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4 - Site Plan - United Heroes League - Stadium Seating and Locker Room
To: Planning Commissioners From: John Hinzman, Community Development Director Date: June 10, 2024 Item: United Heroes League (HTG Architects) – Site Plan 2024-24 – Stadium Seats and Locker Room – 15211 Ravenna Trail Planning Commission Action Requested Review and provide a recommendation on the Site Plan application of HTG Architects on behalf of United Heroes League (UHL) to construct stadium seating and locker room facilities at an existing outdoor hockey rink located at 15211 Ravenna Trail. The 13.84-acre parcel is owned by Defending the Blue Line (Shane Hudella) and is part of a 52.86-acre campus owned by Defending the Line and UHL. BACKGROUND INFORMATION Comprehensive Plan The property is currently guided Agriculture within the 2040 Comprehensive Plan. The Agriculture designation is given to properties that are located outside of the Metropolitan Urban Service Area (MUSA) Boundary where municipal sewer and water facilities are not available. The subject property is outside of the MUSA Boundary. Zoning The property is currently zoned Agriculture. Recreation facilities, including, but not limited to golf courses, pistol and rifle ranges, sportsmen clubs and camping area are identified as “Uses Permitted within the Agriculture District. History Over the last ten years, Defending the Blue Line (now UHL) has purchased property and planned for development of a recreation facilities for family members of veterans. On April 20, 2020 the Council approved an Interim Use Permit (IUP) to allow for development of an obstacle course on the site along with temporary improvements for a gravel parking lot. A new IUP was approved on August 15, 2022 to allow for an extended interim use period. The IUP requires installation of landscaping, permanent restroom, and waste enclosure structures by May 11, 2025. Planning Commission Memorandum Existing Condition The site presently contains a parking lot containing 336 spaces, refrigerated outdoor hockey rink, and confidence coarse. The northern portion of the site is relatively treeless with little topographic relief. The southern portion includes a wooded hillside that rises over 100 feet. Proposed improvements are adjacent to the outdoor rink which has been previously graded. Future Plans A primary building housing offices, warehouse, and indoor athletic spaces is planned north of the hockey rink site. The site will host Hockey Day Minnesota in cooperation with the Minnesota Wild and Bally Sports North in January 2026. Adjacent Zoning and Land Use The following land uses abut the property: Direction Use Comp Plan District Zoning District North Ravenna Trail Future Wastewater Treatment Plant Agriculture A - Agriculture East Home – Shane Hudella Agriculture A - Agriculture South Rural Residential and Open Space Agriculture A - Agriculture West Former Extreme Sandbox (now owned by UHL) Agriculture A - Agriculture SITE PLAN REVIEW Request Construction of stadium bleacher seating for 1,175 individuals and a 3,450 s.f. locker room building located under the bleacher seating. Vehicular Access and Circulation The site is accessed through the existing parking lot to a singular access to Ravenna Trail. Intersection improvements along Ravenna Trail are being evaluated by Dakota County. Improvements may include a turn lane to the site. Building Setbacks A portion of the site does not meet the 20-foot rear yard setback requirement of the Ag Zoning District. The applicant has agreed to reconfigure the property boundary to achieve the minimum setback requirement. Setbacks to remaining property lines exceed 100 feet. Parking The number of parking spaces is acceptable as follows: Use Required Spaces Provided Spaces Recreation – Participant Spectator 294 (1 per 4 seats) 336 Architectural Elevations The locker room is located underneath the stadium with only the sides and rear visible. Exterior materials are primarilly a decorative concrete tip up panel. Landscape Plan Landscape planters are proposed in conjunction with the improvements. The applicant must provide the the schematics, material type, colors, and what will be planted as a condition of approval. Landscaping for the existing parking lot is required to be installed by May 11, 2025. Equipment Screening Fence Schematics, material type, and color of the proposed equipment screening fence must be approved prior to the building permit. Private Utilities Municipal sewer and water service is an available at the site. Potential construction of Metropolitan Council’s Waste Water Treatment Plant would bring utilities to the site. The site will utilize a private well and septic system. Lighting Plan A Photometric Plan has been submitted for both the parking lot and hockey rink. The parking lot adheres to the 0.5 footcandle illumination limit at the property line. The hockey rink lighting exceeds maximum candle illumnation at the property line and must be modified to not exceed 0.5 foot candles. Grading, Drainage, Erosion Control and Utility Plan Review The Public Works Department is providing concurrent review of the Grading, Drainage, Erosion Control, and Utility Plans. Site Plan approval shall be conditioned upon final approval of the Grading, Drainage, Erosion Control and Utility Plan by the Public Works Director. Hockey Day Minnesota 2026 The site will host Hockey Day Minnesota in January, 2026. City staff continues to work with UHL to plan for the additional increase of individuals and impacts for the event. RECOMMENDATION Approval of the Site Plan is recommended subject to the following conditions: 1. Conformance with the plans submitted with the Planning Commission Staff Report dated June 10, 2024. 2. Reconfiguration of the rear property line to maintain a minimum 20-foot setback for the stadium seating and locker rooms. 3. Final approval of the Grading, Drainage, Erosion Control, and Utility Plans by the Public Works Director. 4. All disturbed areas on the property shall be stabilized with rooting vegetative cover to eliminate erosion control problems. 5. Disturbed areas of the site shall be maintained to the requirements of the City’s property maintenance ordinance. 6. Any uncompleted site work (including landscaping) must be escrowed at 125 percent of the estimated value prior to issuance of a certificate of occupancy. 7. All lighting shall incorporate shields and cut-offs to direct light on the site. 8. Landscape planter schematics, material type, colors, and planted items must be approved prior to issuance of a Building Permit. 9. Equipment screening fence schematics, material type, and color must be approved prior to the building permit 10. The photometric plan must ensure foot candle illumintion for the hockey rink and and parking lot does not exceed 0.5 foot candles at the property line. 11. Approval is subject to a one-year Sunset Clause; if significant progress is not made towards the proposal within one year of City Council approval, the approval is null and void. ATTACHMENTS • Site Location Map • Site Pictures • Site Plan • Civil Plans • Architectural Elevations • Application LOCATION MAP CONCEPT PLAN REVIEW04.09.2024 05.21.2024 DRC REVIEW SITE ML A Z G A R A S S O C I A T E S 10 3 4 0 V I K I N G D R . SU I T E 1 5 0 (p ) 9 5 2 - 9 4 3 - 8 0 8 0 ED E N P R A I R I E , M N 5 5 3 4 4 (f ) 9 5 2 - 9 4 3 - 8 0 8 8 ww w . m l a z g a r . c o m Co m m e n t s Da t e # Revisions Da t e : 8 / 1 7 / 2 0 2 3 Page 1. Standard Reflectance of 80/50/20 unless noted otherwise 2. Not a Construction Document, for Design purposes only 3. Standard indoor calc points @ 30" A.F.F. unless noted otherwise 4. Standard outdoor calc points @ Grade unless noted otherwise 5. Egress calc points @ 0" A.F.F. 6. Mlazgar Associates assumes no responsibility for installed light levels due to field conditions, etc. PH O T O M E T R I C Sc a l e : 1 " = 2 5 ' Dr a w n B y : B S RL M A P r o j e c t # : 1 4 8 1 1 8 UN I T E D H E R O E S L E A G U E N E W R I N K HA S T I N G S , M N Luminaire Schedule Symbol Qty Label Manufacturer Description Arrangement Lum. Lumens Lum. Watts LLF Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min CalcPts_1 Illuminance Fc 0.83 4.6 0.0 N.A.N.A. PARKING LOT Illuminance Fc 2.18 151 0.9002SP1PRV-PA2B-740-U-T4W Single 19431 9 SP2 PRV-PA2B-740-U-5WQ Back-Back 20332 151 0.9004.6 0.8 2.73 5.75 MH: 32 SP2 SP2 MH: 32 MH: 32 SP2 MH: 32 SP2 MH: 32 SP2 SP2 MH: 32 MH: 32 SP2 SP2 MH: 32 MH: 32 SP2 SP1 MH: 32 SP1 MH: 32 0.1 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.4 0.4 0.4 0.5 0.5 0.5 0.5 0.6 0.6 0.6 0.6 0.6 0.5 0.5 0.5 0.5 0.4 0.4 0.3 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.2 0.2 0.3 0.3 0.4 0.4 0.4 0.5 0.5 0.6 0.6 0.6 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.6 0.6 0.5 0.5 0.4 0.4 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.2 0.3 0.3 0.4 0.4 0.5 0.6 0.6 0.7 0.7 0.8 0.9 0.9 0.9 1.0 1.0 1.0 1.0 0.9 0.9 0.9 0.8 0.7 0.7 0.6 0.5 0.4 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.3 0.4 0.4 0.5 0.6 0.6 0.7 0.8 0.9 1.0 1.0 1.1 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.1 1.1 1.0 0.9 0.8 0.7 0.6 0.5 0.4 0.3 0.3 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.4 0.4 0.5 0.6 0.7 0.8 0.9 1.0 1.1 1.2 1.3 1.4 1.5 1.5 1.6 1.6 1.6 1.6 1.5 1.4 1.3 1.2 1.1 1.1 0.9 0.8 0.6 0.5 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.4 0.5 0.6 0.7 0.9 1.0 1.1 1.3 1.4 1.5 1.6 1.7 1.8 1.9 1.9 2.0 2.0 1.9 1.9 1.8 1.7 1.5 1.4 1.3 1.1 0.9 0.7 0.6 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.5 0.6 0.8 0.9 1.0 1.2 1.4 1.5 1.7 1.9 2.0 2.1 2.2 2.3 2.4 2.4 2.4 2.4 2.3 2.2 2.0 1.8 1.7 1.5 1.2 1.0 0.8 0.6 0.5 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.6 0.7 0.9 1.1 1.2 1.4 1.6 1.9 2.1 2.3 2.4 2.6 2.7 2.7 2.8 2.8 2.8 2.7 2.6 2.5 2.3 2.1 1.9 1.6 1.4 1.1 0.9 0.7 0.5 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.7 0.8 1.1 1.3 1.5 1.7 1.9 2.2 2.4 2.6 2.8 2.9 3.0 3.1 3.1 3.1 3.1 3.0 2.9 2.9 2.7 2.4 2.1 1.8 1.5 1.2 0.9 0.7 0.6 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.7 0.9 1.2 1.4 1.6 1.9 2.2 2.5 2.7 2.9 3.1 3.2 3.3 3.5 3.5 3.4 3.3 3.3 3.3 3.4 3.3 2.8 2.3 1.9 1.6 1.3 1.0 0.8 0.6 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.6 0.7 0.9 1.2 1.5 1.8 2.0 2.4 2.8 3.0 3.1 3.3 3.4 3.7 4.0 4.1 3.8 3.6 3.5 3.5 3.8 3.8 3.1 2.4 2.0 1.7 1.4 1.1 0.8 0.6 0.5 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.6 0.7 1.0 1.2 1.5 1.8 2.2 2.7 3.3 3.5 3.5 3.5 3.6 3.9 4.4 4.5 4.0 3.7 3.5 3.5 3.6 3.5 3.0 2.4 2.0 1.7 1.5 1.2 0.9 0.7 0.5 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.6 0.7 1.0 1.2 1.5 1.9 2.3 2.9 3.6 3.9 3.6 3.5 3.6 3.8 4.1 4.2 3.8 3.5 3.4 3.3 3.2 3.0 2.6 2.3 2.0 1.8 1.5 1.3 1.0 0.7 0.5 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.6 0.7 0.9 1.2 1.5 1.9 2.2 2.7 3.3 3.6 3.4 3.3 3.4 3.5 3.6 3.6 3.4 3.3 3.2 3.1 2.9 2.7 2.5 2.2 2.0 1.8 1.6 1.4 1.1 0.7 0.5 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.7 0.9 1.2 1.5 1.8 2.1 2.4 2.8 3.0 3.0 3.1 3.2 3.2 3.2 3.2 3.1 3.1 3.0 2.9 2.7 2.5 2.3 2.1 1.9 1.7 1.6 1.5 1.2 0.8 0.5 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.7 0.9 1.1 1.4 1.7 2.0 2.2 2.4 2.7 2.8 2.9 3.0 3.0 2.9 2.9 2.8 2.7 2.7 2.6 2.4 2.3 2.1 1.9 1.8 1.7 1.6 1.6 1.4 0.8 0.5 0.4 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.6 0.8 1.1 1.4 1.6 1.8 2.0 2.2 2.4 2.5 2.6 2.6 2.6 2.6 2.5 2.4 2.3 2.3 2.2 2.1 2.0 1.9 1.8 1.7 1.6 1.6 1.6 1.6 1.0 0.5 0.4 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.6 0.8 1.1 1.4 1.6 1.7 1.8 2.0 2.1 2.2 2.2 2.2 2.2 2.1 2.1 2.0 1.9 1.9 1.8 1.8 1.8 1.7 1.7 1.6 1.6 1.6 1.7 1.7 1.0 0.5 0.4 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.5 0.8 1.1 1.3 1.5 1.6 1.6 1.7 1.8 1.9 1.9 1.9 1.8 1.8 1.7 1.7 1.6 1.6 1.5 1.5 1.5 1.6 1.6 1.6 1.6 1.6 1.7 1.7 1.2 0.7 0.5 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.5 0.7 1.1 1.4 1.4 1.5 1.5 1.6 1.6 1.6 1.6 1.6 1.5 1.5 1.4 1.4 1.3 1.3 1.3 1.3 1.4 1.5 1.6 1.7 1.7 1.7 1.7 1.7 1.5 0.9 0.6 0.4 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.4 0.6 1.1 1.4 1.4 1.5 1.5 1.5 1.5 1.5 1.4 1.4 1.3 1.2 1.2 1.1 1.1 1.1 1.1 1.1 1.2 1.4 1.5 1.7 1.9 1.8 1.9 2.1 1.9 1.5 0.9 0.5 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.4 0.6 1.1 1.5 1.5 1.5 1.5 1.5 1.5 1.4 1.3 1.2 1.1 1.1 1.0 1.0 1.0 0.9 1.0 1.0 1.1 1.2 1.5 1.7 2.0 2.2 2.1 2.4 2.1 1.8 1.1 0.5 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.5 1.0 1.6 1.6 1.6 1.5 1.5 1.5 1.4 1.2 1.1 1.0 0.9 0.9 0.9 0.9 0.9 0.9 0.9 1.0 1.2 1.4 1.7 2.0 2.2 2.1 2.3 2.0 1.6 1.0 0.5 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.9 1.6 1.6 1.6 1.6 1.7 1.6 1.4 1.2 1.0 0.9 0.9 0.8 0.8 0.8 0.8 0.9 0.9 1.0 1.1 1.4 1.6 1.9 2.0 1.8 2.0 1.9 1.2 0.7 0.5 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.6 0.9 1.6 1.8 1.7 1.8 1.8 1.6 1.4 1.2 1.0 0.9 0.9 0.9 0.8 0.8 0.9 0.9 1.0 1.1 1.2 1.4 1.6 1.8 1.8 1.7 1.7 1.7 1.2 0.6 0.5 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.7 1.2 1.9 2.1 2.0 2.1 2.0 1.7 1.5 1.2 1.1 1.0 0.9 0.9 0.9 0.9 1.0 1.0 1.1 1.2 1.3 1.5 1.6 1.7 1.7 1.7 1.7 1.7 1.3 0.7 0.5 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.9 1.6 2.1 2.4 2.3 2.1 2.1 1.8 1.6 1.3 1.2 1.1 1.1 1.1 1.1 1.1 1.1 1.2 1.2 1.3 1.4 1.6 1.6 1.7 1.6 1.7 1.7 1.7 1.4 0.8 0.5 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.8 1.5 2.0 2.2 2.1 1.9 2.1 1.9 1.7 1.5 1.3 1.3 1.2 1.2 1.3 1.3 1.3 1.4 1.5 1.5 1.6 1.7 1.7 1.7 1.7 1.7 1.6 1.6 1.4 0.8 0.5 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.6 1.0 1.5 1.9 1.9 1.8 1.9 1.9 1.8 1.6 1.5 1.5 1.5 1.5 1.5 1.6 1.6 1.7 1.7 1.8 1.9 1.9 1.9 1.8 1.8 1.7 1.6 1.6 1.4 0.9 0.6 0.4 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.7 1.1 1.7 1.7 1.7 1.8 1.8 1.8 1.8 1.7 1.7 1.7 1.8 1.8 1.9 2.0 2.0 2.1 2.2 2.2 2.2 2.1 2.0 1.9 1.8 1.7 1.6 1.3 1.0 0.6 0.5 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.6 1.0 1.7 1.8 1.8 1.8 1.8 1.9 1.9 2.0 2.0 2.1 2.2 2.2 2.3 2.4 2.5 2.5 2.6 2.6 2.5 2.4 2.3 2.1 2.0 1.8 1.6 1.3 1.0 0.7 0.5 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.9 1.6 1.8 1.8 1.8 1.9 2.0 2.1 2.3 2.4 2.5 2.6 2.7 2.7 2.8 2.8 2.9 2.9 2.9 2.8 2.7 2.5 2.3 2.1 1.9 1.6 1.3 1.0 0.8 0.6 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.8 1.4 1.7 1.8 1.9 2.0 2.1 2.3 2.5 2.7 2.8 2.9 3.0 3.1 3.2 3.2 3.2 3.2 3.1 3.0 3.0 2.8 2.5 2.2 1.9 1.6 1.3 1.0 0.8 0.6 0.5 0.3 0.3 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.7 1.2 1.6 1.7 1.9 2.1 2.2 2.5 2.8 2.9 3.1 3.2 3.3 3.4 3.5 3.5 3.5 3.4 3.4 3.4 3.5 3.4 2.9 2.4 2.0 1.7 1.4 1.1 0.8 0.6 0.5 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.7 1.1 1.4 1.6 1.9 2.1 2.3 2.6 3.0 3.2 3.3 3.4 3.5 3.7 4.0 4.1 3.8 3.6 3.6 3.6 3.9 3.9 3.2 2.5 2.1 1.7 1.4 1.1 0.8 0.7 0.5 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.7 1.0 1.3 1.6 1.8 2.1 2.4 2.9 3.4 3.6 3.6 3.6 3.7 4.0 4.4 4.6 4.1 3.7 3.6 3.5 3.7 3.6 3.0 2.4 2.0 1.7 1.4 1.1 0.9 0.7 0.5 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.7 0.9 1.2 1.5 1.7 2.1 2.4 3.0 3.7 4.0 3.7 3.6 3.7 3.9 4.2 4.3 3.9 3.6 3.4 3.3 3.2 3.0 2.6 2.3 2.0 1.7 1.4 1.1 0.9 0.7 0.5 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.6 0.8 1.1 1.3 1.7 2.0 2.3 2.8 3.4 3.7 3.5 3.4 3.5 3.6 3.7 3.7 3.5 3.4 3.3 3.1 2.9 2.7 2.4 2.1 1.9 1.6 1.4 1.1 0.9 0.7 0.5 0.4 0.3 0.3 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.6 0.8 1.0 1.2 1.5 1.9 2.2 2.5 2.8 3.1 3.1 3.2 3.3 3.3 3.3 3.3 3.3 3.2 3.1 2.9 2.7 2.5 2.2 2.0 1.7 1.5 1.3 1.1 0.9 0.7 0.5 0.4 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.6 0.7 0.9 1.2 1.4 1.7 2.0 2.2 2.5 2.7 2.8 3.0 3.1 3.1 3.1 3.0 3.0 2.9 2.8 2.6 2.5 2.2 2.0 1.8 1.6 1.4 1.2 1.0 0.8 0.7 0.5 0.4 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.7 0.8 1.1 1.3 1.6 1.8 2.0 2.2 2.4 2.6 2.7 2.7 2.8 2.8 2.7 2.6 2.6 2.4 2.3 2.2 2.0 1.8 1.6 1.4 1.3 1.1 0.9 0.8 0.7 0.6 0.5 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.6 0.8 1.0 1.2 1.4 1.6 1.8 1.9 2.1 2.2 2.3 2.4 2.4 2.4 2.4 2.3 2.2 2.1 2.0 1.9 1.8 1.6 1.5 1.3 1.2 1.0 0.9 0.8 0.7 0.6 0.5 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.6 0.7 0.9 1.1 1.3 1.4 1.5 1.7 1.8 1.9 2.0 2.0 2.1 2.1 2.1 2.1 2.0 1.9 1.8 1.8 1.7 1.5 1.4 1.3 1.2 1.0 0.9 0.8 0.7 0.6 0.5 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.7 0.8 1.0 1.1 1.2 1.3 1.5 1.6 1.7 1.8 1.8 1.9 1.9 1.9 1.9 1.9 1.8 1.8 1.7 1.6 1.5 1.4 1.3 1.2 1.1 0.9 0.8 0.7 0.6 0.5 0.4 0.3 0.3 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.6 0.7 0.9 1.0 1.1 1.2 1.3 1.5 1.6 1.6 1.7 1.8 1.8 1.9 1.9 1.9 1.8 1.8 1.7 1.6 1.6 1.5 1.4 1.2 1.1 1.0 0.9 0.8 0.6 0.5 0.4 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.6 0.7 0.8 0.9 1.0 1.2 1.3 1.4 1.5 1.6 1.7 1.7 1.8 1.9 1.9 1.9 1.9 1.9 1.8 1.8 1.7 1.6 1.5 1.4 1.2 1.1 1.0 0.8 0.7 0.6 0.4 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.5 0.6 0.8 0.9 1.0 1.1 1.3 1.4 1.5 1.6 1.7 1.8 1.9 2.0 2.0 2.1 2.1 2.0 2.0 2.0 1.9 1.8 1.7 1.5 1.4 1.3 1.1 0.9 0.8 0.6 0.5 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.6 0.7 0.9 1.0 1.1 1.3 1.4 1.6 1.7 1.8 2.0 2.1 2.2 2.2 2.3 2.3 2.3 2.3 2.3 2.2 2.1 1.9 1.7 1.6 1.5 1.2 1.0 0.8 0.7 0.5 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.6 0.7 0.9 1.0 1.2 1.3 1.5 1.7 1.9 2.1 2.2 2.3 2.5 2.6 2.6 2.7 2.7 2.7 2.6 2.5 2.4 2.2 2.0 1.8 1.6 1.4 1.1 0.9 0.7 0.6 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.6 0.8 0.9 1.1 1.3 1.5 1.7 1.9 2.1 2.3 2.5 2.7 2.8 2.9 2.9 3.0 3.0 3.0 2.9 2.8 2.7 2.5 2.2 2.0 1.7 1.4 1.2 0.9 0.7 0.6 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.6 0.8 1.0 1.2 1.4 1.6 1.8 2.1 2.4 2.6 2.8 3.0 3.1 3.2 3.2 3.3 3.2 3.2 3.1 3.0 3.0 2.8 2.5 2.1 1.8 1.5 1.3 1.0 0.8 0.6 0.5 0.3 0.3 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.6 0.8 1.0 1.3 1.5 1.8 2.0 2.3 2.6 2.8 3.0 3.1 3.3 3.4 3.5 3.6 3.5 3.4 3.3 3.3 3.5 3.4 2.9 2.3 2.0 1.6 1.3 1.0 0.8 0.6 0.5 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.6 0.8 1.0 1.3 1.5 1.8 2.1 2.4 2.8 3.1 3.2 3.3 3.5 3.7 4.0 4.1 3.9 3.6 3.5 3.5 3.8 3.8 3.1 2.4 2.0 1.7 1.3 1.0 0.8 0.6 0.5 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.6 0.8 1.0 1.3 1.5 1.8 2.2 2.7 3.3 3.6 3.5 3.5 3.6 3.8 4.3 4.5 4.0 3.6 3.5 3.4 3.5 3.4 2.9 2.3 1.9 1.6 1.3 1.0 0.8 0.6 0.5 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.6 0.8 1.0 1.2 1.5 1.9 2.2 2.8 3.6 3.9 3.6 3.5 3.5 3.7 4.0 4.1 3.8 3.5 3.3 3.2 3.0 2.8 2.5 2.1 1.8 1.6 1.3 1.0 0.8 0.6 0.5 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.6 0.7 0.9 1.2 1.5 1.8 2.1 2.6 3.1 3.4 3.3 3.2 3.3 3.4 3.4 3.5 3.3 3.2 3.1 2.9 2.7 2.6 2.3 2.0 1.7 1.5 1.2 1.0 0.8 0.6 0.5 0.3 0.3 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.7 0.9 1.1 1.4 1.7 2.0 2.3 2.6 2.8 2.9 3.0 3.1 3.1 3.1 3.1 3.0 2.9 2.8 2.7 2.5 2.3 2.0 1.8 1.5 1.3 1.1 0.9 0.7 0.6 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.6 0.8 1.0 1.3 1.5 1.8 2.0 2.2 2.5 2.6 2.7 2.8 2.8 2.8 2.7 2.7 2.6 2.5 2.3 2.2 1.9 1.7 1.5 1.3 1.1 1.0 0.8 0.6 0.5 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.6 0.7 0.9 1.2 1.4 1.6 1.8 1.9 2.1 2.2 2.3 2.4 2.4 2.4 2.3 2.3 2.2 2.0 1.9 1.8 1.6 1.4 1.2 1.1 0.9 0.8 0.7 0.6 0.5 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.7 0.8 1.0 1.2 1.4 1.5 1.6 1.7 1.9 1.9 1.9 1.9 1.9 1.9 1.8 1.8 1.7 1.5 1.4 1.3 1.2 1.0 0.9 0.8 0.7 0.6 0.5 0.4 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.6 0.7 0.9 1.0 1.1 1.2 1.3 1.4 1.5 1.5 1.6 1.5 1.6 1.5 1.5 1.4 1.3 1.2 1.1 1.0 0.9 0.8 0.7 0.6 0.5 0.5 0.4 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 1.1 1.1 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.1 1.1 1.0 0.9 0.8 0.8 0.7 0.6 0.5 0.4 0.4 0.3 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.2 0.3 0.3 0.4 0.5 0.6 0.7 0.7 0.8 0.8 0.9 0.9 1.0 1.0 1.0 1.0 0.9 0.9 0.9 0.8 0.8 0.7 0.6 0.6 0.5 0.5 0.4 0.4 0.3 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.2 0.3 0.3 0.4 0.5 0.5 0.6 0.6 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.6 0.6 0.5 0.5 0.5 0.4 0.4 0.3 0.3 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.4 0.4 0.4 0.5 0.5 0.5 0.6 0.6 0.6 0.6 0.6 0.5 0.5 0.5 0.5 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2 2 22 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 22 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 11 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.50.5 0.5 0.5 0.5 0.5 PARKING LOT Illuminance (Fc)Average = 2.18Maximum = 4.6 Minimum = 0.8Avg/Min Ratio = 2.73Max/Min Ratio = 5.75SP1MH: 322.4 2.1 1.8 1. 2.3 2.0 1.6 1. 1 3' above grade 2' 6' L1 -230 -180 -130 -80 -30 20 70 120 170 220 140 90 40 -10 -60 -110 0 0 0 0 0 0 90 0180 270 90 0 4/18/2024 2400479 - Option 2 CY.AGI ORIENTATION OF FLOOD TILT OF FLOOD Client: Project Name: Drawing by:Project #: Date: Scale: SP O R T S L I G H T I N G KJ1" = 30' Dylan Mooney Mlazgar Associates EPH4814 - United Heros League Athletic Complex - Hockey Horizontal levels are taken at the height of the Visual Task or Task Surface SPORTS Lighted Area Class of Play Infield Outfield FC I - over 5000 spectators II - under 5000 spectators III - some spectators IV - no spectators Football Baseball & Softball Horiz. 100 100 150 Max /Min 1.7:1 1.7:1 FC Horiz.Max /Min FC Horiz.Max /Min FC Horiz.Max /Min Recommended Illuminance Criteria - Outdoor Sport and Recreation 100 75 50 30 30 20 1.3:1 CV Max CV Max CV Max CV Max 1.5:1 2:1 2.5:1 3:12.5:1 2:1 0.13 0.13 0.07 0.10 0.17 0.17 0.21 0.21 0.25 50 0.172:1 30 0.212.5:1 20 0.253:1 Volleyball & Basketball 150 Avg 1.5:1 0.10 75 Avg 1.7:1 0.13 30 3:1 0.25 20 4:1 0.30 50 Avg 2:1 0.17 30 Avg 2.5:1 0.21 1.7:175 0.13 50 2:1 0.17 30 2.5:1 0.21 20 3:1 0.25Soccer Rodeo 100 1.7:1 0.17 2:1 0.17 2.5:1 0.21 3:1 0.2575 50 30 30 50 20 20 30 303:1 4:1 4:1 0.25 0.21 0.30 0.30 0.30 0.30 Track Field FC level recommendations based on RP-6-22 Table A-2 Outdoor Sports and Recreation Areas Tennis Pickleball calculated values may vary from actual measurements in certain situations due to variances, such as but not limited to, lamp output, input voltage, ballast variances, manufacturing We make no representation as to its completeness, currency or accuracy because of reasons inherent to CAD and the additional digital data used to produce a lighting application.Lighting Application drawings are being provided to the recipient of this disclaimer. tolerances and application variances. The presence of objects will decrease light levels and may cause some shadowing. actual light levels obtained. This analysis is a mathematical model and can be only as accurate as is permitted by the third party software and the IES standards used. In addition actual accuracy. The user of this data takes full responsibilityfor the accuracy and correctness of all measurements, area, inventories or other data extracted from this, eitherAll digital CAD data appear to be extremely accurate, however, this apparent accuracy is an artifact of the techniques used to generate it, and is in no way intended to imply locations based on specified light levels for exterior applications. Any variance from reflectance values, obstructions, light loss factors or dimensional data will affect the manually or with the use of a computer. This light level analysis is an estimate only, and is based on estimated reflectance values for interior applications or estimated pole EPH-5S MH: 60 1 MH: 60 EPH-4S 2 MH: 60 EPH-5S 3 EPH-4S MH: 60 4 5 MH: 60 EPH-5S MH: 60 6 EPH-4S MH: 60 EPH-4S 7 EPH-5S MH: 60 8 EPH-5S MH: 60 9 10 MH: 60 EPH-4S MH: 60 11 EPH-5S EPH-4S MH: 60 12 MH: 60 EPH-5S 13 MH: 60 EPH-4S 14 15 MH: 60 EPH-4S MH: 60 16 EPH-5S 1.0 1.3 1.6 2.1 2.5 2.9 3.4 4.0 4.2 4.2 4.2 4.2 4.0 3.4 2.9 2.5 2.1 1.6 1.3 1.0 1.3 1.7 2.4 3.3 4.1 5.4 6.6 7.3 7.7 7.8 7.8 7.7 7.3 6.6 5.4 4.1 3.3 2.4 1.7 1.3 1.8 2.6 4.1 5.6 7.7 12.3 15.0 16.2 16.1 15.6 15.6 16.1 16.2 15.0 12.3 7.7 5.6 4.1 2.6 1.8 2.6 4.2 9.3 14.5 21.5 26.9 31.7 30.5 27.1 24.9 24.9 27.1 30.5 31.7 26.9 21.5 14.5 9.3 4.2 2.6 4.3 10.3 21.4 31.7 41.8 47.0 51.9 45.9 39.2 35.7 35.7 39.2 45.9 51.9 47.0 41.8 31.7 21.4 10.3 4.3 7.1 16.2 34.3 49.4 57.5 58.9 60.5 54.0 46.9 43.0 43.0 46.9 54.0 60.5 58.9 57.5 49.4 34.3 16.2 7.1 8.6 19.4 37.4 49.1 58.2 57.8 56.5 54.1 49.8 46.6 46.6 49.8 54.1 56.5 57.8 58.2 49.1 37.4 19.4 8.6 9.4 20.4 36.3 46.7 55.6 56.0 54.5 52.1 49.7 48.4 48.4 49.7 52.1 54.5 56.0 55.6 46.7 36.3 20.4 9.4 8.7 19.6 37.2 48.8 57.9 57.6 56.3 54.0 49.8 46.8 46.8 49.8 54.0 56.3 57.6 57.9 48.8 37.2 19.6 8.7 7.2 16.6 35.0 49.9 58.2 59.1 60.4 54.3 47.3 43.3 43.3 47.3 54.3 60.4 59.1 58.2 49.9 35.0 16.6 7.2 4.6 10.7 22.6 33.1 43.3 48.3 53.1 46.8 40.0 36.4 36.4 40.0 46.8 53.1 48.3 43.3 33.1 22.6 10.7 4.6 2.7 4.4 9.8 15.6 22.8 28.3 33.3 31.5 27.9 25.6 25.6 27.9 31.5 33.3 28.3 22.8 15.6 9.8 4.4 2.7 1.9 2.7 4.3 5.8 8.1 13.1 16.0 17.2 16.9 16.2 16.2 16.9 17.2 16.0 13.1 8.1 5.8 4.3 2.7 1.9 1.3 1.8 2.5 3.5 4.2 5.7 6.9 7.7 8.0 8.2 8.2 8.0 7.7 6.9 5.7 4.2 3.5 2.5 1.8 1.3 Calculation Summary Luminaire Schedule Symbol Qty Expanded Luminaire Location Summary LumNo Label Arrangement Lum. Lumens LLF Description Lum. Watts Label X Y Z Total Watts Orient Tilt Label CalcType Units X-Aimpt Y- Aimpt 1 EPH-5S Avg Max Min Avg/Min Max/Min -102 57 60 315.546 51.059 -49 5 2 EPH-4S -102 57 60 332.19 59.75 -11 9 3 EPH-5S -102 57 60 HORIZONTAL Illuminance Fc 25.35 8 EPH-5S 283.536 42.791 -89 3 4 EPH-4S 60.5 1.0 25.35 60.50 Single 109206 0.920 -102 57 60 HOCKEY Illuminance Fc EPH-08-680R-57-70-5S-HEG-S 697.5 5580 347.535 58.338 -7 36 5 50.60 60.5 35.7 1.42 EPH-5S 102 57 60 224.454 51.059 1.69 49 5 6 EPH-4S 102 57 60 192.465 58.338 7 36 7 EPH-4S 102 8 EPH-4S Single 108978 0.920 EPH-08-680R-57-70-4S-HEG-S 697.5 5580 57 60 207.81 59.75 11 9 8 EPH-5S 102 57 60 256.464 42.791 89 3 9 EPH-5S -102 -57 60 44.454 51.059 -49 -5 10 EPH-4S -102 -57 60 27.81 59.75 -11 -9 11 EPH-5S -102 -57 60 76.464 42.791 -89 -3 12 EPH-4S -102 -57 60 12.465 58.338 -7 -36 13 EPH-5S 102 -57 60 103.536 42.791 89 -3 14 EPH-4S 102 -57 60 152.19 59.75 11 -9 15 EPH-4S 102 -57 60 167.535 58.338 7 -36 16 EPH-5S 102 -57 60 135.546 51.059 49 -5 Total Quantity: 16 HOCKEY Illuminance (Fc) Average = 50.60 Maximum = 60.5 Minimum = 35.7 Avg/Min Ratio = 1.42 Max/Min Ratio = 1.69 Coeff. of Variation = 0.13 Parametric MirrorParame t r i c M i r r o r Page L2 M i n n e a p o l i s T a m p a B i s m a r c k w w w . h t g - a r c h i t e c t s . c o m C O P Y R I G H T © B Y H T G A R C H I T E C T S P R O J E C T I S S U E D S E T R E V I S I O N S D A T E N 0 . D R A W N B Y : C H E C K E D B Y : 1 0 1 0 M a i n s t r e e t , S u i t e 1 0 0 H o p k i n s , M N 5 5 3 4 3 T e l : 9 5 2 . 2 7 8 . 8 8 8 0 1 3 6 0 5 1 s t A v e n u e N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 | a e - m n . c o m P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 A n d e r s o n E n g i n e e r i n g o f M i n n e s o t a , L L C J L N H U N I T E D H E R O E S L E A G U E S T A D I A & L O C K E R R O O M S 0 2 0 4 0 S C A L E I N F E E T E X I S T I N G C O N D I T I O N S S U R V E Y V - 1 0 0 EX. CHILLEREXISTING ICE RINKFFE = 705.0±COCOEXISTINGOUTDOOR RINK M i n n e a p o l i s B i s m a r c k I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y M E O R U N D E R M Y D I R E C T S U P E R V I S I O N , A N D T H A T I A M A D U L Y L I C E N S E D U N D E R T H E L A W S O F T H E S T A T E O F w w w . h t g - a r c h i t e c t s . c o m C O P Y R I G H T © B Y H T G A R C H I T E C T S P R O J E C T I S S U E D S E T R E V I S I O N S D A T E N 0 . R E G . N O . D A T E D R A W N B Y : C H E C K E D B Y : 1 0 1 0 M a i n s t r e e t , S u i t e 1 0 0 H o p k i n s , M N 5 5 3 4 3 T e l : 9 5 2 . 2 7 8 . 8 8 8 0 U N I T E D H E R O E S L E A G U E S T A D I A & L O C K E R R O O M S E N G I N E E R M I N N E S O T A J E F F R E Y W . D E I T N E R , P L A 5 1 8 9 9 0 5 / 1 4 / 2 0 2 4 2 4 1 1 1 9 - A E # 1 7 7 6 0 1 3 6 0 5 1 s t A v e n u e N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 | a e - m n . c o m P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 A n d e r s o n E n g i n e e r i n g o f M i n n e s o t a , L L C J P D J D N O T F O R C O N S T R U C T I O N 0 8 0 ' 1 6 0 ' N O V E R A L L S I T E P L A N C S 1 0 0 PROPERTY LINEFUTUREATHLETICCOMPLEX L E G E N D P R O P E R T Y L I M I T S L I M I T S O F A N D E R S O N S U R V E Y P R I M A R Y B U I L D I N G S E T B A C K E X I S T I N G M I N O R C O N T O U R E X I S T I N G M A J O R C O N T O U R E X I S T I N G C O N C R E T E P A V E M E N T P R O P O S E D C O N C R E T E P A V E M E N T P R O P O S E D W E L L L O C A T I O N F U T U R E A T H L E T I C C O M P L E X 9 6 6 9 6 5 EXISTING PARKING L O T EXISTINGDIRT TRAILS P O N D P E R P H A S E 1 P L A N S RAVENNA TRAIL R A V E N N A T R A I L E X I S T I N G U N I T E D H E R O E S L E A G U E W A R E H O U S E / O F F I C E B U I L D I N G E X I S T I N G H O U S E PROPERTY LINE P R O P E R T Y L I N E SEE SHEET CS101 I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y M E O R U N D E R M Y D I R E C T S U P E R V I S I O N , A N D T H A T I A M A D U L Y L I C E N S E D L A N D S C A P E A R C H I T E C T U N D E R T H E L A W S O F T H E S T A T E O F M I N N E S O T A . 1 8 5 ' E X I S T I N G C O N C R E T E A P R O N EXISTING PARKING L O T EX. CHILLER E X I S T I N G I C E R I N K F F E = 7 0 5 . 0 ± COCO E X I S T I N G O U T D O O R R I N K 22.0'82.2'26.2'20.5'24.6'82.2' 3 0 . 3 ' 10.0' 1 8 . 9 ' 28.9'26.7' 7 6 . 5 ' 2 6 . 2 ' 7 6 . 3 ' 12' M i n n e a p o l i s B i s m a r c k I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y M E O R U N D E R M Y D I R E C T S U P E R V I S I O N , A N D T H A T I A M A D U L Y L I C E N S E D U N D E R T H E L A W S O F T H E S T A T E O F w w w . h t g - a r c h i t e c t s . c o m C O P Y R I G H T © B Y H T G A R C H I T E C T S P R O J E C T I S S U E D S E T R E V I S I O N S D A T E N 0 . R E G . N O . D A T E D R A W N B Y : C H E C K E D B Y : 1 0 1 0 M a i n s t r e e t , S u i t e 1 0 0 H o p k i n s , M N 5 5 3 4 3 T e l : 9 5 2 . 2 7 8 . 8 8 8 0 U N I T E D H E R O E S L E A G U E S T A D I A & L O C K E R R O O M S E N G I N E E R M I N N E S O T A J E F F R E Y W . D E I T N E R , P L A 5 1 8 9 9 0 5 / 1 4 / 2 0 2 4 2 4 1 1 1 9 - A E # 1 7 7 6 0 1 3 6 0 5 1 s t A v e n u e N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 | a e - m n . c o m P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 A n d e r s o n E n g i n e e r i n g o f M i n n e s o t a , L L C J P D J D N O T F O R C O N S T R U C T I O N P R O P E R T Y L I N E PROPERTY LINE E N L A R G E D S I T E P L A N C S 1 0 1 0 2 0 ' 4 0 ' N L E G E N D P R O P E R T Y L I M I T S L I M I T S O F A N D E R S O N S U R V E Y P R I M A R Y B U I L D I N G S E T B A C K E X I S T I N G I C E R I N K B O A R D S E X I S T I N G G A S L I N E E X I S T I N G U N D E R G R O U N D E L E C T R I C L I N E E X I S T I N G C O N C R E T E W A L K P R O P O S E D C O N C R E T E W A L K P R O P O S E D W E L L P R O P O S E D H O L D I N G T A N K S ( 1 7 . 6 ' X 8 . 5 ' ) F U T U R E A T H L E T I C C O M P L E X P H A S E 1 L O C K E R R O O M B L D G F U T U R E B L E A C H E R S T R U C T U R E E Q U I P M E N T F E N C E F U T U R E A T H L E T I C C O M P L E X K E Y N O T E S F U T U R E L A N D S C A P E P L A N T E R S I C E R I N K S C O R E B O A R D S T A D I U M L I G H T S E Q U I P M E N T S C R E E N I N G F E N C E . F U T U R E A D A A C C E S S I B L E R A M P F O R B L E A C H E R S T R U C T U R E . . S E E A R C H I T E C T U R A L P L A N S . P R O P O S E D C O N C R E T E B O L L A R D S ( T Y P ) . S E E D E T A I L 3 / C - 5 0 1 1 2 3 4 3 1 1 3 4 323 5 5 5 6 6 P H A S E 1 L O C K E R R O O M B U I L D I N G 6 F U T U R E B L E A C H E R S T R U C T U R E P R O P O S E D ( 5 ) 3 , 1 4 0 G A L L O N S E P T I C H O L D I N G T A N K S . ( 1 5 . 3 ' X 8 . 5 ' ) ANDERSON ENGINEERING'SSURVEY LIMITS I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y M E O R U N D E R M Y D I R E C T S U P E R V I S I O N , A N D T H A T I A M A D U L Y L I C E N S E D L A N D S C A P E A R C H I T E C T U N D E R T H E L A W S O F T H E S T A T E O F M I N N E S O T A . E X I S T I N G C O N C R E T E A P R O N EXISTING PARKING L O T EX. CHILLER E X I S T I N G I C E R I N K F F E = 7 0 5 . 0 ± 7 0 4 704 7 0 3 7 0 2 7 0 2 699 700 701 7046983:1 COCO 1.5% 1. 5 % 2.5% 5.0% 3.3% 3.3% 1 . 5 % 3 . 0 % 1.0%1.8%705 705 M E 7 0 4 . 9 ± ME 705. 0 ± 704.2704.3 7 0 4 . 4 M E 7 0 4 . 4 ± ME 704.7±ME 704.5±ME 704.7± M E 7 0 4 . 7 ± 704.3704.3 7 0 3 . 9 7 0 4 . 3 7 0 4 . 6 704.8 7 0 4 . 8 7 0 5 . 7 7 0 5 . 7 M E 7 0 5 . 0 ± M E 7 0 5 . 0 ± M E 7 0 5 . 0 ± 70 5 . 5 7 0 5 . 5 7 0 5 . 5 7 0 5 . 5 70 5 . 5 ME 704.8±ME 704.7± 7 0 5 . 7 7 0 5 . 5 M E 7 0 4 . 8 ± M E 7 0 4 . 7 ± M E 7 0 4 . 7 ± 705.3 7 0 5 . 3 E X I S T I N G O U T D O O R R I N K F F E = 7 0 5 . 0 ± R. 704.7 R. 704.1 M i n n e a p o l i s B i s m a r c k I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y M E O R U N D E R M Y D I R E C T S U P E R V I S I O N , A N D T H A T I A M A D U L Y L I C E N S E D U N D E R T H E L A W S O F T H E S T A T E O F w w w . h t g - a r c h i t e c t s . c o m C O P Y R I G H T © B Y H T G A R C H I T E C T S P R O J E C T I S S U E D S E T R E V I S I O N S D A T E N 0 . R E G . N O . D A T E D R A W N B Y : C H E C K E D B Y : 1 0 1 0 M a i n s t r e e t , S u i t e 1 0 0 H o p k i n s , M N 5 5 3 4 3 T e l : 9 5 2 . 2 7 8 . 8 8 8 0 U N I T E D H E R O E S L E A G U E S T A D I A & L O C K E R R O O M S E N G I N E E R M I N N E S O T A J E F F R E Y W . D E I T N E R , P L A 5 1 8 9 9 0 5 / 1 4 / 2 0 2 4 2 4 1 1 1 9 - A E # 1 7 7 6 0 1 3 6 0 5 1 s t A v e n u e N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 | a e - m n . c o m P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 A n d e r s o n E n g i n e e r i n g o f M i n n e s o t a , L L C J P D J D N O T F O R C O N S T R U C T I O N P R O P E R T Y L I N E PROPERTY LINE G R A D I N G P L A N C G 1 0 0 0 2 0 ' 4 0 ' N L E G E N D P R O P E R T Y L I M I T S L I M I T S O F A N D E R S O N S U R V E Y P R I M A R Y B U I L D I N G S E T B A C K E X I S T I N G M I N O R C O N T O U R E X I S T I N G M A J O R C O N T O U R P R O P O S E D M I N O R C O N T O U R P R O P O S E D M A J O R C O N T O U R E X I S T I N G S P O T E L E V A T I O N D R A I N A G E A R R O W E X I S T I N G C O N C R E T E W A L K P R O P O S E D C O N C R E T E W A L K F U T U R E A T H L E T I C C O M P L E X P H A S E 1 L O C K E R R O O M B L D G F U T U R E B L E A C H E R S T R U C T U R E S I L T F E N C E 9 6 6 9 6 5 P R O P O S E D ( 5 ) 3 , 1 4 0 G A L L O N S E P T I C H O L D I N G T A N K S . ( 1 5 . 3 ' X 8 . 5 ' ) ANDERSON ENGINEERING'SSURVEY LIMITS F U T U R E A T H L E T I C C O M P L E X 9 6 6 9 6 5 S P O T E L E V A T I O N K E Y M A T C H E X I S T I N G G R A D E H I G H P O I N T E L E V A T I O N R I M E L E V A T I O N I N V E R T E L E V A T I O N F I N I S H E D F L O O R E L E V A T I O N M E / ± H P R . I . F F E G E N E R A L N O T E S 1 . T H E T O T A L D I S T U R B E D A R E A I S E Q U A L T O 0 . 5 1 A C R E S . A N M P C A P E R M I T I S N O T R E Q U I R E D . 2 . P R O P O S E D S P O T E L E V A T I O N S A R E T O T O P O F F I N I S H E D S U R F A C E U N L E S S O T H E R W I S E N O T E D I N L E G E N D . 3 . T A K E A L L N E C E S S A R Y P R E C A U T I O N S T O P R O T E C T E X I S T I N G U T I L I T I E S . L O C A T I O N S O F U T I L I T I E S S H O W N B A S E D O N S U R V E Y A N D A S - B U I L T I N F O R M A T I O N A N D M A Y N O T R E P R E S E N T A C T U A L C O N D I T I O N S . C O N T R A C T O R I S R E S P O N S I B L E F O R U T I L I Z I N G U T I L I T Y L O C A T E S P R I O R T O S T A R T I N G A N Y W O R K . 4 . C O N T R A C T O R I S R E S P O N S I B L E T O Q U A N T I F Y S O I L I M P O R T O R E X P O R T A N D P E R F O R M T H E I R O W N Q U A N T I T Y T A K E O F F S F R O M T H E D R A W I N G S . O N S I T E E X C A V A T I O N O F S O I L M A Y B E N E C E S S A R Y T O A C H I E V E F I N A L G R A D E S . C O N T R A C T O R S H A L L C O O R D I N A T E A D D I T I O N A L O N S I T E B O R R O W A R E A S W I T H O W N E R A N D E N G I N E E R . S U I T A B L E O F F S I T E I M P O R T M A T E R I A L M A Y B E N E C E S S A R Y T O A C H I E V E F I N A L G R A D E S . C O N T R A C T O R T O C O O R D I N A T E W I T H G E O T E C H N I C A L E N G I N E E R T O V E R I F Y I M P O R T . 5 . C O N T R A C T O R S H A L L E X C A V A T E A N D D I S P O S E O F U N S U I T A B L E O R C O N T A M I N A T E D S O I L S I F D I S C O V E R E D O N S I T E I N A C C O R D A N C E W I T H A P P L I C A B L E R E G U L A T I O N A N D A S D I R E C T E D B Y G E O T E C H N M I C A L E N G I N E E R . 6 . C O N T R A C T O R I S R E S P O N S I B L E F O R M E E T I N G G R A D I N G / C O M P A C T I O N R E Q U I R E M E N T S O U T L I N E D I N T H E G E O T E C H N I C A L R E P O R T A N D S P E C I F I C A T I O N S F O R T H I S P R O J E C T . 7 . G R A D I N G E L E V A T I O N S T O C O N F O R M T O M N D O T S P E C 2 1 0 6 . 3 . I 8 . S O I L C O M P A C T I O N T E S T I N G S H A L L F O L L O W T H E F R E Q U E N C Y O U T L I N E D I N T H E G E O T E C H N I C A L R E P O R T . 9 . C O N T R A C T O R S H A L L C O O R D I N A T E S O I L T E S T I N G A N D I N S P E C T I O N S W I T H T H E G E O T E C H N I C A L E N G I N E E R . 1 0 . E X I S T I N G S P O T E L E V A T I O N S A T M A T C H P O I N T S A R E B A S E D O F F O F E X I S T I N G S I T E S U R V E Y D A T E . C O N T R A C T O R I S R E S P O N S I B L E F O R V E R I F Y I N G C O N N E C T I O N P O I N T S P R I O R T O I N S T A L L A T I O N . N O T I F Y E N G I N E E R W I T H I N 2 4 H O U R S O F A L L D I S C R E P A N C I E S . F F E = 7 0 5 . 7 ± P H A S E 1 L O C K E R R O O M B U I L D I N G F U T U R E B L E A C H E R S T R U C T U R E G E N E R A L S O D D I N G , S E E D I N G & T O P S O I L N O T E S : 1.GRADING CONTRACTORS SHALL VERIFY LOCATIONS AND ELEVATIONS OF ALL UNDERGROUND UTILITIES WITH THE RESPECTIVE UTILITYCOMPANIES PRIOR TO CONSTRUCTION.2.ALL EROSION CONTROL MEASURES CALLED FOR ON THESE PLANS AND SPECIFICATIONS, WHICH MAY INCLUDE SILT FENCE, SEDIMENTATIONBASINS OR TEMPORARY SEDIMENT TRAPS, SHALL BE CONSTRUCTED AND SERVICEABLE IN THE FOLLOWING ORDER:A.ROCK CONSTRUCTION ENTRANCES A MINIMUM OF 50 FEETB.SILT FENCEC.TEMPORARY CULVERTSD.TEMPORARY SEDIMENTATION BASINS AND OUTFALL FACILITIESE.STORMWATER POND CONSTRUCTIONF.COMMON EXCAVATION AND EMBANKMENT (GRADING)G.SEED AND MULCH OR SODH.BIO-ROLL BARRIERS IN FINISHED GRADED AREASI.INLET AND OUTLET FACILITIES SUBSEQUENT TO STORM SEWER WORK3.GRADING CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL EROSION CONTROL MEASURES IN ACCORDANCE WITH CITY AND NPDES PHASEII PERMITTING REQUIREMENTS AS WELL AS EROSION CONTROL MEASURES AS MAY BE SHOWN ON THESE PLANS OR SPECIFICATIONS.GRADING CONTRACTOR SHALL IMPLEMENT ANY ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED TO PROTECT ADJACENTPROPERTY.4.ALL EROSION CONTROL FACILITIES SHALL BE MAINTAINED BY THE CONTRACTOR DURING GRADING OPERATIONS. ANY TEMPORARYFACILITIES WHICH ARE TO BE REMOVED AS CALLED FOR ON THESE PLANS AND SPECIFICATIONS SHALL BE REMOVED BY THE GRADINGCONTRACTOR WHEN DIRECTED BY THE ENGINEER. THE GRADING CONTRACTOR SHALL RESTORE THE SUBSEQUENTLY DISTURBED AREA INACCORDANCE WITH THESE PLANS AND SPECIFICATIONS.5.THE GRADING CONTRACTOR SHALL SCHEDULE THE SOILS ENGINEER SO THAT CERTIFICATION OF ALL CONTROLLED FILLS WILL BEFURNISHED TO THE OWNER DURING AND UPON COMPLETION OF THE PROJECT.6.ALL DISTURBED AREAS, EXCEPT AREAS TO BE PAVED AND/OR SPECIFICALLY DESIGNED BY A LANDSCAPE PLAN, SHALL BE COVERED WITH AMINIMUM 6" OF TOP SOIL OR AS INDICATED IN SPECIFICATIONS OR LANDSCAPING PLAN. ALL DISTURBED AREAS SHALL BE SEEDED &MULCHED AT THE PRESCRIBED RATES WITHIN 72 HOURS OF FINAL GRADING UNLESS OTHERWISE NOTED.SEED MIX:MNDOT NO. 25-14159# / ACREMULCH:TYPE 12 TONS / ACRE (DISK ANCHORED)FERTILIZER:TYPE 3 22-5-10350# / ACREALL EXPOSED SOIL AREAS WITH A CONTINUOUS POSITIVE SLOPE WITHIN 200 LINEAL FEET OF ANY SURFACE WATER, MUST HAVETEMPORARY EROSION PROTECTION OR PERMANENT COVER FOR THE EXPOSED SOIL AREAS YEAR ROUND, ACCORDING TO THEFOLLOWING TABLE OF SLOPES AND TIME FRAMES:TYPE OF SLOPETIME (Maximum time an area can remain open when the area is not actively being worked)STEEPER THAN 3:17 DAYS10:1 TO 3:1 4 DAYSFLATTER THAN 10:121 DAYS7.THE EXISTING TOPOGRAPHY AND CONTOUR ELEVATIONS SHOWN ON THE PLAN WERE TAKEN FROM A PLAN FURNISHED BY O W N E R . 8.CONTRACTORS GRADING AND EROSION CONTROL OPERATIONS SHALL TAKE PLACE WITHIN THE CONSTRUCTION LIMITS.9.IT IS REQUIRED THAT SOILS TRACKED FROM THE SITE BY MOTOR VEHICLES BE CLEANED DAILY FROM PAVED ROADWAY SURF A C E S THROUGHOUT THE DURATION OF CONSTRUCTION.10.PROVIDE TEMPORARY SEDIMENTATION BASINS AS DIRECTED BY THE ENGINEER.11.ALL REQUIREMENTS OF THE LOCAL WATERSHED DISTRICT SHALL BE SATISFIED PER THE APPROVED PERMIT.12.ALL EROSION & SEDIMENT CONTROL MEASURES SHOWN ON THIS PLAN AND IMPLEMENTED IN THE FIELD AS DIRECTED BY THE E N G I N E E R SHALL CONFORM TO THE MPCA'S "PROTECTING WATER QUALITY IN URBAN AREAS: BEST MANAGEMENT PRACTICES FOR MINN E S O T A " . 13.DEWATERING AND / OR BASIN DRAINING DISCHARGE SHALL BE DIRECTED TO SEDIMENTATION BASINS WHEREVER POSSIBLE. A L L DISCHARGE POINTS SHALL BE ADEQUATELY PROTECTED FROM EROSION & SCOUR THROUGH USE OF APPROVED ENERGY DIS S I P A T I O N DEVICES.14.ALL SOLID WASTE / CONSTRUCTION DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH MPCA REQUIREMENTS. HAZARDO U S M A T E R I A L S SHALL BE STORED / DISPOSED OF IN COMPLIANCE WITH MPCA REGULATIONS.15.CONTRACTOR SHALL USE RAPID STABILIZATION METHODS PER MNDOT 2575 AS NEEDED DURING THE COURSE OF THE WORK T O M A I N T A I N CONFORMANCE WITH THE CITY AND NPDES II PERMIT REQUIREMENTS. THIS WORK SHALL CONSIST OF OPERATIONS NECESSA R Y T O RAPIDLY STABILIZE SMALL CRITICAL AREA, TO PREVENT OFF SITE SEDIMENTATION AND / OR TO COMPLY WITH PERMIT REQUI R E M E N T S . T H E WORK MAY BE PERFORMED AT ANY TIME DURING THE CONTRACT AND DURING NORMAL WORKING HOURS. THIS WORK WILL B E CONDUCTED ON SMALL AREAS THAT MAY OR MAY NOT BE ACCESSIBLE WITH NORMAL EQUIPMENT. THIS WORK SHALL BE DON E I N ACCORDANCE WITH THE APPLICABLE MNDOT STANDARDS SPECIFICATIONS, THE DETAILS SHOWN IN THE PLANS, AND THE FOL L O W I N G : THERE ARE FIVE STABILIZATION METHODS APPROVED FOR THESE OPERATIONS. THESE METHODS MAY BE CONDUCTED INDE P E N D E N T L Y OR IN COMBINATION.METHODRAPID STABILIZATION1TYPE 1 MULCH WITH DISC ANCHORING2TYPE 3 MULCH WITH TYPE HYDRAULIC MULCH3TYPE HYDRAULIC MULCH WITH SEED MIXTURE 22-114CATEGORY 3 EROSION CONTROL BLANKET WITH SEED MIXTURE5RIPRAP CLASS II WITH GEOTEXTILE TYPE IIITHESE EFFORTS WILL BE INCIDENTAL TO THE EROSION CONTROL BID ITEM. 1 6 . C H A N G E O F C O V E R A G E : F O R S T O R M W A T E R D I S C H A R G E S F R O M C O N S T R U C T I O N P R O J E C T S W H E R E T H E O W N E R O R O P E R A T O R C H A N G E S , ( E . G . , A N O R I G I N A L D E V E L O P E R S E L L S P O R T I O N S O F T H E P R O P E R T Y T O V A R I O U S B U I L D E R S ) T H E N E W O W N E R O R O P E R A T O R M U S T S U B M I T A S U B D I V I S I O N R E G I S T R A T I O N W I T H I N 7 D A Y S O F A S S U M I N G T R A N S F E R S , S A L E O R C L O S I N G O N T H E P R O P E R T Y . 1 7 . I N D I V I D U A L S I T E B U I L D E R S S H A L L B E R E S P O N S I B L E F O R P R O V I D I N G A N Y A N D A L L N E C E S S A R Y E R O S I O N C O N T R O L M E A S U R E S A S M A Y B E R E Q U I R E D . R E Q U I R E D E C M ' S S H A L L C O N S I S T O F B U T N O T B E L I M I T E D T O T H E F O L L O W I N G : A . S T A K E D F I B E R L O G R O L L S A T B A C K O F A L L C U R B E X C E P T A T C O N S T R U C T I O N / D R I V E W A Y E N T R A N C E . B . S I L T F E N C E O N A L L D O W N G R A D I E N T S L O P E S F R O M C O N S T R U C T I O N A R E A . S I L T F E N C E S H A L L H A V E T H E B O T T O M D U G I N W I T H S O I L F I R M L Y C O M P A C T E D . C . R O C K C O N S T R U C T I O N E N T R A N C E H A V I N G 1 " T O 2 " C L E A R R O C K O V E R G E O T E X T I L E F A B R I C . D . S T R E E T C L E A N I N G A S M A Y B E R E Q U I R E D S H O U L D V E H I C L E T R A C K I N G O C C U R . I N D I V I D U A L S I T E B U I L D E R S A R E R E Q U I R E D T O M A I N T A I N E C M ' S U N T I L S U C H T I M E A S I N D I V I D U A L Y A R D S / V E G E T A T I O N A R E E S T A B L I S H E D . 1 8 . C O N T R A C T O R S H A L L P R O V I D E A T E M P O R A R Y S E D I M E N T A T I O N B A S I N O N S I T E F O R C O N S T R U C T I O N W A S H O U T U S E . T E M P O R A R Y B A S I N S H A L L B E L O C A T E D A S T O P R O V I D E E A S Y A C C E S S F O R C O N S T R U C T I O N V E H I C L E S A N D C O N C R E T E T R U C K S A S N E C E S S A R Y . 1 9 . I N L E T S E D I M E N T A T I O N C O N T R O L I S T O B E P R O V I D E D T O A L L S T O R M S E W E R C A T C H B A S I N T H R O U G H O U T C O N S T R U C T I O N . M E A S U R E S A P P L I E D S H A L L C O M P L Y W I T H B E S T M A N A G E M E N T P R A C T I C E S F O R M I N N E S O T A A N D A P P L I C A T I O N O F N P D E S P H A S E I I A S A P P R O P R I A T E F O R P H A S E O F C O N S T R U C T I O N . 2 0 . C O N T R A C T O R S H A L L P R E V E N T S O I L L O S S D U R I N G C O N S T R U C T I O N D U E T O W I N D E R O S I O N T H R O U G H O U T C O N S T R U C T I O N . D U S T S H A L L B E S U P P R E S S E D T H O U G H T H E A P P L I C A T I O N S O F W A T E R , A S D E E M E D N E C E S S A R Y B Y T H E C O N T R A C T O R , O R T H R O U G H E Q U I V A L E N T B M P ' S A S A P P R O V E D B Y T H E E N G I N E E R . 2 1 . I F L E E D A C C R E D I T A T I O N I S A P P L I C A B L E , C O N T R A C T O R S H A L L D O C U M E N T T H E I M P L E M E N T A T I O N O F T H E E R O S I O N A N D S E D I M E N T A T I O N C O N T R O L P L A N T H R O U G H D A T E - S T A M P E D P H O T O S A N D I N S P E C T I O N L O G S / R E P O R T S . R E P O R T S S H A L L I N C L U D E A T A M I N I M U M D E S C R I P T I O N O F A L L E M P L O Y E D B M P ' S ( I N C L U D I N G B O T H M E A S U R E S T O P R E V E N T S O I L L O S S D U E T O R U N O F F A N D S O I L L O S S D U E T O W I N D E R O S I O N ) , B M P ' S D E E M E D U N N E C E S S A R Y D U E T O S I T E C O N D I T I O N S , C O R R E C T I V E A C T I O N S T A K E N I N R E S P O N S E T O P R O B L E M S , A N D A N Y A D D I T I O N A L I N F O R M A T I O N R E L E V A N T T O T H E C O N D I T I O N O F T H E E R O S I O N A N D S E D I M E N T C O N T R O L P L A N A S I T W A S E S T A B L I S H E D A T T H E T I M E O F C O N S T R U C T I O N . S T O R M W A T E R P O L L U T I O N P R E V E N T I O N P L A N S C H E D U L E O F I N S T A L L A T I O N & M A I N T E N A N C E I T E M I N S T A L L A T I O N I N S P E C T I O N & M A I N T E N A N C E R E M O V A L S I L T F E N C E P R I O R T O C O M M E N C E M E N T O F E A R T H W O R K O P E R A T I O N S . I N S P E C T & M A I N T . A F T E R E A C H R U N - O F F E V E N T . R E M O V E S E D I M E N T S A S R E Q U I R E D . A F T E R T R I B U T A R Y D R A I N A G E A R E A I S R E S T O R E D . R O C K C O N S T . E N T R A N C E P R I O R T O C O M M E N C E M E N T O F E A R T H W O R K O P E R A T I O N S . I N S P E C T R E G U L A R L Y . M A I N T A I N A S N E E D E D . P R I O R T O P A V I N G . O U T L E T S K I M M E R S T R U C T U R E A F T E R P O N D G R A D I N G I S C O M P L E T E D . I N S P E C T R E G U L A R L Y . M A I N T A I N A S N E E D E D . P E R M A N E N T . R I P - R A P & F I L T E R U P O N C O M P L E T I O N O F P O N D G R A D I N G , C O N C . S W A L E C O N S T . A N D O U T L E T I N S T A L L A T I O N . I N S P E C T & M A I N T A I N A T L E A S T A N N U A L L Y A N D A F T E R H E A V Y R A I N F A L L E V E N T . P E R M A N E N T . D E T E N T I O N P O N D D U R I N G E A R T H W O R K O P E R A T I O N S . A F T E R H E A V Y R A I N F A L L E V E N T S . R E M O V E S E D I M E N T S A S N E E D E D . P E R M A N E N T . S E E D & M U L C H A F T E R P O N D G R A D I N G I S C O M P L E T E D . I N S P E C T & M A I N T A I N A F T E R H E A V Y R A I N S . R E P L A C E W A S H - O U T A R E A S I M M E D I A T E L Y N O R E M O V A L N E C E S S A R Y . I N L E T P R O T E C T I O N U P O N I N L E T C O N S T R U C T I N G W H E N 1 / 3 C A P A C I T Y O F B M P I S R E A C H E D A F T E R T R I B U T A R Y A R E A S A R E F U L L Y R E S T O R E D STORM WATER POLLUTION PREVENTION PLAN NOTES:CALL 48 HOURS BEFORE DIGGING:TWIN CITY AREA (651)454-0002MINNESOTA TOLL FREE 1-800-252-1166 GOPHER STATE ONE CALL 1 . A R E A S T O R E C E I V E S E E D S H A L L H A V E A 6 ” M I N I M U M D E P T H O F T O P S O I L . T O P S O I L S H A L L P R O V I D E F E R T I L E , F R I A B L E , N A T U R A L L O A M , S U R F A C E S O I L , R E A S O N A B L Y F R E E O F S U B S O I L , C L A Y C L U M P S , B R U S H W E E D S A N D O T H E R L I T T E R , A N D F R E E O F R O O T S , S T U M P S , S T O N E L A R G E R T H A N 1 ” I N A N Y D I M E N S I O N , A N D O T H E R E X T R A N E O U S O R T O X I C M A T T E R H A R M F U L T O P L A N T G R O W T H . 2 . A L L A R E A S S P E C I F I E D A S ' R O U G H S E E D ' T O B E S E E D E D W I T H M N D O T S E E D M I X 2 5 0 A T A R A T E O F 1 5 0 L B S . / A C . W I T H 2 T O N S S H R E D D E D A N D P U N C H E D I N P L A C E S T R A W P E R A C R E . H Y D R O S E E D I N G & M U L C H I N G I S A N A C C E P T A B L E A L T E R N A T E . 3 . A L L A R E A S S P E C I F I E D A S " M N D O T 2 5 - 1 3 1 " T O B E S E E D E D P E R M N D O T R E C O M M E N D E D A P P L I C A T I O N R A T E S A N D M E T H O D S . " M N D O T 2 5 - 1 3 1 " O R A P P R O V E D E Q U A L I S A B A S I S O F D E S I G N . C O N T R A C T O R I S R E S P O N S I B L E F O R A L L E R O S I O N C O N T R O L N E E D S T O E S T A B L I S H V I G O R O U S G R O W T H P E R M N D O T 2 0 1 4 S E E D I N G M A N U A L S T A N D A R D S . I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y M E O R U N D E R M Y D I R E C T S U P E R V I S I O N , A N D T H A T I A M A D U L Y L I C E N S E D L A N D S C A P E A R C H I T E C T U N D E R T H E L A W S O F T H E S T A T E O F M I N N E S O T A . E X I S T I N G C O N C R E T E A P R O N EXISTING PARKING L O T EX. CHILLER E X I S T I N G I C E R I N K F F E = 7 0 5 . 0 ± COCO FUTURE SANITARY SEWER100 LF 6" PVC @ 1.0%R. 704.7I. 695.7 ( I N ) I. 697.7 21 LF 6" PVC @ 1.0 % SMH-3R. 704.1I. 696.0 (IN)I. 695.9 (OUT)60 LF 6" PVC @ 1.0%CO-2R. 704.2I. 696.6 45° BEND22.5° BEND22.5° BEND (2) 45° BENDS45° BEND11.25° BEND CO-1R. 704.6I. 697.65 LF 6" PVC @ 1.0%94 LF 2" C901 WM @8' MIN DEPTH 50'20' E X I S T I N G O U T D O O R R I N K F F E = 7 0 5 . 0 ± M i n n e a p o l i s B i s m a r c k I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y M E O R U N D E R M Y D I R E C T S U P E R V I S I O N , A N D T H A T I A M A D U L Y L I C E N S E D U N D E R T H E L A W S O F T H E S T A T E O F w w w . h t g - a r c h i t e c t s . c o m C O P Y R I G H T © B Y H T G A R C H I T E C T S P R O J E C T I S S U E D S E T R E V I S I O N S D A T E N 0 . R E G . N O . D A T E D R A W N B Y : C H E C K E D B Y : 1 0 1 0 M a i n s t r e e t , S u i t e 1 0 0 H o p k i n s , M N 5 5 3 4 3 T e l : 9 5 2 . 2 7 8 . 8 8 8 0 U N I T E D H E R O E S L E A G U E S T A D I A & L O C K E R R O O M S E N G I N E E R M I N N E S O T A J E F F R E Y W . D E I T N E R , P L A 5 1 8 9 9 0 5 / 1 4 / 2 0 2 4 2 4 1 1 1 9 - A E # 1 7 7 6 0 1 3 6 0 5 1 s t A v e n u e N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 | a e - m n . c o m P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 A n d e r s o n E n g i n e e r i n g o f M i n n e s o t a , L L C J P D J D N O T F O R C O N S T R U C T I O N P R O P E R T Y L I N E PROPERTY LINE U T I L I T Y P L A N C U 1 0 0 0 2 0 ' 4 0 ' N F U T U R E A T H L E T I C C O M P L E X L E G E N D P R O P E R T Y L I M I T S C O N S T R U C T I O N L I M I T S E X I S T I N G I C E R I N K E X I S T I N G G A S L I N E E X I S T I N G U N D E R G R O U N D E L E C T R I C L I N E W A T E R M A I N S A N I T A R Y S E W E R W A T E R M A I N F I T T I N G S E P T I C H O L D I N G T A N K K E Y N O T E S S E P T I C H O L D I N G T A N K S - ( 5 ) 3 , 1 4 0 G A L . S E E D E T A I L 1 / C - 5 0 2 W E L L L O C A T I O N I N S T A L L 2 " F R O S T F R E E Y A R D H Y D R A N T I N S T A L L 2 " X 2 " T E E I N S T A L L S A N I T A R Y S E W E R I N S U L A T I O N O V E R E N T I R E L E N G T H O F P V C S E W E R P I P E ( T Y P . ) S E E D E T A I L 4 / C - 5 0 1 . 1 2 G E N E R A L N O T E S 1 . A L L C O N S T R U C T I O N S H A L L C O M P L Y W I T H T H E 2 0 2 2 E D I T I O N O F M N D O T S P E C I F I C A T I O N S , U N L E S S D I R E C T E D O T H E R W I S E . 2 . T H E C O N T R A C T O R I S R E Q U I R E D T O A D H E R E T O T H E S P E C I F I C A T I O N S A N D R E G U L A T I O N S S E T F O R T H B Y T H E C I T Y / U T I L I T Y P R O V I D E R , C E A M , A N D M I N N E S O T A P L U M B I N G C O D E ( M I N N E S O T A R U L E S C H A P T E R 4 7 1 4 ) C O N C E R N I N G T H E M A T E R I A L S , I N S T A L L A T I O N , A N D T E S T I N G O F W A T E R A N D S A N I T A R Y U T I L I T I E S . V E R I F Y R E C E I P T O F A L L R E Q U I R E D P E R M I T S P R I O R T O C O N S T R U C T I O N . 3 . O N L Y E X I S T I N G T O P O G R A P H I C A N D U T I L I T Y I N F O R M A T I O N W I T H I N T H E I L L U S T R A T E D L I M I T S W E R E P R E P A R E D B Y A N D E R S O N E N G I N E E R I N G . I N F O R M A T I O N O U T S I D E O F T H E L I M I T S H A S B E E N P R O V I D E D B Y I M E G - A R C H I T E C T S . B E A D V I S E D T H A T T H E L O C A T I O N A N D T Y P E O F E X I S T I N G U T I L I T I E S S H O W N O N T H E P L A N S A R E F O R G E N E R A L I N F O R M A T I O N O N L Y . T H E I N F O R M A T I O N I S N O T W A R R A N T E D T O B E A C C U R A T E O R C O M P L E T E . T H E C O N T R A C T O R , I N C O O P E R A T I O N W I T H T H E A P P R O P R I A T E U T I L I T Y C O M P A N Y O R M U N I C I P A L I T Y , I S R E S P O N S I B L E F O R V E R I F Y I N G T H E L O C A T I O N , S I Z E , A N D D E P T H O F A L L U N D E R G R O U N D U T I L I T I E S . 2 1 F F E = 7 0 5 . 7 ± W E L L I N F O R M A T I O N M I N N E S O T A D E P A R T M E N T O F H E A L T H C A T E G O R I Z A T I O N : N O N C O M M U N I T Y T R A N S I A N T D E F I N I T I O N - F A C I L I T Y T H A T S E R V E S A N A V E R A G E O F 2 5 O R M O R E P E O P L E F O R A T L E A S T 6 0 D A Y S P E R Y E A R . 1 . W E L L S H A L L B E C O N S T R U C T E D I N A C C O R D A N C E W I T H C U R R E N T M I N N E S O T A D E P A R T M E N T O F H E A L T H C O D E S A N D R E Q U I R E M E N T S . 2 . C O M P L I A N C E W I T H I S O L A T I O N D I S T A N C E S P E R M I N N E S O T A D E P A R T M E N T O F H E A L T H S H A L L B E C O N F I R M E D A N D D O C U M E N T E D B Y T H E C O N T R A C T O R I N T H E F I E L D . 3 . R E F E R T O M E C H A N I C A L P L A N S F O R A D D I T I O N A L I N F O R M A T I O N O N W A T E R S Y S T E M / W A T E R T R E A T M E N T . S E P T I C I N F O R M A T I O N C L A S S I F I C A T I O N O F F A C I L I T Y U S E : 1 . E N T E R T A I N M E N T E S T A B L I S H M E N T S - S T A D I U M 2 . M I S C E L L A N E O U S F L O W P E R S T A D I U M S E A T : 5 G A L L O N S P E R S E A T P E R E V E N T D A Y O C C U P A N C Y C A P A C I T Y : 1 . B L E A C H E R S E A T I N G : 1 , 1 7 5 ( I N C L U D E S S T A N D I N G R O O M ) 2 . P A R T I C I P A N T S : 3 0 0 P E O P L E / D A Y T O T A L P E A K D A I L Y F L O W S : 1 , 4 7 5 ( T O T A L O C C U P A N C Y ) X 5 G P D = 7 , 3 7 5 G P D A V E R A G E D A I L Y F L O W S : ( 3 0 % O C C U P A N C Y ) 7 , 3 7 5 X 0 . 3 0 = 2 , 2 1 2 . 5 G P D W E L L L O C A T I O N 2 0 ' I S O L A T I O N D I S T A N C E T O G A S 5 0 ' I S O L A T I O N D I S T A N C E T O S E P T I C T A N K 3 4 4 3 5 5 P H A S E 1 L O C K E R R O O M B U I L D I N G F U T U R E B L E A C H E R S T R U C T U R E P R O P O S E D ( 5 ) 3 , 1 4 0 G A L L O N S E P T I C H O L D I N G T A N K S . ( 1 5 . 3 ' X 8 . 5 ' ) ANDERSON ENGINEERING'SSURVEY LIMITS G A R Y R . J O H N S O N , P E 4 2 0 1 0 G J M i n n e a p o l i s B i s m a r c k I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y M E O R U N D E R M Y D I R E C T S U P E R V I S I O N , A N D T H A T I A M A D U L Y L I C E N S E D U N D E R T H E L A W S O F T H E S T A T E O F w w w . h t g - a r c h i t e c t s . c o m C O P Y R I G H T © B Y H T G A R C H I T E C T S P R O J E C T I S S U E D S E T R E V I S I O N S D A T E N 0 . R E G . N O . D A T E D R A W N B Y : C H E C K E D B Y : 1 0 1 0 M a i n s t r e e t , S u i t e 1 0 0 H o p k i n s , M N 5 5 3 4 3 T e l : 9 5 2 . 2 7 8 . 8 8 8 0 U N I T E D H E R O E S L E A G U E S T A D I A & L O C K E R R O O M S E N G I N E E R M I N N E S O T A J E F F R E Y W . D E I T N E R , P L A 5 1 8 9 9 0 5 / 1 4 / 2 0 2 4 2 4 1 1 1 9 - A E # 1 7 7 6 0 1 3 6 0 5 1 s t A v e n u e N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 | a e - m n . c o m P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 A n d e r s o n E n g i n e e r i n g o f M i n n e s o t a , L L C J P D J D N O T F O R C O N S T R U C T I O N C I V I L D E T A I L S C - 5 0 1 COMPACTEDSUB-BASE 100%COMPACTED CLASS 5 AGGREGATE BASE 4"6"(MNDOT 3138)2% CROSS SLOPE(MAXIMUM)12.0" MNDOT 3149 SELECTGRANULAR BORROW (MIN.)CIP CONCRETE BROOM FINISH SWEEPPERPENDICULAR TO DIRECTION OFTRAFFIC SEE PLAN FOR WIDTH1CONCRETE SIDEWALK SECTIONNTS Z Z Z Z C O N T R O L J O I N T E X P A N S I O N J O I N T P R O V I D E E X P A N S I O N J O I N T S A T B U I L D I N G A N D C O N C R E T E S T O O P I N T E R F A C E , A S W E L L A S E V E R Y 2 4 F E E T O F C O N T I N U O U S S I D E W A L K A N D A T S I D E W A L K I N T E R S E C T I O N S . P R O V I D E C O N T R O L J O I N T S P E R M A N U F A C T U R E R R E C O M M E N D A T I O N S . 1 / 8 " R ( T Y P ) D / 4 1 / 8 " 3 / 8 " J O I N T S E A L E R C O N F O R M I N G T O A S T M D 1 8 5 0 P R E M O U L D E D E X P A N S I O N J O I N T F I L L E R C O N F O R M I N G T O A S T M D 1 7 5 1 O R D 1 7 5 2 N O T E : J O I N T S C A N B E S A W C U T . 2 4 " # 4 D O W E L , F I X E D O N E S I D E , S L I P O T H E R 2 C O N C R E T E J O I N T S N T S 3CONCRETE BOLLARD DETAILNTS F I N I S H E D G R A D E N O T E : I N S U L A T E S E W E R M A I N A N D S E R V I C E L I N E S W I T H 4 " T H I C K B Y 8 ' W I D E P O L Y S T Y R E N E B O A R D I N S U L A T I O N W H E R E C O V E R O V E R P I P E I S L E S S T H A N S I X F E E T . V A R I E S ( 4 ' M I N . ) 4 " 8 ' - 0 " 4 " P V C S E W E R P I P E G R A N U L A R B A C K F I L L M A T E R I A L 4 S A N I T A R Y S E W E R I N S U L A T I O N N T S 6" DIA. STEEL PIPE(PAINTED YELLOW) FILL W/CONCRETE, CROWN TOP 1"4'-0"3'-6"6"12" x 12" x 48" CONC. FTG.FINISHED GRADE 2 " S T E E L D R Y P I P E W / W A T E R B O R N E B A R R I E R C O A T I N G F I N I S H E D G R A D E 2 " S E R V I C E W A T E R L I N E 7.5' MIN. M I N I M U M 2 L A Y E R S T A R P A P E R O R P O L Y E T H L E N E 1 C U . Y D C R U S H E D R O C K C O N C R E T E T H R U S T B L O C K A N D B A S E V A L V E B O D Y 5 F R O S T F R E E Y A R D H Y D R A N T N T S H E A D A S S E M B L Y W I T H V A C U U M B R E A K E R & 1 . 5 " F P T O U T L E T 3 0 " I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y M E O R U N D E R M Y D I R E C T S U P E R V I S I O N , A N D T H A T I A M A D U L Y L I C E N S E D L A N D S C A P E A R C H I T E C T U N D E R T H E L A W S O F T H E S T A T E O F M I N N E S O T A . M i n n e a p o l i s B i s m a r c k I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y M E O R U N D E R M Y D I R E C T S U P E R V I S I O N , A N D T H A T I A M A D U L Y L I C E N S E D U N D E R T H E L A W S O F T H E S T A T E O F w w w . h t g - a r c h i t e c t s . c o m C O P Y R I G H T © B Y H T G A R C H I T E C T S P R O J E C T I S S U E D S E T R E V I S I O N S D A T E N 0 . R E G . N O . D A T E D R A W N B Y : C H E C K E D B Y : 1 0 1 0 M a i n s t r e e t , S u i t e 1 0 0 H o p k i n s , M N 5 5 3 4 3 T e l : 9 5 2 . 2 7 8 . 8 8 8 0 U N I T E D H E R O E S L E A G U E S T A D I A & L O C K E R R O O M S E N G I N E E R M I N N E S O T A J E F F R E Y W . D E I T N E R , P L A 5 1 8 9 9 0 5 / 1 4 / 2 0 2 4 2 4 1 1 1 9 - A E # 1 7 7 6 0 1 3 6 0 5 1 s t A v e n u e N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 | a e - m n . c o m P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 A n d e r s o n E n g i n e e r i n g o f M i n n e s o t a , L L C J P D J D N O T F O R C O N S T R U C T I O N H O L D I N G T A N K D E T A I L C - 5 0 2 1PRE-CAST SEPTIC HOLDING TANKNTS EX. GRADE 704.7(8' COVER) 696.7695.7691.45 I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y M E O R U N D E R M Y D I R E C T S U P E R V I S I O N , A N D T H A T I A M A D U L Y L I C E N S E D L A N D S C A P E A R C H I T E C T U N D E R T H E L A W S O F T H E S T A T E O F M I N N E S O T A . 12,477 0 CODE PLAN 3,450 SQUARE FEET - AGGREGATE FLOOR AREA ENCLOSED AND BOUNDED BY FIREWALLS. FIRE AREAS NOT TO EXCEED 1,000 SQUARE FEET EACH 1 HOUR RATED WALLS INTERSECTING WITH 1 HOUR RATED ROOF TRAVEL DISTANCE PATH FIRE EXTINGUSHER LOCATIONFE LEGEND BLEACHERS 404.1 EXCEPTION 1 - OPEN AIR SEATING INSTALLATIONS A MINIMUM OF 2 EXISTS TO BE PROVIDED AND SIZED SIZED PER 404.5 TO ACCOMIDATE THE OCCUPANT LOADS SERVED. 404.4 TRAVEL DISTANCE FOR EXTERIOR SEATING TO NOT EXCEED 400' 404.5(3) STAIRS WITH AND WITHOUT HANDRAILS .08" PER OCCUPANT (44.32" MINIMUM EXIT WIDTH) PLUMBING FIXTURE COUNT FIRE AREA (B) 1,000 SQ' FIRE AREA (D) 1,000 SQ' FIRE AREA (C) 850 SQ' FIRE AREA (A) 600 SQ' FE FE 73'-10" (PATH OF TRAVEL) 115'-4" (PATH OF TRAVEL) 208'-4" (PATH OF TRAVEL) EXIT 60" EXIT 60" 208'-4" (PATH OF TRAVEL) 05.21.2024 DRC REVIEW C O N C E P T P L A N R E V I E W 0 4 . 0 9 . 2 0 2 4 0 5 . 2 1 . 2 0 2 4 D R C R E V I E W C O N C E P T P L A N R E V I E W 0 4 . 0 9 . 2 0 2 4 0 5 . 2 1 . 2 0 2 4 D R C R E V I E W C O N C E P T P L A N R E V I E W 0 4 . 0 9 . 2 0 2 4 0 5 . 2 1 . 2 0 2 4 D R C R E V I E W 05.21.2024 DRC REVIEW UNITED HEROES LEAGUER1HASTINGS, MINNESOTA MAY 14, 2024 UNITED HEROES LEAGUER2HASTINGS, MINNESOTA MAY 14, 2024 UNITED HEROES LEAGUER3HASTINGS, MINNESOTA MAY 14, 2024 UNITED HEROES LEAGUER4HASTINGS, MINNESOTA MAY 14, 2024 UNITED HEROES LEAGUER5HASTINGS, MINNESOTA MAY 14, 2024