pond and open space Current 2040 land use guidance Current zoning PRK - park and open space R-1 single-family residence Proposed 2040 land use guidance Proposed zoning PRK - park and open space POS park and open space Present considerations: The City of St. Louis Park is in the process of selling the property at 1639 Utah Drive to the adjacent property owner at 1637 Utah Drive. The property was formerly used as a well, but it has been sealed and does not serve a public purpose. The property is currently guided by the comprehensive plan’s future land use plan as park and open space and requires an amendment to be put to residential use. Once the land use guidance has been amended, the property’s current zoning, R-1 single-family residence will be more consistent with the new guidance in the comprehensive plan. During the process above, the property at 1608 Utah Avenue S. was identified as appropriate to rezone from R-1 single-family residence to POS park and open space to be more consistent with the Comprehensive Plan’s land use designation of PRK – park and open space. Comprehensive Plan amendment for 1639 Utah Drive. The city proposes to change the comprehensive plan future land use designation for 1639 Utah Drive from PRK park and open space to RL low density residential. The RL low density residential land use designation is compatible with the property’s existing R-1 single-family residence zoning district, and proposed residential use. 32 Regular meeting meeting of August 16, 2023 (Item No. 3b) Title: Comprehensive plan amendment for 1639 Utah Drive and zoning map amendment for 1608 Utah Avenue S. General consistency with the comprehensive plan. The city’s land use plan should reflect the broad goals, policies and implementation strategies incorporated in the comprehensive plan. These elements are the basis for evaluating the requested change. RL – Low Density Residential description: The low density residential designation is intended for residential neighborhoods primarily consisting of single-family houses. It allows single-family detached housing and limited semi-detached housing, such as duplexes and accessory housing units. This designation allows net residential densities from three (3) to ten (10) units per acre. Residential land use goal #2: Preserve and enhance the livability and unique character of each neighborhood’s residential areas. Zoning map amendment for 1608 Utah Drive. The city proposes to rezone the property at 1608 Utah Avenue S. from R-1 single-family residence to POS park and open space. The purpose of the rezoning is to limit the activity on this site to park and open space uses. The POS park and open space district is consistent with the PRK park and open space land use designation for the site in the comprehensive plan. Next steps: City council is tentatively scheduled to consider the comprehensive plan amendment and zoning map amendment on October 2, 2022. Recommendation: Staff recommends approval of the comprehensive plan amendment to amend the future land use plan to change the designation of 1639 Utah Drive from park and open space to low density residential. Staff also recommends approval of an amendment to the zoning map to change the zoning designation of 1608 Utah Avenue S. from R-1 single-family residence to POS park and open space. Supporting documents: Comprehensive plan map amendment exhibit, zoning map amendment exhibit, draft ordinance for zoning amendment. Prepared by: Laura Chamberlain, senior planner Reviewed by: Sean Walther, planning manager / deputy community development director 33 Regular meeting meeting of August 16, 2023 (Item No. 3b) Title: Comprehensive plan amendment for 1639 Utah Drive and zoning map amendment for 1608 Utah Avenue S. Comprehensive plan amendment exhibit 34 Regular meeting meeting of August 16, 2023 (Item No. 3b) Title: Comprehensive plan amendment for 1639 Utah Drive and zoning map amendment for 1608 Utah Avenue S. Zoning map amendment exhibit 35 Ordinance No. ___-23 Ordinance amending the St. Louis Park official zoning map The City of St. Louis Park does ordain: Section 1. The city council has considered the advice and recommendation of the planning commission (Case No. 23-10-Z). Section 2. The St. Louis Park official zoning map is hereby amended by changing the zoning district boundary to reclassify the property described below from R-1 Single-family Residence to POS Park and Open Space: Outlot 2, Second Country Club Addition of Westwood Hills, Hennepin County, Minnesota Section 3. This ordinance shall take effect upon Metropolitan Council authorization of the associated comprehensive plan amendment approved by City Council Resolution 23-___ and not sooner than 15 days after publication. Reviewed for administration: Adopted by the City Council _____, 2023 Kim Keller, city manager Jake Spano, mayor Attest: Approved as to form and execution: Melissa Kennedy, city clerk Soren Mattick, city attorney First reading October 2, 2023 Second reading October 16, 2023 Date of publication October 26, 2023 Date ordinance takes effect November 10, 2023 36 Planning commission: Regular meeting Meeting date: August 16, 2023 Agenda item: 3c 3c Comprehensive plan and zoning map amendments for MnDOT conveyance near 2840 Toledo Avenue S. Location: MnDOT conveyance near 2840 Toledo Avenue S. Case Number: 23-13-CP, 23-14-Z Applicant: City of St. Louis Park Owner: City of St. Louis Park Recommended motions: Chair to open the public hearing, take testimony and close the hearing. Motion to recommend approval of the comprehensive plan amendment. Motion to recommend approval of the zoning map amendment. Summary of request: The City of St. Louis Park proposes the following: 1. Comprehensive plan amendment changing the future land use map designation for property generally located at 2840 Toledo Avenue S. from right of way to park and open space. 2. Zoning map amendment to change the zoning designation of property generally located at 2840 Toledo Avenue S from R-2 single-family residence to POS park and open space. The property was former Highway 100 right-of-way. The city acquired the property for passive park use. Site information: 37 Regular meeting meeting of August 16, 2023 (Item No. 3c) Title: MnDOT Conveyance near 2840 Toledo Avenue S Site area: 0.87 acres (37,897 square feet) Current use: Open space Surrounding land uses: North: Open space East: Single-family residential South: Highway West: Highway Current 2040 land use guidance Current zoning ROW - right of way R-2 single-family residence Proposed 2040 land use guidance Proposed zoning PRK - park and open space POS park and open space Present considerations: The Minnesota Department of Transportation (MnDOT) conveyed excess right of way from the Minnesota Highway 100 corridor to the city. The subject parcel is 0.88 acres and includes the remnants of a retaining wall and rock landscaping of a former wayside rest that MNDOT had on the site. The land has been referred to as “Rock Island” and “Rock Garden.” The city accepted an offer from MNDOT to give the land to the city for zero dollars as long as the city used it for park and open space purposes. The conveyance of the property will also change the property from right-of-way to an established parcel. The property is currently guided in the comprehensive plan future land use map as right of way. Based on the State’s condition of conveyance, changing the designation to park and open space is appropriate. Once the land use guidance for the property is amended, a rezoning of the property from R-2 single family residence to POS park and open space is also appropriate. Comprehensive plan. The city proposes to change the comprehensive plan future land use designation from ROW right of way to PRK park and open space. The PRK park and open space land use designation is compatible with the proposed POS park and open space zoning district. General consistency with the comprehensive plan. The city’s land use plan should reflect the broad goals, policies and implementation strategies incorporated in the comprehensive plan. These elements are the basis for evaluating the requested change. PRK – Park and Open Space description: The park and open space land use designation includes all public parks and open space land, as well as public recreational facilities, such as the Recreational Center. It also encompasses lakes and waterways, such as Bass Lake Preserve and Minnehaha Creek. This designation is intended for areas which are reserved for active and passive recreational uses, natural amenities, protected natural areas, and the city’s major stormwater retention and drainage areas. Livable communities goal #1: Provide attractive public streets, spaces and facilities that contribute to creating connections, a strong sense of community, and opportunities for community interaction. Public land use goal #3: Consider increasing natural environment areas on public land. 38 Regular meeting meeting of August 16, 2023 (Item No. 3c) Title: MnDOT Conveyance near 2840 Toledo Avenue S Zoning map. The city proposes to rezone the property from R-2 single-family residence to POS park and open space. The purpose of the rezoning is to limit the activity on this former right-of- way site to park and open space uses. The POS park and open space district is consistent with the PRK park and open space land use designation that is proposed for the comprehensive plan. Next steps: City council is tentatively scheduled to consider the comprehensive plan amendment and zoning map amendment on October 2, 2022. Recommendation: Staff recommends approval of the comprehensive plan amendment to amend the future land use plan to change the designation of the subject property from right of way to park and open space, and to amend the zoning map to change the zoning designation of the subject property from R-2 single-family residence to POS park and open space. Supporting documents: Comprehensive plan map amendment exhibit, zoning map amendment exhibit, draft ordinance for zoning amendment Prepared by: Laura Chamberlain, senior planner Reviewed by: Sean Walther, planning manager / deputy community development director 39 Regular meeting meeting of August 16, 2023 (Item No. 3c) Title: MnDOT Conveyance near 2840 Toledo Avenue S Comprehensive plan amendment exhibit 40 Regular meeting meeting of August 16, 2023 (Item No. 3c) Title: MnDOT Conveyance near 2840 Toledo Avenue S Zoning map amendment exhibit 41 Ordinance No. ___-23 Ordinance amending the St. Louis Park official zoning map The City of St. Louis Park does ordain: Section 1. The city council has considered the advice and recommendation of the planning commission (Case No. 23-14-Z). Section 2. The St. Louis Park official zoning map is hereby amended by changing the zoning district boundary to reclassify the property described below from R-2 Single-family Residence to POS Park and Open Space: All of Tract A described below: Tract A. That part of the east 25.75 rods of the west 46.75 rods of the Southwest Quarter of the Southwest Quarter of Section 31, Township 29 North, Range 24 West, Hennepin County, Minnesota, described as follows: Commencing at the South Quarter corner of said Section 31; thence westerly along the south line of said Section on an azimuth of 270 degrees 07 minutes 44 seconds for 1963.98 feet to Right of Way Boundary Corner B20919 as shown on Minnesota Department of Transportation Right of Way Plat No. 27-209, as the same is on file and of record in the office of the County Recorder in and for said County; thence on an azimuth of 00 degrees 26 minutes 07 seconds for 629.71 feet; thence on an azimuth of 270 degrees 00 minutes 00 seconds for 38.34 feet; thence on an azimuth of 354 degrees 32 minutes 35 seconds for 143.36 feet to the point of beginning of Tract A to be described; thence on an azimuth of 246 degrees 35 minutes 01 second for 28.26 feet; thence on an azimuth of 304 degrees 41 minutes 05 seconds for 150.94 feet; thence on an azimuth of 359 degrees 35 minutes 14 seconds for 202.62 feet; thence on an azimuth of 90 degrees 00 minutes 01 second for 154.17 feet; thence on an azimuth of 180 degrees 32 minutes 56 seconds for 277.29 feet to the point of beginning and there terminating; containing 38,331 square feet, more or less. Section 3. This ordinance shall take effect upon Metropolitan Council authorization of the associated comprehensive plan amendment approved by City Council Resolution 23-___ and not sooner than 15 days after publication. 42 Reviewed for administration: Adopted by the City Council _____, 2023 Kim Keller, city manager Jake Spano, mayor Attest: Approved as to form and execution: Melissa Kennedy, city clerk Soren Mattick, city attorney First reading October 2, 2023 Second reading October 16, 2023 Date of publication October 26, 2023 Date ordinance takes effect Upon Metropolitan Council authorization of the associated comprehensive plan amendment and no sooner than November 10, 2023. 43 44 Planning commission: Regular meeting Meeting date: August 16, 2023 Agenda item: 3d 3d Comprehensive plan and zoning map amendments for 3301 Webster Avenue S. Location: 3301 Webster Avenue S. Case Number: 23-15-CP, 23-16-Z Applicant: City of St. Louis Park Owner: City of St. Louis Park Recommended motions: Chair to open the public hearing, take testimony and close the hearing. Motion to recommend approval of the comprehensive plan amendment. Motion to recommend approval of the zoning map amendment. Summary of request: The City of St. Louis Park proposes the following: 1. Comprehensive plan amendment to change the future land use map designation for property located at 3301 Webster Avenue S. from right of way to park and open space. 2. Zoning map amendment to change the zoning designation of property located at 3301 Webster Avenue S. from R-2 single-family residence to POS park and open space. The property is excess MnDOT Highway 100/Highway 7 right-of-way; the city has been leasing a portion of the property from MnDOT as the site of Webster Park. MnDOT has approached the city about potentially acquiring the property and the city has expressed interest in acquiring the property for public use and specifically park use. Site information: 45 Regular meeting meeting of August 16, 2023 (Item No. 3d) Title: Comprehensive plan and zoning map amendments for 3301 Webster Avenue S. Site area: 3.4 acres Current use: Park and open space Surrounding land uses: North: Single-family residential East: Highway South: Highway West: Single-family residential Current 2040 land use guidance Current zoning ROW - right of way R-2 single-family residence Proposed 2040 land use guidance Proposed zoning PRK - park and open space POS park and open space Present considerations: The Minnesota Department of Transportation (MnDOT) has been working with the City of St. Louis Park to convey excess right of way from the Minnesota Highway 100/Highway 7 corridor to the city. The city has historically leased a portion of this site from MnDOT for use as Webster Park. The city has expressed interest in using the site for public purpose, and specifically public park. As the land proposed to be acquired is no longer used for highway right-of-way, the city is recommending a change to the land use and zoning designations. The timing of the sale of the property from the State to the city is not yet clear. The property is currently guided in the comprehensive plan future land use plan as right of way. A change to designate it as park and open space based on the past leased use and proposed city use is appropriate. Once the land use guidance for the property is amended, then the city would also like the change to be reflected in the zoning of the property. The city proposes changing the designation from R-2 single family residence to POS park and open space. Comprehensive Plan. The city proposes to change the comprehensive plan future land use designation from ROW right of way to PRK park and open space. The PRK park and open space land use designation is compatible with the proposed POS park and open space zoning district. General consistency with the comprehensive plan. The city’s land use plan should reflect the broad goals, policies and implementation strategies incorporated in the comprehensive plan. These elements are the basis for evaluating the requested change. PRK – Park and Open Space description: The Park and Open Space land use designation includes all public parks and open space land, as well as public recreational facilities. It also encompasses lakes and waterways, such as Bass Lake Preserve and Minnehaha Creek. This designation is intended for areas which are reserved for active or passive recreational uses, natural amenities, protected natural areas, and the city’s major stormwater retention and drainage areas. Livable communities goal #1: Provide attractive public streets, spaces and facilities that contribute to creating connections, a strong sense of community, and opportunities for community interaction. Public land use goal #3: Consider increasing natural environment areas on public land. 46 Regular meeting meeting of August 16, 2023 (Item No. 3d) Title: Comprehensive plan and zoning map amendments for 3301 Webster Avenue S. Zoning map. The city proposes to rezone the property from R-2 single-family residence to POS park and open space. The purpose of the rezoning is to limit the activity on this former right-of- way site to park and open space uses. The POS park and open space district is consistent with the PRK park and open space land use designation that is proposed for the comprehensive plan. Next steps: City council is tentatively scheduled to consider the comprehensive plan amendment and zoning map amendment on October 2, 2022. Recommendation: Staff recommends approval of the comprehensive plan amendment to amend the future land use plan to change the designation of the subject property from right of way to park and open space, and to amend the zoning map to change the zoning designation of the subject property from R-2 single-family residence to POS park and open space. Supporting documents: Comprehensive plan map amendment exhibit, zoning map amendment exhibit, draft ordinance for zoning amendment Prepared by: Laura Chamberlain, senior planner Reviewed by: Sean Walther, planning manager / deputy community development director 47 Regular meeting meeting of August 16, 2023 (Item No. 3d) Title: Comprehensive plan and zoning map amendments for 3301 Webster Avenue S. Comprehensive plan amendment exhibit 48 Regular meeting meeting of August 16, 2023 (Item No. 3d) Title: Comprehensive plan and zoning map amendments for 3301 Webster Avenue S. Zoning map amendment exhibit 49 Ordinance No. ___-23 Ordinance amending the St. Louis Park official zoning map The City of St. Louis Park does ordain: Section 1. The city council has considered the advice and recommendation of the planning commission (Case No. 23-16-Z). Section 2. The St. Louis Park official zoning map is hereby amended by changing the zoning district boundary to reclassify the property described below from R-2 Single-family Residence to POS Park and Open Space: That part of Tracts A, B and C described below: Tract A. Lots 55 through 67 inclusive, Norwaldo, according to the plat thereof on file and of record in the office of the County Recorder in and for Hennepin County, Minnesota; Tract B. Lot 1, Block 223, Rearrangement of St. Louis Park, according to the plat thereof on file and of record in the office of the County Recorder in and for Hennepin County, Minnesota; Tract C. Block 8, Lewiston Park, according to the plat thereof on file and of record in the office of the County Recorder in and for Hennepin County, Minnesota; which lies southerly of Line 1 described below, easterly and northerly of Line 2 described below, and northerly, westerly and southerly of Line 3 described below: Line 1. Beginning at Right of Way Boundary Corner B20908 as shown on Minnesota Department of Transportation Right of Way Plat No. 27-209 as the same is on file and of record in the office of the County Recorder in and for Hennepin County, Minnesota; thence easterly on an azimuth of 90 degrees 59 minutes 53 seconds along the boundary of said plat for 128.10 feet to Right of Way Boundary Corner B20909; thence defect to the left on a tangential curve, having a radius of 54.42 feet and a delta angle of 40 degrees 53 minutes 51 seconds for 38.84 feet; thence on an azimuth of 50 degrees 06 minutes 02 seconds for 274.59 feet and there terminating; Line 2. Beginning at the point of beginning of Line 1 described above; thence southerly on an azimuth of 179 degrees 47 minutes 53 seconds along the boundary of said Plat No. 27-209 for 360.07 feet to Right of Way Boundary Corner B20907; thence on an azimuth of 91 degrees 02 minutes 59 seconds 50 for 17.14 feet; thence on an azimuth of 181 degrees 02 minutes 59 seconds for 199.88 feet and there terminating; Line 3. Beginning at a point on Line 2 described above, distant 64.26 feet northerly of its point of termination (measured along said Line 2); thence on an azimuth of 91 degrees 02 minutes 59 seconds for 38.68 feet; thence on azimuth of 35 degrees 07 minutes 17 seconds for 131.14 feet; thence on an azimuth of 37 degrees 50 minutes 46 seconds for 219.86 feet; thence on an azimuth of 52 degrees 34 minutes 18 seconds for 77.41 feet; thence on an azimuth of 77 degrees 28 minutes 40 seconds for 51.31 feet; thence on an azimuth of 43 degrees 16 minutes 03 seconds for 77.78 feet; thence on an azimuth of 28 degrees 32 minutes 47 seconds for 84.20 feet; thence on an azimuth of 15 degrees 52 minutes 21 seconds for 42.77 feet; thence on an azimuth of 270 degrees 19 minutes 30 seconds for 171.44 feet; thence on an azimuth of 359 degrees 46 minutes 47 seconds for 117.37 feet to an intersection with Line 1 described above and there terminating; Section 3. This ordinance shall take effect upon Metropolitan Council authorization of the associated comprehensive plan amendment approved by City Council Resolution 23-___ and not sooner than 15 days after publication. Reviewed for administration: Adopted by the City Council _____, 2023 Kim Keller, city manager Jake Spano, mayor Attest: Approved as to form and execution: Melissa Kennedy, city clerk Soren Mattick, city attorney First reading October 2, 2023 Second reading October 16, 2023 Date of publication October 26, 2023 Date ordinance takes effect Upon Metropolitan Council authorization of the associated comprehensive plan amendment and no sooner than November 10, 2023. 51 52 Planning commission: Study session Meeting date: August 16, 2023 Agenda item: 1 1 Focus group on board and commission program purpose Recommended Action: Not applicable. Policy consideration: What should the purpose of the boards and commissions program be? Summary: The City of St. Louis Park is reviewing the board and commission program to attempt to make it more equitable and engaging for everyone involved. Staff worked with a consultant, Transformational Solutions, to review the program and they recommended that the work of redesigning the program should start with a clear purpose. Staff will engage the planning commission on this question through a facilitated discussion. Staff will use a standard set of questions to ensure all stakeholders are providing feedback on the same issues. Operational concerns, like the design or function of various commissions, will be discussed later once the purpose for the overall program is set. Staff are working to ensure the statutory boards and commissions are included in this process, although their purpose is set in law. Changes to the program that could benefit members and cohesion across the program is the intended goal of any changes that would affect statutory boards and commissions. Prepared by: Michael Sund, elections and civic engagement coordinator Reviewed by: Sean Walther, planning manager/deputy CD director 53