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Home My WebLink About2025-03-20 Parks and Trails Agenda Packet Corcoran Parks and Trails Commission Agenda March 20, 2025 7:00 pm *Includes Materials - Materials relating to these agenda items can be found in the Council Chambers Agenda Packet book located by the entrance. The complete Parks and Trails Commission Agenda Packet is available electronically on the City website at www.corcoranmn.gov. OIGINAL 1. Call to Order / Roll Call 2. Pledge of Allegiance 3. Commissioner Updates a. Chairperson and Vice-Chairperson Election* b. Seamus Walsh & Commissioner Introductions c. Commissioner Reappointments* 4. Agenda Approval 5. Minutes a. Minutes – February 20, 2025, Work Session Meeting* b. Minutes – February 20, 2025, Regular Meeting* 6. Open Forum – Public Comment Opportunity 7. Presentations – None 8. Unfinished Business a. City Park Remaster – 90% Designs* 9. New Business a. Commissioner Training* 10. Reports/Information a. Dog Survey Summary* b. Planning Project Update – Information Only* c. Parks, Recreation, and Trails Update* 11. Subcommittee & Miscellaneous Reports a. Garden Club Report b. Park Dedication Fund* 12. Other Business/Announcements 13. Adjournment HYBRID MEETING OPTION AVAILABLE The public is invited to attend the regular Parks and Trails Commission meetings at City Hall. Meeting Via Telephone/Other Electronic Means Call-in Instructions: +1 312 626 6799 US Enter Meeting ID: 815 9742 6469 Video Link and Instructions: https://us02web.zoom.us/j/81597426469 visit http://www.zoom.us and enter Meeting ID: 815 9742 6469 *Please note in-person comments will be taken at the scheduled meeting where noted. Comments received via email to Recreation Supervisor Christensen Buck at jchristensenbuck@corcoranmn.gov or via public comment cards will also be accepted. All email and public comment cards must be received by the Wednesday prior to scheduled Parks and Trails meeting. For more information on options to provide public comment visit: www.corcoranmn.gov 8200 County Road 116 Corcoran, MN 55340 763-420-2288 www.corcoranmn.gov MEMO Meeting Date: March 20, 2025 To: Parks and Trails Commission From: Jessica Christensen Buck, Recreation Supervisor Re: Chairperson and Vice-Chairperson Election ______________________________________________________________________ Annually the Parks and Trails Commission must elect a Chairperson and Vice- Chairperson from among its appointed members to run its meetings. Both positions are for a term of one year. The 2024 Chairperson was Phillip Christenson, and the Vice- Chairperson was Michelle Friedrich. Although the City Code states that the commission shall "elect" a chairperson, it does not define how that process happens. Staff recommends the Parks and Trails Commission use the motion, second, and vote process to select both the Chairperson and Vice-Chairperson. Attachments None 3a. 8200 County Road 116 Corcoran, MN 55340 763-420-2288 www.corcoranmn.gov MEMO Meeting Date: March 20, 2025 To: Parks and Trails Commission From: Jessica Christensen Buck, Recreation Supervisor Re: Commissioner Reappointments ______________________________________________________________________ Commissioner Anderson and Commissioner Schmidt submitted applications to be re- appointed to the Parks and Trails Commission. The Commissioners’ terms were set to end on February 28, 2025. City Council reappointed both Commissioners to the Parks and Trails Commission, with terms expiring on February 28, 2028. Attachments None 3c. 1 Corcoran Parks and Trails Work Session Minutes February 20, 2025 - 6:00 pm The Corcoran Parks and Trails Commission met on February 20, 2025, at City Hall in Corcoran, MN. Present were Commissioners Anderson, Christenson, Nybo, Schmidt, and Strehler. Absent: Commissioner Erzberger Present at City Hall was Recreation Supervisor Christensen Buck, Community Development Administrative Assistant Gellman, and City of Maple Grove Water Resources Engineer Derek Asche. 1. Call to Order / Roll Call Chairperson Christenson called the work session to order at 6:00pm. 2. South Fork Rush Creek Stream Restoration Presentation The Parks and Trails Commission listened to the South Fork Rush Creek Stream Restoration Presentation from Derek Asche, Water Resources Engineer for the City of Maple Grove. Derek Asche presented the project and answered questions for the Commissioners regarding the project. The project was conducted in the City of Maple Grove, but funding was included from the Elm Creek Watershed. 3. Unscheduled Items – None 4. Adjournment MOTION: made by Anderson, seconded by Nybo, to adjourn. Voting Aye: Anderson, Christenson, Nybo, Schmidt, and Strehler. (Motion carried 5:0) Meeting adjourned at 6:50pm. Submitted by Seth Gellman, Community Development Administrative Assistant 1 Corcoran Parks and Trails Meeting Minutes February 20, 2025 - 7:00 pm The Corcoran Parks and Trails Commission met on February 20, 2025, at City Hall in Corcoran, MN. Present were Commissioners Anderson, Christenson, Nybo, Schmidt, and Strehler. Absent: Commissioner Erzberger Present at City Hall was Recreation Supervisor Christensen Buck and Community Development Administrative Assistant Gellman. 1. Call to Order/Roll Call Chair Christenson called the meeting to order at 7:00 pm. 2. Pledge of Allegiance Chair Christenson invited all in attendance to rise and join in the Pledge of Allegiance. 3. Agenda Approval Motion: Made by Anderson, seconded by Schmidt, to approve the agenda as presented. Voting Aye: Anderson, Christenson, Nybo, Schmidt, and Strehler. (Motion carried 5:0) 4. Minutes a. Minutes – January 16, 2025, Meeting Motion: Made by Anderson, seconded by Nybo, to approve the January 16, 2025, minutes as presented. Voting Aye: Anderson, Christenson, Nybo, Schmidt, and Strehler. (Motion carried 5:0) 5. Open Forum – Public Comment Opportunity Katherine Drivas – 6747 Olde Sturbridge Drive, thanked the Commission for moving forward with City Park. She also said that she is a proponent of having a new building at City Park for residents to be able to gather and have programming. She requested that a bench that a table be added to the Cook Lake Trail. She would like the open space parks to be named instead of having the development name attached to the park. She explained she liked the name of Wildflower Park, and that unique naming should continue with the open space parks in the City of Corcoran. 6. Presentations – None 7. Unfinished Business a. Park Dedication for Chastek Family Farm Preliminary Plat Recreation Supervisor Christensen Buck conducted a presentation on Chastek Family Farm and Park Dedication funding options. Commissioner Anderson asked if the trail could be built on the northern edge of Outlot A. Recreation Supervisor Christensen Buck explained there was a buffer requirement for the wetlands, and it would need a boardwalk. 2 Commissioner Anderson asked if Outlot A was chosen by the developer because it was a good place to put the trail. Recreation Supervisor Christensen Buck said that it was more so because the area was a wetland. She said the wetland doesn’t allow for as continuous pathway. She explained the trail would be a combination of sidewalk and trail. Commissioner Schmidt asked if the HOA would potentially have a rule against cars in the driveway blocking the sidewalk. Recreation Supervisor Christensen Buck said that it would also likely be in the City Code where cars could not block the sidewalk. Commissioner Anderson asked if the sidewalk would be continuous on the east and west sides. Recreation Supervisor Christensen Buck confirmed that the sidewalk was likely continuous throughout the adjacent neighborhoods. Chair Christenson asked if the trail didn’t exist that the Cook Lake trail to the west would still connect to the sidewalk. Recreation Supervisor Christensen Buck confirmed that with or without the trail it would be continuous. Motion: Made by Nybo, seconded by Strehler, to recommend taking park dedication as cash-in-lieu of land for Chastek Family Farm Preliminary Plat Voting Aye: Anderson, Christenson, Nybo, Schmidt, and Strehler. (Motion carried 5:0) 8. New Business a. Enhancing Meeting Structure and Commission Training Recreation Supervisor Christensen Buck conducted a presentation on the Parks and Trails Commission meeting structure and upcoming Commission training. Commissioner Nybo empathized with the issue of meetings going late, but that there were some topics that required more discussion to be comfortable with their decision. Chair Christenson agreed with Commissioner Nybo. He said that if there is a large agenda item that parts of the meeting that are non-required items could be moved to another meeting if it wasn’t required to be discussed. Recreation Supervisor Christensen Buck confirmed that the update was not a required part of the meeting. Commissioner Anderson said that the City Council has a consent agenda and asked if the Commission could have a similar process. Chair Christenson asked if the agenda could be moved around like new business and unfinished business and if the Commission had the ability to do that. Recreation Supervisor Christensen Buck said she would need to confirm if they were able to change the format prior, but agenda adjustments could be made during agenda approval. 3 Chair Christenson said that restructuring would be to help if there was new business that might take longer. The new business could be put in front of unfinished business. Commissioner Anderson said that sometimes there are items that are under time constraints and that the City must respond otherwise a project can be approved automatically if the City does not respond within time. He said it would be helpful to know what items would be time-dependent and highlighted on the agenda to make it clear to the Commissioners or to put it at the top of the agenda. Recreation Supervisor Christensen Buck requested if the Commission has questions that they ask her prior to the meeting to expedite time and for preparation purposes. b. Garden Club Request Recreation Supervisor Christensen Buck conducted a presentation on the Garden Club Request. Commissioner Nybo said that the $200 dollar shed was not going to last. She asked about the funding for the Memorial Garden and whether it had its own fund. Recreation Supervisor Christensen Buck confirmed the Memorial Garden had its own fund. Recreation Supervisor Christensen Buck clarified that requests over $5,000 require City Council approval, otherwise are approved through the claims register. Commissioner Anderson said that a shed that would last ten years would be helpful if the current proposed shed might not last that long. Commissioner Anderson proposed that the Commission increase the budget to $1,000. Recreation Supervisor Christensen Buck said that she would work with appropriate parties like Public Works and the Garden Club with the increased budget to meet the needs of both parties. Motion: Made by Anderson, seconded by Nybo, to approve the Garden Club Request Budget at $1,000. Voting Aye: Anderson, Christenson, Nybo, Schmidt, and Strehler. (Motion carried 5:0) c. 2025 Tree Giveaway Recreation Supervisor Christensen Buck conducted a presentation on the 2025 Tree Giveaway. Commissioner Nybo asked Recreation Supervisor Christensen Buck if she would be asking the Jaycees for funding for the program. Recreation Supervisor Christensen Buck confirmed that she would be there with a request for $1,055. Recreation Supervisor Christensen Buck said last year the donation was $1,230.06. Commissioner Nybo suggested the Commission ask for $1,200. Commissioner Anderson said they would be able to obtain 725 trees which would be four more bundles to 4 get close to the $1,200 donation. Commissioner Schmidt asked if there were more households who wanted to get trees. Recreation Supervisor Christensen Buck said they could offer 6 trees per household versus 5 trees. Commissioner Anderson said now some households with smaller lots each household might just request 2- 3 trees per household. Commissioner Nybo asked Commissioner Anderson if the $1,200 budget worked for him. Commissioner Anderson confirmed the budget did work for him. Commissioner Anderson said he would like to get the giveaway on the City website by next week. He said they can determine better which types of trees are more popular than others as well. 9. Reports/Information a. Planning Project Update – Information Only b. Parks, Recreation, and Trails Update Recreation Supervisor Christensen Buck conducted a presentation on the Parks, Recreation, and Trails Update. Recreation Supervisor Christensen Buck discussed a request from a resident to explore a reciprocity system with the City of Plymouth and their badminton program. Commissioner Nybo asked if the City of Corcoran had badminton. Recreation Supervisor Christensen Buck explained that the City did not, but that the City could have reciprocity with another program that the City of Corcoran does offer. The Commission decided to table the discussion for the future. Recreation Supervisor Christensen Buck discussed the status of the City Park design. Commissioner Nybo asked if the 60% design included the splashpad plans. Recreation Supervisor Christensen Buck said the design itself includes the splashpad but going forward the plan will not include the splashpad which will require discussion with the Jaycees. Recreation Supervisor Christensen Buck clarified that the funding may be able to be used for another portion of the project and that additional funding beyond the Jaycees donation would be needed for the splash pad. Chair Christenson explained that the plans the Commission approved were idealistic and that not all the plans would be implemented depending on funding options. Recreation Supervisor Christensen Buck said that the Commission would be on a tight timeline to make decisions to start the project in 2025. She said March would be the 90% design. 100% and approval to bid would be ideally in April with the City Council. Chair Christenson asked if there were other funding options other than grants to look at. 5 Recreation Supervisor Christensen Buck said that there was not interest in bonding for the project. Recreation Supervisor further explained details of the plan including the possibility of a partially paved parking area and the issues that come along with it. The Commission had some general discussion about the parking lot plan. 10. Subcommittee & Miscellaneous Reports a. Garden Club Report – None b. Park Dedication Fund Recreation Supervisor Christensen Buck provided a new format for the Commissioners to review the Park Dedication Fund. Commissioner Nybo requested to be able to see previous transactions and the interest accrued on the fund. Recreation Supervisor asked the Commission what timeframe they would like to see. Commissioner Nybo said the old format would be beneficial. Recreation Supervisor Christensen Buck explained she would change the format to include transactions. 11. Other Business/Announcements – None 12. Adjournment Motion: Made by Commissioner Nybo, seconded by Chair Christenson, to adjourn the meeting at 8:08 pm. Voting Aye: Anderson, Christenson, Nybo, Schmidt, and Strehler. (Motion carried 5:0) Submitted by Seth Gellman, Community Development Administrative Assistant STAFF REPORT Agenda Item: 8a. Commission Meeting March 20, 2025 Prepared By Jessica Christensen Buck Topic 90% Design – City Park Action Required Direction Summary Project History and Recent Updates: • October 24, 2024: City Council reviewed 30% design plans, which included the layout of amenities and features. The Council voted 4-1 to approve specific edits to the schematic diagram and authorized staff to proceed with design development and construction documents, with a clarified budget reflecting the full scope of obligations. • November 2024: A public engagement survey and open house were conducted to gather feedback on the park design. • December 19, 2024: The Parks and Trails Commission received a memo summarizing public feedback: o Strong preference for the inclusion of a splashpad and playground. o Emphasis on connectivity and safety, particularly regarding paths and safe crossings. o Of the 197 survey responses, the majority were from families with children aged 25-44, with 90% residing in Corcoran. • December 19, 2024 & January 16, 2025: The Parks and Trails Commission reviewed 60% designs and recommended vendors for the playground (Playworld) and splashpad (Aquatix). • February 23, 2025: The City Council approved 60% designs and provided direction for 90% project designs. This direction was to proceed with a combination of scenarios 1B and 2A from the report, to include the full park building, playground, and minimally paved parking. Anticipated Next Steps: • Commissioners are requested to provide a recommendation on the 90% designs, specifically regarding the base bid and alternate designs and playground equipment options. • The project is expected to have 100% design review during the April 10, 2025 City Council meeting. • If approved, review by the Planning Commission would take place on May 1, 2025. • If approved, the project would be posted on QuestCDN for bid on April 18, 2025, with a virtual bid opening on May 13, 2025 and awarding at the May 22, 2025 City Council Meeting. • If this timeline was met, construction is anticipated to begin in July 2025. Removal Items Trees, Fencing, Lights, Tennis Courts, Playground Included in the plan are removals of trees, fencing, lights, tennis courts, and playground. These items are part of the removals to allow for utilities, Diamond Lake Regional Trail, Page 2 updated playground, and the driveway into the park to be constructed. The plan prioritizes tree retention with only the trees necessary for construction and ash trees being removed. There is consideration in the plan to replace and plant additional trees and landscaping, which focuses on low-maintenance solutions throughout the park. The trees and landscaping plan show a variety of proposed deciduous and coniferous trees that are included to help offset the removal of necessary trees. Stormwater Management Two stormwater management options are shown on the southern portion of the plan, to include a wet basin and another area that would be wet during rain events. These areas help to provide places for the water to navigate towards and be held, while also increasing the natural aesthetic of the park, specifically near the regional trail route. Paving and Trails An 8-foot asphalt trail surrounds the western, northern, and eastern portions of the parking lot. Concrete paths link the parking lot to the building plaza and extend through the splashpad and playground areas. The future Diamond Lake Regional Trail would be constructed as a 10-foot-wide bituminous path with a 2-foot shoulder, incorporating a boardwalk along the northwest portion. Boardwalk construction and rough grading for the trail are included in Phase 1, with potential paving as funding allows. The existing bridge crossing near County Road 10 would be reused as part of the trail, and a connection the Rush Creek Reserve development added. Lighting A minimized lighting plan is shown, including three lighting options: pedestrian-scale lights, bollard walkway lights, and parking lot lights. Lighting around the playground is proposed as an alternate. The building will feature exterior lighting to enhance visibility and safety. Building The proposed building will include a gathering space with a total capacity of 75 -90 people or two separate rooms accommodating 30 and 60 people. The divider that would separate the room into two spaces will be included as an alternate on the bid. Inside, there would be three bathrooms: two single-occupancy, gender-neutral restrooms (SOGN) and the family restroom with an adult changing table, as required by code. Exterior-access restrooms include the family restroom and an additional SOGN restroom. The doors to access the interior restrooms for the dual access family restroom is anticipated to be on a digital locking system. Three storage areas are shown on the plans: building mechanicals, table and chair storage, and another within the catering kitchen. The building is anticipated to support City-run programs and events, with the kitchen storage location utilized to store frequently used items. A catering kitchen is shown including a three-compartment sink, refrigerator/freezer, handwashing sink, and preparation countertops. It will have direct access to the larger gathering space, an outdoor door, and a serving window for coordinated use with the future patio and shelter. The building’s exterior features vertical wood siding in black ash, a metal roof, and windows at the front and back of the main gathering space. Page 3 Playground The playground is shown with an agricultural theme to reflect Corcoran’s history, as heard within the survey. It will include play areas for children aged 2–5 and 5–12, as well as a zipline area proposed as an alternate. A small embankment slide is integrated into the hillside. The 5–12-year-old area includes two bridges and a large embankment slide. Poured-in-place rubber surfacing would be used on the hillside to accommodate the features, while engineered wood fiber would cover the remaining playground containers. Multiple swing options, including a bucket swing and ADA-compliant swing, are shown. A third playground area featuring a zipline is proposed as an alternate, with positive feedback from the community supporting its inclusion. Previous feedback from the Commission and Council included adding to the tractor within the 2–5-year-old area, a higher slide in the 5–12-year-old area, a roller embankment slide, and bridge connections with movement. Staff and consultants met with Playworld to discuss these items and found the following: • Roller slide: Spaces between the rollers are small. Maple Grove’s Central Park was referenced in this discussion, where the playground features majority poured-in-place surfacing. A textured slide is shown as an alternative to the request to the roller slide. While the hillside is proposed to include poured -in- place surfacing, majority of the playground surfacing will consist of engineered wood fiber (EWF). History of children bringing the EWF onto the roller slides was discussed, leading to the proposed textured slide recommendation. The cost to add the additional “Mighty Decent Slide” on the embankment is $13,000. • 2–5-year-old area: Many times, this area is filled with 1–2-year-old children, with many of the others looking to explore the 5–12-year-old area. Included in the 2– 5-year-old area is the tractor, netted swing, and spring cow. o Ramps/Shades/Play Panels/Climbers/Slides to the Tractor: An extension of the tractor with these items would require the container and surfacing in the 2–5-year-old area be adjusted to include these features, at an additional cost beyond the cost of the items. The cost to expand the tractor with these items is approximately $75,000. Alternatives to this option that would not require expansion of the container are included and described in more detail below. o Corn Stalks/Tillers: While providing ground level play, these items would look slightly different within the EWF, versus the image shown with two colored surfaces. The cost to add these items would be $25,000. o Hay Bale Cube Climbers: Also provides ground level play and is shown as an extension of the tractor, with a cost of $17,000 to add. o Hay Bale Transfer Stations: Made of custom painted glass fiber reinforced concrete, these allow for transferring to the platforms of the playground and add additional agricultural aesthetic. The cost to add the transfer stations is $9,000. o Spring Cow/Horse Rider: A spring cow is shown in the plans, where an option of a spring horse is also available. Additional riders could be added for $1,100. • Higher tower slide: During a previous Parks and Trails Commission meeting, there was discussion about raising the silo tower slide. Comparisons to French Page 4 Park were made during this discussion; the tallest slide at French Park is listed as 12’ 5”, with the slide shown in the City Park plans as 13.8’. Increasing the height of the slide will require a higher tower, with additional engineering and larger foundational footings. The cost for the slide, without the additional engineering and footings, is $20,000. • Bridges: The bridges that are shown as part of the plan are 12’ wide for wheelchair access, flat, and 9-10’ in the air with high railings. These bridges have high fall zones that do not allow for movement at this height. Alternative options discussed included an arched bridge, but it was determined this would be challenging to incorporate, if it was possible. Additional options to alter the bridge would include themed pole toppers, such as corn cobs. • Barn reduction cost savings: To achieve cost savings with the potential changes above adding costs, discussions about reducing the barn in the 5 -12 area were posed. Three options are shown: Barn 2-5 Area Zipline Swing Bays Tractor (2-5 area) Embankment Slides Freestanding Equipment $800k (existing; barn detached) 2-level; detached from structure As posed No 3 bays Yes Yes Yes $757k (barn attached) 1-level; attached to main structure Reduced Yes 4 bays Yes Yes Yes $700k (no barn) No Reduced Yes 4 bays Yes Yes Yes o Depending on added options previously listed, considerations towards a barn reduction may be necessary to stay within $850k budget. Page 5 Splashpad Due to funding constraints, the splashpad is to be delayed to a future phase of the project. However, the area will be graded and future connections to utilities are being considered during the first phase. Alternate Items Alternates shown include paved trails through the cloverleaf, pedestrian lighting through the playground area, and fully paving the parking lot. Financial/Budget External funds received include donations from the Corcoran Athletic Association ($5,622), Hanover Athletic Association ($45,000) and the Northwest Area Jaycees ($100,000). The donation from the Northwest Area Jaycees will need final confirmation if the money could be utilized for amenities other than a splashpad. External reimbursements include the Hennepin County Youth Sports Grant ($300,000), HUD federal funding ($500,000), Three Rivers Park District’s cooperative agreement (up to $525,000 included in 2025 – up to a total of $1,050,000 between 2025 and 2026 is anticipated). It should be noted that the City will need to cover the initial costs upfront and will be reimbursed afterward. Staff received a blanket resolution approval to pursue grant funding opportunities for the park during a recent City Council meeting. As such, staff is actively working on two grant applications for up to $400,000 between them. Additionally, staff is continuously watching for other applicable funding options for this project, and others. Recommendation Given the information and costs provided from the playground change requests, staff would encourage the Commission to consider the “Mighty Decent Slide”, hay bale cube climbers as the potential additions. Staff would recommend keeping the tower slide at the 13.8’ height to avoid the additional costs, while still meeting the desire to be tall, similar to French Park playground. Bridges would also be recommended to remain as proposed to maintain accessibility, with consideration towards alternative-colored railings/bars or post toppers. Additionally, staff recommends proceeding with the two bid packages as proposed. Attachments 1. 90% Design and Budget Presentation 2. 90% Design Building Plans 1 CORCORAN CITY PARK PLANNING & DESIGN 90% DESIGN REVIEW PARKS & TRAILS COMMISSION MEETING MARCH 20, 2025 2 DESIGN PROCESS Site Analysis Project Programming Concept Planning Preferred Concept Schematic Design 30% Design Set Design Development Construction Documentation Bidding & Construction Project opening 60% Design Set 100% Design Set Dec ‘23-Jan ‘24 Jan-Feb ‘24 Mar-May ‘24 Jun-Jul ‘24 Jul-Sept ‘24 Oct ‘24 - Feb ‘25 Feb-Mar ‘25 Apr-Oct ‘25 Fall/Winter ‘25-’26 3 WET WET WET WET WETWETWET WE T W E T WE T WET WET WET WETWET WET WE T WET WE T WE T WETWETWE T WE T WE T WE T WET WET WET WET WET WE T WET WET WET WE TWET W E T WET WET 0 SCALE: 1" = 300'-0" 600'300'150' NORTH Existing Balleld Meister Field Lions Field Hockey Rink Small Hockey Pickleball Courts Basketball Courts Warming House/ Maintenance Building 4,000 SF 18 2,000 SF Future Expansion Overow Parking 54 52 28 28 42 42 13 153 Building/ Pavilion7,500 SF Existing Shelter Tennis Courts Free Skate T-Ball Field T-Ball Field T-Ball Field T-Ball Field Playground Open Green Space (U10 Soccer Fields) New Parking Lot New Parking Lot Parking Lot Splash Pad Existing BalleldSnyder Field Existing Balleld Regional Trailhead Regional Trail Connection Relocated CR 50 Access Point Regional Trail Connection Regional Trail Corcoran City Park: Concept A DRAFT 03.15.2024 180’ 12 0 ’ 180’ 12 0 ’ 180’ 12 0 ’ 180’ 12 0 ’ 6 Ballelds 4 T-Ball Fields 4 U10 Soccer Fields 0 Full Size Soccer Field 277 Parking Stalls Amphitheater New Trunk Sewer Connection CR 50 CR 10 Existing Sewer/ Water Lines Future Ballelds/ Multi-use Fields Future Ballelds/ Multi-use Fields DESIGN PROCESS Site Analysis Preferred Concept Schematic Design Design Development Programming Concept Planning 4 PROJECT SCHEDULE UPDATE March 20, 2025 PTC Meeting 90% Design Review April 10, 2025 CC Meeting 100% Design Review April 18, 2025 Post Project for Bid on Quest May 1, 2025 Planning Commission Meeting May 13, 2025 Bid Opening-virtual May 22, 2025 CC Meeting Bid Award July >>>> Construction 5 PURPOSE OF THE MEETING • Seeking from the Parks and Trails Commission: • Input on 90% Design »Base bid and alternates • Playground equipment options »Discussion of options and costs »Provide direction on equipment selection 6 PREVIOUS SITE PLAN C R - 1 0 CR-50 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 17 16 1 3 4 5 6 7 8 9 11 1315 12 14 10 2 2 C R - 1 0 Create level field space for multi-purpose recreation including soccer and cricket Stormwater management Pave parking lot (+/-260 spaces) Youth ballfield Destination playground Splash pad Patio and shelter Park building Overflow parking/future paved parking (+/- 45 spaces) Pickleball courts Gravel parking Trailhead with paved parking Pedestrian Crossing Amphitheater Regional trail Tennis Courts Park equipment storage buildings LEGEND Alternates Future Phase Future Pickleball 7 CURRENT SITE PLAN C R - 1 0 CR-50 1 2 3 4 5 6 7 8 9 10 11 11 12 13 13 1 3 4 5 6 7 8 9 12 10 2 2 C R - 1 0 Create level field space for multi-purpose recreation including soccer and cricket Stormwater management Paved parking lot (~60 spaces) Gravel parking lot (~150 spaces) Destination playground Youth ballfield Park building Overflow parking/future paved parking (+/- 45 spaces) Regional Trail Pedestrian Crossing Pave trails between ballfields Pave entire parking lot Pedestrian-scale lighting LEGEND Alternates 8 REMOVALS PLAN llllllll l l l l l l lll l l REMOVE OR SALVAGE GRAVEL REMOVE LIGHT POLE SALVAGE ANDREINSTALL SIGNS CLEAR AND GRUBTREE (TYP.) PROTECT ALL TREES NOTMARKED FOR REMOVAL ABANDON UNDERGROUND ELECTRIC REMOVE SIGNS SALVAGE CHAIN LINK FENCE SALVAGE FLARED END SECTION CLEAR AND GRUBTREE (TYP.) REMOVE LIGHT POLE REMOVE HYDRANT CLEAR AND GRUBTREE (TYP.) CLEAR AND GRUB AREAMARKED BY ENGINEER REMOVE SANITARY SEWER REMOVE CULVERT REMOVECULVERT REMOVE PLAYGROUND CLEAR AND GRUB AREAMARKED BY ENGINEER STRIP AND RESPREAD GRAVEL STRIP ANDRESPREAD GRAVEL WETLAND EDGE (TYP.) WETLAND EDGE WETLAND EDGE (TYP.) ROW ROW ROW ROW REMOVE CHAIN LINK FENCE TO NEAREST POST CLEAR AND GRUB AREA MARKED BY ENGINEER CLEAR AND GRUB AREAMARKED BY ENGINEER 955 960960 953 953 954954 956 956 957 957 958 958 959959961961962962963963964964 955 955960 954 954956 956957 957 958 958 959 959 961 950 95 5 94 7 9 4 8 94 9 951 952 9 5 3 9 5 4 9 5 6 95 7 9 5 8 95 0 950 955 955 95 5 955 95 5 96 0 960 9 6 0 951 951 952 952 9 5 3 953 95 3 95 3 953 954 95 4 954 954 9 5 4 956 9 5 6 95 6 957 95 7 95 7 958 9 5 8 9 5 8 9 5 9 959 9 5 9 961 96 1 9 6 2 96 2 950 94 7 948 94 9 951 95 2 950 946 947 948949 951952 95 3 954 9 5 5 95 1 95 1952 95 2 953 95 3 954 95 4 95 6 9 5 7 9 5 8 9 5 9 955 960 952 953 954 956957958959 961962 950 95 5 9 5 5 955 960 949 951 952 953 95 4 956 95 6 956 957 95 7 95 7 958 959 961962 95 5 96 0 95 4 95 6 95 7 95 8 95 9 96 1 95 5 96 0 96 5 95 695 795 895 9 96 196 296 396 4 96 6 950 94894995 19529 5 3 950 950 955 951 951 952 952 953 953 954 9 5 6 95 7 95 8 9 5 5 9 5 2 9 5 3 9 5 4 95 6 9 5 7 955 956 957 950 955 960 949 951 952 953 954 956 957958959 961 962 963 950 955 949 951 95 2 95 3 954 95 6 957 9 6 0 956 9 5 6 9 5 7 95 8 9 5 9 9 6 1 9 6 2 9 5 5 9 6 0 9549 5 4 95 6 95 7 9 5 8 9 5 9 96 1 9 6 2 9 4 6 9 4 7 9 4 8 9 4 9 953 953 954 954 960 957 958 959960 957 95 8 959 96 2 963964 950 955948949951952953954 956 957 950 949951952953 961 962 963 964 9 6 0 9 5 6 95 7 95 8 9 5 9 9 6 1 961 PROTECT SANITARYSERVICE REMOVE BALL FIELDFENCE ROW PROTECT BALLFIELD FENCE ANDDUGOUT REMOVE BALL FIELDFENCE REMOVE TENNISCOURT AND FENCING REMOVE BITUMINOUSPAVEMENT SALVAGE AND REINSTALL BLEACHERS CLEAR AND GRUBTREE (TYP.) SHEET NUMBER SURVEY APPROVED DESIGNED DRAWN PROJ. NO. CHECKED 193807229 SDB JJE JJE MJS SKH C-001 1. SEE SHEET G-002 AND G-003 FOR ADDITIONAL PROJECT NOTES AND LEGEND NOTES OV E R A L L E X I S T I N G C O N D I T I O N S A N D RE M O V A L S C-004 C-002C-003 C-005 Remove fencing, trees, lights, for utilities Remove fencing for road crossing Remove tennis courts and playground Clear trees for regional trail Clear trees for regional trail Remove outfield fencing Clear trees for utilities and driveway Future Pickleball 9 PAVING AND TRAILS 10’ TRPD Regional Trail w/ 2’ Shoulder Existing Crushed Path, to remain Boardwalk 8’ Asphalt Trail Rough Grade Regional Trail Aggregate Path Reuse Existing Bridge Crossing Connect to Rush Creek Reserve Development LEGEND Proposed Asphalt Proposed Concrete Proposed Regional Trail Boardwalk ADA Route C R - 1 0 CR-50 TREES AND LANDSCAPE Proposed Deciduous Trees River Birch Betula nigra White Spruce Picea glauca Type A: Low-maintenance Planting Beds Type B: Grass Heavy Prairie Type C: Natural Pollinator Prairie Swamp White Oak Quercus bicolor Eastern Redcedar Juniperus virginiana Red Maple Acer rubrum Black Hills Spruce Picea glauca var. densata Hackberry Celtis occidentalis Scotch Pine Pinus sylvestris American Elm Ulmus americana Norway Spruce Picea abies Proposed Coniferous Trees Landscape Area 10 CR-50 LEGEND Existing Trees, to remain Existing Trees, to remove Proposed Deciduous Trees Proposed Coniferous Trees Landscape Area Future Pickleball 11 STORMWATER MANAGEMENT C R - 1 0 CR-50 Wet basin Wet during rain events 12 LIGHTING C R - 1 0 CR-50 LEGEND Pedestrian Scale Path/Area Lights Bollard Walkway Lights Parking Lot Lights LIGHTING CR-50 Bollard/Walkway Lighting Parking lot lights will be standard cobra lights Pedestrian Scale Path/ Area Lights Model: OutlineManufacturer: Landscape FormsApproximate Cost (w/o ship. + tax): $1,875 Post: BOL 14’ Wood Pole Luminaire: Lumenpulse Allegra Fixture and Arm Manufacturer: Structura (post); Lumenpulse (luminaire) Approximate Cost (w/o ship. + tax): $4,400 (post) + $2,500 (luminaire) Notes: Agrarian Style; LED; Dark Sky compliant; Good for edge conditions, open air spaces, along trails, and in parks • Goal • Provide security lighting for parking lot • Alternate: ped lighting at playground areas • Lighting design • Preliminary examples below 13 LEGEND Pedestrian Scale Path/Area Lights Bollard Walkway Lights Parking Lot Lights 3/ 1 1 / 2 0 2 5 9 0 % P r o g r e s s S e t BUILDING PROGRAM / FLOOR PLAN Common area Restroom Kitchen Storage Egress 14 3/ 1 1 / 2 0 2 5 9 0 % P r o g r e s s S e t BUILDING ELEVATIONS 15 CORCORAN COMMUNITY PARK Option D Render Package 02/26/2025 BUILDING EXTERIOR: BLACK ASH 16 CORCORAN COMMUNITY PARK Option D Render Package 02/26/2025 17 CORCORAN COMMUNITY PARK Option D Render Package 02/26/2025 18 PLAYGROUND • Playground Direction »Overall design to be farm/agriculture theme »(2) large and (1) small embankment slide »(1) large tower to connect into hillside with custom features and (2) bridges »(1) custom tractor in the 2-5yr area »Multiple swing bays ADA bucket swing and belt swings • Note: The colors shown on the following slides are changeable Playground (Ages 5-12) Alternate Zip Line Playground (Ages 2-5) Park Building Drop-off 19 Equipment ManufacturerSales RepresentativeCommunity Park Corcoran, MN 20 Equipment ManufacturerSales RepresentativeCommunity Park Corcoran, MN 21 Equipment ManufacturerSales RepresentativeCommunity Park Corcoran, MN ZIP LINE (ALTERNATE) 22 ADDITIONAL HILL SLIDE: $13,000 (EQUIP+INSTALL) 8’ Tall “Mighty Decent Slide” on embankment Andrew to send render of slides next to each other on the hillside Equipment ManufacturerSales RepresentativeCommunity Park - Option 2 Corcoran, MN 23 HIGHER TOWER SLIDE: $20,000 (SLIDE ONLY) 18’ Tower Slide - existing is 13.75’ tall - will require additional engineering. Will also require much larger foundational footings ($$$). Equipment ManufacturerSales RepresentativeCommunity Park Corcoran, MN 13.8’ Entrance 8.5’ Entrance 18’ Entrance 24 TRACTOR ADD: $17k - Hay Bale Cube Climbers 4’ Fall height $9k - Hay Bale transfer stations Custom Painted GFRC $25k - Corn Stalks & Tillers Ground level play features $75k - Ramps, shades, play panels, climbers, slides, etc. Equipment ManufacturerSales RepresentativeCommunity Park Corcoran, MN 25 DIFFERENT BRIDGE TYPE: +$10,000 (EQUIP+INSTALL) Arched Bridge is possible, may look odd with multiple. No manufacturer has a “roller” bridge, and any that have movement aren’t allowed this high off the ground. Bridges at this height require additional enclosure and tighter gaps. Play vendor does not recommend. Equipment ManufacturerSales RepresentativeCommunity Park Corcoran, MN 26 BARN REDUCTION: Cost estimates have been generalized, but also include the swings, 2-5 area w/tractor, embankment slides, and other freestanding equipment. $800k Existing Design $757k Barn attached to main structure $700k No barn Equipment ManufacturerSales RepresentativeCommunity Park Corcoran, MN Equipment ManufacturerSales RepresentativeCommunity Park - Option 2 Corcoran, MN Equipment ManufacturerSales RepresentativeCommunity Park Corcoran, MN Equipment ManufacturerSales RepresentativeCommunity Park Corcoran, MN Equipment ManufacturerSales RepresentativeCommunity Park Corcoran, MN Equipment ManufacturerSales RepresentativeCommunity Park Corcoran, MN Equipment ManufacturerSales RepresentativeCommunity Park Corcoran, MN Equipment ManufacturerSales RepresentativeCommunity Park Corcoran, MN Equipment ManufacturerSales RepresentativeCommunity Park - Option 2 Corcoran, MN Equipment ManufacturerSales RepresentativeCommunity Park Corcoran, MN Equipment ManufacturerSales RepresentativeCommunity Park Corcoran, MN Equipment ManufacturerSales RepresentativeCommunity Park Corcoran, MN $50k Zipline Alternate Not Inlcuded Zipline Included2-5 Reduced 2-5 Reduced Additional Swing Bay Additional Swing Bay Zipline Included 27 28 DISCUSSION 29 REGIONAL TRAIL • Plan to install boardwalk and rough grading in Phase 1; potential paving • Phase 2 may include paving the trail in 2026 10’ TRPD Regional Trail w/ 2’ Shoulder Boardwalk Reuse Existing Bridge Crossing Connect to Rush Creek Reserve Development Rough Grade Regional Trail 30 ALTERNATE ITEMS C R - 1 0 CR-50 C R - 1 0 Paved trails through cloverleaf Pave full parking lot Lighting 31 CITY COUNCIL DIRECTION • City Council budget scenarios discussion on 2/13 • 5 scenarios discussed • Council Direction • Combination of Scenarios 1B and 2A • Full building • Playground • Minimally paved parking lot SCENARIO 1A SCENARIO 1B SCENARIO 2A SCENARIO 2B SCENARIO 3 Playground, soccer fields, parking lot (min. 203 stalls) and regional trail; no building and splashpad Full Building with utilities and gravel parking lot (does not meet city code), no playground and splashpad Full building, minimum paved parking lot, no playground and splashpad 1/2 Building (restrooms) with parking lot and playground (limited elements), either splashpad or playground Full plan, full building, playground, splashpad, fields, with alternates (pickleball) TOTAL ESTIMATED INVESTMENT 2025 (construction cost + remaining design fees) $4,416,950.00 $5,277,150.00 $6,949,200.00 $7,213,700.00 $11,683,100.00 32 SCENARIO 1B - $5.3M C R - 1 0 CR-50 C R - 1 0 Gravel parking lot Full building Stormwater ITEM SCENARIO 1B Full Building with utilities and gravel parking lot (does not meet city code), no playground and splashpad Site work + utilities $700,000.00 Electrical + lighting $100,000.00 Parking lot paving Park Building $2,800,000.00 Playground Splash pad Furnishings (tables, benches, signage) $15,000.00 Pavements (plazas + internal trails/sidewalks) $96,000.00 Landscaping/screening/trees $30,000.00 SE ballfield restoration Subtotal $3,741,000.00 Alternates (pickleball, paved trails, shelter, etc.) Mobilization & Project Contingency (15%) $561,150.00 Regional Trail (2025) $525,000.00 TOTAL CONSTRUCTION COST $4,827,150.00 DESIGN & ENGINEERING FEES (already spent) $200,000.00 DESIGN & ENGINEERING FEES (remaining projected) $450,000.00 TOTAL INVESTMENT 2025 (construction cost + remaining fees) $5,277,150.00 Regional Trail (2026) $525,000.00 Funding Source NW Area Jaycees* $100,000.00 Henn. Co. Youth Sports Grant $300,000.00 HUD $500,000.00 Hanover Athletic Association $45,000.00 Corcoran Athletic Association $5,622.41 Wacker/Espeseth Family tbd See My Legacy tbd TRPD reimbursement (2025) $525,000.00 Total of non-city funding $1,475,622.41 Park Dedication / City funding needed 2025 $3,801,527.59 TRPD reimbursement (2026) $525,000.00 Full Building with utilities and gravel parking lot (does not meet city code); no fields, playground, and splashpad Regional trail 33 SCENARIO 2A - $6.9M C R - 1 0 CR-50 C R - 1 0 Parking lot Full building Stormwater ITEM SCENARIO 2A Full building, minimum paved parking lot, no playground and splashpad Site work + utilities $1,133,000.00 Electrical + lighting $195,000.00 Parking lot paving $700,000.00 Park Building $2,800,000.00 Playground Splash pad Furnishings (tables, benches, signage) $60,000.00 Pavements (plazas + internal trails/sidewalks) $140,000.00 Landscaping/screening/trees $80,000.00 SE ballfield restoration Subtotal $5,108,000.00 Alternates (pickleball, paved trails, shelter, etc.) Mobilization & Project Contingency (15%) $766,200.00 Regional Trail (2025) $525,000.00 TOTAL CONSTRUCTION COST $6,399,200.00 DESIGN & ENGINEERING FEES (already spent) $200,000.00 DESIGN & ENGINEERING FEES (remaining projected) $550,000.00 TOTAL INVESTMENT 2025 (construction cost + remaining fees) $6,949,200.00 Regional Trail (2026) $525,000.00 Funding Source NW Area Jaycees* $100,000.00 Henn. Co. Youth Sports Grant $300,000.00 HUD $500,000.00 Hanover Athletic Association $45,000.00 Corcoran Athletic Association $5,622.41 Wacker/Espeseth Family tbd See My Legacy tbd TRPD reimbursement (2025) $525,000.00 Total of non-city funding $1,475,622.41 Park Dedication / City funding needed 2025 $5,473,577.59 TRPD reimbursement (2026) $525,000.00 Full building, minimum paved parking lot; no playground and splashpad Regional trail Soccer fields Item Estimated Total Price Notes Implementation Mobilization and Traffic Control $281,000 Mobilization is assumed 5% of construction costs Bid Package 1 Removals $103,000 Erosion Control $58,000 Earthwork $250,000 Restoration $71,000 Site Paving $600,000 Assumes ~50 stalls and driveway paved with curb and remaining installed with gravel surfacing and no curb. Assumes some concrete sidewalk, extents to be confirmed Stormwater $330,000 Needed for parking lot and other paved surfaces proposed Sanitary Sewer $122,000 Needed for building Watermain $118,000 Needed for building Electrical $100,000 Assumes $30k for electrical service to the building and 6 parking lot lights with conduit for communication/fiber line to building by others Site Furnishings $40,000 Placeholder Landscaping $60,000 Placeholder Three Rivers Park District Trail $500,000 Building $2,800,000 Full building - need verification on pricing with Oertel after recent adjustments Bid Package 2 Playground $850,000 Need verification on pricing with playground manufacturer after recent adjustments Direct purchase Subtotal $6,283,000 Contingency (5%)$314,000 Construction Total $6,597,000 Design and Engineering $800,000 Estimated Total Project Costs $7,397,000 34 COST ESTIMATE 35 BUDGET & FUNDING SUMMARY Item Cost Funding source Bid timeline Implementation Bid Package 1 - site work $2.6m Park Dedication + Fed grant April Late summer / Fall Bid Package 2 - building $2.8m Park Dedication + Fed grant April Late summer / Fall Playground - direct purchase $850K Outdoor Rec Grant or Park Dedication After grant decision / July Oct or next spring Design & Engineering $800K Park Dedication / City funds ongoing 36 QUESTIONS? 37 NEXT STEPS BIDDING APPROACH • Two bid packages bid on April 18 • Bid package #1 - Site Work • Bid package #2 - Building March 20, 2025 PTC Meeting 90% Design Review March 31, 2025 DNR Outdoor Rec Grant due April 10, 2025 CC Meeting 100% Design Review April 18, 2025 Post Project for Bid on Quest May 1, 2025 Planning Commission Meeting May 13, 2025 Bid Opening-virtual May 22, 2025 CC Meeting Bid Award June Notification of DNR Outdoor Rec Grant Award July >>>> Construction Sept/Oct Direct Purchase of Play Equip. CORCORAN COMMUNITY PARK Option D Render Package 02/26/2025 CORCORAN COMMUNITY PARK Option D Render Package 02/26/2025 CORCORAN COMMUNITY PARK Option D Render Package 02/26/2025 CORCORAN COMMUNITY PARK Option D Render Package 02/26/2025 CORCORAN COMMUNITY PARK Option D Render Package 02/26/2025 CORCORAN COMMUNITY PARK Option D Render Package 02/26/2025 Wire Size* Branch Circuit Sizing (120V, 20A circuits) Circuit Length(ft) #12 AWG0 - 75' #10 AWG76' - 150' #8 AWG151' - 240' #6 AWG241' - 380' Wire size applies to both the hot and neutral conductor. Provide an Equipment ground sized to comply with T250.122 of the NEC. * ELECTRICAL SYMBOLS NURSE CALL - PATIENT (CB, SA, AND PILLOW SPEAKER) N NURSE CALL - DUTY STATION N D NURSE CALL - CODE BLUE N CB NURSE CALL - STAFF ASSIST N SA NURSE CALL - DOME LIGHT N DL NURSE CALL - TOILET PULL N T SAFETY SWITCH MOTOR STARTER COMBINATION MOTOR STARTER/SAFETY SWITCH T THERMOSTAT B RELAY ELECTRICALLY OPERATED SOLENOIDS GROUND CONDUIT STUB INDICATES DEVICES SHOWN UNDER COMMON COVERPLATE 46" 60" 60" 60" LIGHT FIXTURE a NL 2 B TYPE DESIGNATION CIRCUIT NUMBER SWITCH REFERENCE (RC# = RELAY CONTROL) HALF FILLED INDICTATES AN EMERGENCY LIGHT NL (NL=NIGHT LIGHT) RECESSED DOWNLIGHT PENDANT - COORDINATE LENGTH WITH ARCHITECT WALL-MOUNTED FIXTURE EXTERIOR DEFAULT MOUNTING HEIGHT = 12' TRACK LIGHTING- INDICATES NUMBER OF LIGHTS EXIT LIGHT-WITH DIRECTIONAL ARROW(S); DARKENED AREA INDICATES NUMBER AND ORIENTATION OF FACES EXIT LIGHT-WITH EMERGENCY LIGHTING HEADS AND DIRECTIONAL ARROWS EMERGENCY LIGHTING WALL PACK EMERGENCY LIGHTING REMOTE HEAD S STANDARD SNAP LIGHT SWITCH 46" LOW-VOLTAGE SWITCH; "LD#" INDICATES A SPECIFIC LOW-VOLTAGE LIGHTING DETAIL; LOW VOLTAGE SWITCH. "LD#" INDICATES CONTROL TYPE REFER TO CORRESPONDING DETAIL FOR REQUIRED DEVICES AND CONNECTIONS FOR LIGHTING, SENSOR AND RECEPTACLE CONTROL. LD#46" DIMMER SWITCHD 46" THREE-WAY SWITCH3 46" FOUR-WAY SWITCH4 46" KEY-OPERATED SWITCHK 46" SWITCH WITH PILOT LIGHT 46" ON/OFF SWITCH WITH OCCUPANCY SENSOROS 46" OS OCCUPANCY SENSOR: D1 - CEILING MT, 500SF DUAL TECH, STANDALONE W/ POWER PACK D2 - CEILING MT, 2000SF DUAL TECH, STANDALONE W/ POWER PACK L1 - CEILING MT, 2000SF DUAL TECH, CONNECTED TO LTG CTRL PANEL W1 - WALL MT AT SWITCH LOCATION, 1-BUTTON FOR ON/OFF W2 - WALL MT AT SWITCH LOCATION, 2-BUTTON FOR LEVEL CONTROL N1 - CEILING SENSOR CONNECTED TO ROOM CONTROLLER PER DETAIL N2 - CEILING SENSOR CONNECTED TO ROOM CONTROLLER PER DETAIL N3 - WALL MT, GYMNASIUM W/ WIREGUARD ## S S S S S S S DS DAYLIGHT SENSOR (TO ROOM CONTROLLER ); DAYLIGHT SENSOR CONNECTED TO ROOM CONTROLLER FOR DIMMED DAYLIGHT CONTROL. REFER TO DAYLIGHTING CONNECTION DETAIL. TIME-SWITCH (TC: TIME-CLOCK) PHOTOCELL TS PC ELECTRICAL SWITCHBOARD OR SPECIALTY EQUIPMENT; SEE LABELLING OR KEYED NOTE ON SHEET PANELBOARD MOUNT TOP OF PANEL AT 6.0' A.F.F. J JUNCTION BOX 18" ACTIVATION KIT IN FLOORBOX. PROVIDE 2" CONDUIT TO ACCESSIBLE CEILING SPACE FOR FUTURE A/V INSTALL BY OWNER.EC # #VIEW REFERENCE; REFER TO INDICATED SECTION OR DETAIL MOTOR OR EQUIPMENT; SEE SCHEDULESEF-1 ELECTRICAL KEY NOTE SYMBOL NUMBER# A AMPERE AB ABOVE BACKSPLASH AC ALTERNATING CURRENT ADD ADDENDUM AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE AHU AIR HANDLING UNIT ARCH ARCHITECTURAL ATS AUTOMATIC TRANSWER SWITCH AUTO AUTOMATIC BCCT BOTTOM OF CABLE TRAY C CONDUIT CB CIRCUIT BREAKER CCT, CKT CIRCUIT CCTV CLOSED CIRCUIT CONNECTION CLG CEILING COMB COMBINATION CONN CONNECT, CONNECTION CONTR CONTRACTOR CUH CABINET UNIT HEATER DIST DISTRIBUTION DN DOWN DWG DRAWING EA EACH EC ELECTRICAL CONTRACTOR ELR END-OF-LINE RESISTOR EM EMERGENCY EMS EMERGENCY MANAGEMENT SYSTEM EP ELECTRICAL PNEUMATIC SWITCH EQUIP EQUIPMENT EX EXISTING EXPL EXPLOSION PROOF FA FIRE ALARM FDR FEEDER FIN FINISHED FLR FLOOR FLA FULL LOAD AMPS FSEC FOOD SERVICE EQUIPMENT CONTRACTOR FACP FIRE ALARM CONTROL PANEL GND,GRD GROUND GFI,GFCI GROUND-FAULT CIRCUIT INTERRUPTER HOA HAND-OFF-AUTOMATIC ALARM HP HORSEPOWER HTG HEATING HTR HEATER HUH HORIZONTAL UNIT HEATER HZ HERTZ I/L INTERLOCK I/C INTERCOM IDF INTERMEDIATE DISTRIBUTION FRAME IC INTERRUPTING CAPACITY IG ISOLATED GROUND JB JUNCTION BOX KVA KILOVOLT-AMPERE KW KILOWATT LOC LOCATION LTG LIGHTING LV LOW-VOLTAGE MAX MAXIMUM MCC MOTOR CONTROL CENTER MDF MAIN DISTRIBUTION FRAME MECH MECHANICAL MIN MINIMUM MFGR MANUFACTURER MSS MOTOR STARTER SWITCH MTC EMPTY CONDUIT MTD MOUNTED MTS MANUAL TRANSFER SWITCH ELECTRICAL ABBREVIATIONS SHEET INDEX SYMBOL DESCRIPTION HEIGHT LIGHTING COMMUNICATIONS BELL OR OTHER AUDIBLE DEVICE 80"B V VOLUME CONTROL 46" A AUDIO JACK M MICROPHONE; WALL OR CEILING MOUNTED 18"/CLGM S PROJECTION SPEAKER; "WP" ANNOTATION INDICATES WEATHERPROOF EXTERIOR SPEAKER 80" S J SPEAKER JACK LOCAL SOUND SYSTEM SPEAKERS S SPEAKER; WALL OR CEILING MOUNTED; "V" ANNOTATION INDICATES SPEAKER WITH VOLUME CONTROL 80"/CLGS C CLOCK W/ TWO FACES; END-MOUNT 80" C CLOCK TV TV CONNECTION ROUGH-IN; SINGLE-GANG JUNCTION BOX W/ (1) DATA DROP TERMINATED IN BISCUIT BOX 60" 80" SB SMARTBOARD CONNECTION ROUGH-IN; PROVIDE A 1900 DEEP JUNCTION BOX WITH (2) 1" EMPTY CONDUITS TO THE CEILING SPACE ABOVE. PROVIDE A 2 GANG MUD RING WITHOUT ANGLED CORNERS FOR THE FUTURE SMARTBOARD OR AV SYSTEM. 18" AV A/V CONNECTION ROUGH-IN; PROVIDE 5" SQUARE BOX WITH (1) 1-1/4" CONDUIT TO ACCESSIBLE CEILING SPACE FOR FUTURE INSTALLATION OF A/V DEVICES BY OWNER. 18" MEDICAL MISCELLANEOUS SYMBOL DESCRIPTION HEIGHT SYMBOL DESCRIPTION HEIGHT NA NOT APPLICABLE NC NORMALLY CLOSED NO NORMALLY OPEN NF NON-FUSED OC ON CENTER OS OCCUPANCY CENTER PB PULL-BOX PE PNEUMATIC-ELECTRIC SWITCH PH PHASE PNL PANEL PR PAIR PVC POLY-VINYL-CHLORIDE PWR POWER REC RECEPTACLE RM ROOM S DENOTES “SURFACE” DEVICE SHT SHEET SPC SPACE SPR SPARE SS STAINLESS STEEL SW SWITCH SWBD SWITCHBOARD SWGR SWITCHGEAR TC TIME-CLOCK TELE TELEPHONE TE TELECOMMUNICATION ENCLOSURE TS TIME-SWTICH TSFR TRANSFER TV TELEVISION TYP TYPICAL TVSS TRANSIENT VOLTAGE SURGE PROTECTION UG UNDERGROUND UH UNIT HEATER UV UNIT VENTILATOR V VOLTAGE VA VOLT-AMPERE VFD VARIABLE FREQUENCY DRIVE W WATTAGE WM SURFACE WIREMOLD WP WEATHERPROOF RECEPTACLE (DUPLEX)18" BOX AT BASE OF DEVICE INDICATES WIREMOLD-MOUNT, TYP ALL DEVICES. QUADRUPLEX RECEPTACLE 18" GFI RECEPTACLE (DUPLEX)46" COMBINATION USB/DUPLEX RECEPTACLE DUPLEX RECEPTACLE ON EMERGENCY POWER 18" QUADRUPLEX RECEPTACLE ON EMERGENCY POWER 18" GREEN DUPLEX RECEPTACLE ON OCCUPANCY SENSOR REFER TO LOW VOLTAGE DETAILSG 18" GREEN QUADRUPLEX RECEPTACLE ON OCCUPANCY SENSOR REFER TO LOW VOLTAGE DETAILSG 18" DUPLEX RECEPTACLE (TAMPER RESISTANT)TR DUPLEX RECEPTACLE (SPLIT WIRED)18" 18"SPECIAL PURPOSE OUTLET POKE-THRU FLOORBOX; ATTACHED SYMBOLS INDICATE INSTALLED DEVICES/SERVICES IN-GRADE FLOORBOX; ATTACHED SYMBOLS INDICATE INSTALLED DEVICES/SERVICES POWER 1. EQUIPMENT SHALL BE INSTALLED AT THE MOUNTING HEIGHTS INDICATED UNLESS SHOWN OTHERWISE ON THE ARCH. ELEVATIONS, NOTED ON THE DRAWINGS, OR IN THE SPECIFICATIONS. 2. ALL MOUNTING HEIGHTS ARE TO CENTER OF DEVICE FROM FINISHED FLOOR. MOUNTING HEIGHTS INDICATED ON WALL ELEVATIONS, TAKE PRECEDENCE OVER MOUNTING HEIGHTS LISTED ABOVE. 3. LETTERS ADJACENT TO SYMBOLS INDICATE UNIT TYPE -SEE SPECS. 4. DOTTED SYMBOLS INDICATE EXISTING DEVICES. 5. TICK MARKS CONNECTED TO SYMBOLS INDICATE WALL MOUNTED DEVICES. ELECTRICAL SYMBOL GENERAL NOTES PANELBOARD DENOTES WIRE SIZE OTHER THAN #12 AWG ANY CIRCUIT WITHOUT DESIGNATION IS A TWO WIRE CIRCUIT. ANY GREATER NUMBER OF WIRES IS INDICATED BY CROSS MARKS. LONG CROSSMARK IS NEUTRAL(GROUNDED) CIRCUIT NUMBERS INDICATES GROUND WIRE LP1 #8 1,3,5 HOME RUN DOT-SAFETY GRD.) (HOOK ISOLATED GRD; <100A3G> 100A 3 G AMPERAGE # OF CONDUCTORS G = GROUND REQUIRED FEEDER TAG CIRCUITING FIRE ALARM MANUAL PULL STATIONF FIRE ALARM SPEAKER; MOUNT AT 80" OR 6.0" BELOW CEILING-WHICHEVER IS LOWEST.F FIRE ALARM STROBE; MOUNT AT 80" OR 6.0" BELOW CEILING-WHICHEVER IS LOWEST.F EMERGENCY STROBE; MOUNT AT 80" OR 6.0" BELOW CEILING-WHICHEVER IS LOWEST.E FIRE ALARM SPEAKER/STROBE; MOUNT AT 80" OR 6.0" BELOW CEILING-WHICHEVER IS LOWEST. F FIRE ALARM SMOKE DETECTORSF HF DSF RF FIRE ALARM HEAT DETECTOR FIRE ALARM DUCT SMOKE DETECTOR REMOTE DUCT SMOKE DETECTOR TEST STATION FS FIRE SMOKE DAMPER; PROVIDE 120v CONNECTION TO THE FIRE SMOKE DAMPER. PROVIDE A DUCT SMOKE DETECTOR WITH CONNECTIONS TO DAMPER & FACP. PROVIDE INTEGRATION WITH SERVING UNIT. DAMPER SHALL CLOSE WHENEVER SERVING UNIT IS NOT RUNNING. SD SMOKE DAMPER; PROVIDE 120v CONNECTION TO THE SMOKE DAMPER. PROVIDE A DUCT SMOKE DETECTOR WITH CONNECTIONS TO DAMPER & FACP. PROVIDE INTEGRATION WITH SERVING UNIT. DAMPER SHALL CLOSE WHENEVER SERVING UNITIS NOT RUNNING. FIRE ALARM FLOW-SWITCHFSF TS FIRE ALARM TAMPER SWITCHF FIRE ALARM SOLENOID VALVESVF FIRE ALARM DOOR HOLD OPEN (MAGNETIC)DHF FIRE ALARM INDIVIDUAL ADDRESSABLE MODULEAMF FIREMANS KEY LOCK BOXKF FIRE ALARM LOCK DOWN FLD FIRE ALARM CONTROL PANELFACP FIRE ALARM ANNUNCIATOR PANEL AND MICROPHONE UNITFAAM 46" FIRE ACCESS CONTROL J-BOXAC COMBINATION CARD READER KEYPADCK CARD READERCR DURESS ALARMDA DOOR CONTACT; PROVIDE ROUGH-IN FOR FUTURE DOOR CONTACTS. ROUTE CONDUIT FROM FRAME TO EXTERIOR OF BUILDING. DC ELECTRIC LOCKEL GLASS BREAK SENSORGB INTERCOMIC INTERCOM MASTERIM KEYPADKP LOCAL ALARMLA LOCK DOWNLD MOTION DETECTORMD PUSH BOTTONPB POWER DOOR OPERATORPO POWER SUPPLYPS INTEGRATION RELAYR WIRELESS DURESS REPEATERRP REQUEST-TO-EXIT DEVICERX WIRELESS DURESS RECEIVERWR WORK STATIONWS PAN/TILT/ZOOM SURVEILLANCE CAMERAC PTZ C CAMERA ROUGH-IN; PROVIDE (1) DATA DROP DOOR SECURITY ROUGH-IN; REFER TO DOOR SECURITY ROUGH-IN DETAIL SECURITY DATA VOICE/DATA OUTLET; PROVIDE 2 GANG DEEP BOX WITH TWO (2) 3/4" CONDUITS FOR ROUTED TO TE LOCATED IN MECH ROOM 18" WAP CLG WIRELESS ACCESS POINT; PROVIDE DOUBLE GANG BOX AND (1) 1" CONDUIT FROM DEVICE TO TE LOCATED IN MECH ROOM DATA OUTLET; STANDARD (2) DATA DROPS "-D" ANNOTATION DENOTES NONTYPICAL DROP QTY, EG "3D"; PROVIDE DEVICES INDICATED AND A 2 GANG DEEP BOX WITH TWO (2) 3/4" CONDUITS FOR ROUTED TO TE LOCATED IN MECH ROOM 18" DATA OUTLET; STANDARD (1) DATA DROP; "W" ANNOTATION DENOTES MOUNTING HEIGHT AT 46"; PROVIDE DEVICES INDICATED AND A 2 GANG DEEP BOX WITH TWO (2) 3/4" CONDUITS FOR DATA/VOICE ROUTED TO TE LOCATED IN MECH ROOM 18" 18" 46" NUMBER NAME RE V I S I O N S / I S S U E NO . DA T E DE S C R I P T I O N 1 2 3 Signature Name License # Date SHEET NO: SHEET NAME: PROJECT NUMBER: DATE OF ISSUE: DRAWN BY: CHECKED BY: PR O J E C T N A M E : CONSULTANT: phone: (651) 696-5186 www.oertelarchitects.com 1795 Saint Clair Avenue St. Paul, Minnesota 55105 OERTEL ARCHITECTS, LTD. 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. CI T Y O F C O R C O R A N CO R C O R A N C O M M U N I T Y P A R K - MA I N P A R K B U I L D I N G NO T F O R C O N S T R U C T I O N 24-26 2352 E County Road J White Bear Lake, MN 55110 Office: (651) 407-6056 www.paulsonclark.com XX-XX-XXX E000 ELECTRICAL TITLE SHEET AJT RTA E000 ELECTRICAL TITLE SHEET E101 ELECTRICAL LIGHTING PLAN E201 ELECTRICAL POWER & SYSTEMS PLAN E300 ELECTRICAL DETAILS E400 ELECTRICAL SCHEDULES 03 / 1 1 / 2 0 2 5 9 0 % C D S E T OS OS OS OS OS OS OS OS OS OS Conduit and wire connections are not shown. Provide conduit and wire as required for the indicated circuitry. A maximum of three circuits are intended to be installed in a conduit and a maximum of three phase conductors. Multi-wire branch are circuits are not permitted unless specifically noted otherwise. Circuit numbers shown for homeruns to panelboards are not actual circuit numbers, but are used to establish circuiting intent. All circuits are 20a-1 pole unless noted otherwise. Provide breakers as required and noted in schedules. For exact location of ceiling mounted electrical devices, equipment, etc., refer to architectural reflected plans (rcp); for wall mounted devices, see architectural elevations. Where discrepancies occur between architectural and engineering plans, notify architect/engineer prior to starting work. Ceiling mounted devices shall be a matching white color. All back boxes and junction boxes shall be recessed mounted. A B C D E F General Notes 102 VESTIBULE 104 SOGN RR 107 SOGN RR 106 STORAGE 109 CATERING KITCHEN 110 STORAGE 111 SOGN RR 101 MAIN GATHERING 108 FAMILY SOGN RR 105 MECHANICAL- STORAGE 103 HALLWAY OS OS PARTITION SENSOR Location of digital timeclock touchscreen. PC Provide an exterior photocell, wired as an input to nLIGHT Control system, on the north side of the building. K7 18 K7 18 K7 18 H6 18 H6 18 H6 18 H6 18 H6 18 H6 18 L12 19 L12 19 L12 19 L12 19 N8 19 N4 18 N4 18 N4 18 N4 18 N4 18 N4 18 N4 18 N20 19 R 17 RP 17 LP-1 K7 18 18 LP-1A 17 LP-1A PROVIDE LIGHT FIXTURE AS PART OF ALTERNATE #?? L12 19 L12 19 LP-1A 19 LP-1A E 19 E 19 E 19 E 19 RE V I S I O N S / I S S U E NO . DA T E DE S C R I P T I O N 1 2 3 Signature Name License # Date SHEET NO: SHEET NAME: PROJECT NUMBER: DATE OF ISSUE: DRAWN BY: CHECKED BY: PR O J E C T N A M E : CONSULTANT: phone: (651) 696-5186 www.oertelarchitects.com 1795 Saint Clair Avenue St. Paul, Minnesota 55105 OERTEL ARCHITECTS, LTD. 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. CI T Y O F C O R C O R A N CO R C O R A N C O M M U N I T Y P A R K - MA I N P A R K B U I L D I N G NO T F O R C O N S T R U C T I O N 24-26 2352 E County Road J White Bear Lake, MN 55110 Office: (651) 407-6056 www.paulsonclark.com XX-XX-XXX E101 ELECTRICAL LIGHTING PLAN AJT RTA Electrical Keyed Notes 1/4" = 1'-0"1 LIGHTING PLAN 03 / 1 1 / 2 0 2 5 9 0 % C D S E T JCCCCELDC CR EL DC EL DC CR CR EL DC DC DC EL CR CR DC EL CR EL DC CR DC DC DC DC EL EL CR RX RX RX CR EL DC RX MD MD CR EL DC DC RX RX RX RX RX F S/CO Conduit and wire connections are not shown. Provide conduit and wire as required for the indicated circuitry. A maximum of three circuits are intended to be installed in a conduit and a maximum of three phase conductors. Multi-wire branch are circuits are not permitted unless specifically noted otherwise. Circuit numbers shown for homeruns to panelboards are not actual circuit numbers, but are used to establish circuiting intent. All circuits are 20a-1 pole unless noted otherwise. Provide breakers as required and noted in schedules. For exact location of ceiling mounted electrical devices, equipment, etc., refer to architectural reflected plans (rcp); for wall mounted devices, see architectural elevations. Where discrepancies occur between architectural and engineering plans, notify architect/engineer prior to starting work. Ceiling mounted devices shall be a matching white color. All back boxes and junction boxes shall be recessed mounted. A B C D E F General Notes 102 VESTIBULE 104 SOGN RR 107 SOGN RR 106 STORAGE 109 CATERING KITCHEN 110 STORAGE 111 SOGN RR 101 MAIN GATHERING 108 FAMILY SOGN RR 105 MECHANICAL- STORAGE 103 HALLWAY 46"46" LP-1 18" Mount receptacle beneath sink for connection to electric hand dryer and IR sensor faucets. Coordinate exact connection requirements with supplier prior to rough-in. Circuit shall be fed from a 120V, 20A GFCI circuit breaker. Provide a recessed junction box at 18" AFF for connection to Adult Changing Station. Verify connection requirements with supplier. 24" WP 24" WP 24" WP 24" WP 24" WP 18" ECUH-1 ACCU-1 ACCU-2 ACCU-3 FURN-3 ERV-1 ERV-2 FURN-1 FURN-2 WHT-1WS-1 ECUH-4 ECUH-3 ECUH-2 ECUH-5 4 6 5 11 12 13 13 15 15151414 1 5 1 5 2 10 4 16 16 4 3 7 7 8 4 9 1 9 9 9 1 ? 16 1 16 16 3 LP-1A 2 LP-1A 4 LP-1A 5 LP-1A 6 LP-1A 7 LP-1A 8 LP-1A 9 LP-1A 10 LP-1A 12 LP-1A 11 LP-1A 13 LP-1A 14 LP-1A 15 LP-1A 16 LP-1A LP-1A RE V I S I O N S / I S S U E NO . DA T E DE S C R I P T I O N 1 2 3 Signature Name License # Date SHEET NO: SHEET NAME: PROJECT NUMBER: DATE OF ISSUE: DRAWN BY: CHECKED BY: PR O J E C T N A M E : CONSULTANT: phone: (651) 696-5186 www.oertelarchitects.com 1795 Saint Clair Avenue St. Paul, Minnesota 55105 OERTEL ARCHITECTS, LTD. 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. CI T Y O F C O R C O R A N CO R C O R A N C O M M U N I T Y P A R K - MA I N P A R K B U I L D I N G NO T F O R C O N S T R U C T I O N 24-26 2352 E County Road J White Bear Lake, MN 55110 Office: (651) 407-6056 www.paulsonclark.com XX-XX-XXX E201 ELECTRICAL POWER & SYSTEMS PLAN AJT RTA Electrical Keyed Notes 1/4" = 1'-0"1 POWER & SYSTEMS PLAN 03 / 1 1 / 2 0 2 5 9 0 % C D S E T LP-1 120/208V 400A 3P,4W MCB <400A4> MECHANICAL / STORAGE UTILITY TRANSFORMER PROVIDE PAD AND VAULT PER UTILITY'S REQUIREMENTS PAD MOUNT CT CABINET GROUND PER NEC 250 LP-1A 120/208V 400A 3P,4W MLO <400A4> <100A3G>100A 3 G Amperage # of Conductors G = Ground Required Notes: * Optional installation, unless noted otherwise. (#) = Provide parallel sets of conductors as indicated. Accessible ceiling space Typical hollow metal frame J Provide 120V connection in ceiling space for lock power Note: Contractor to provide conduit into frame prior to completeion of storefront; coordinate rough-in to grame with cable pathway requirements to security devices Provide 3/4" conduit to access control panel located in Mech Room Provide single gang J-box at 42" AFF for card reader rough-in where indicated on plans Occupancy sensor power pack and/or control module Neutral Line IN Phase Wire Line IN Line Out nCM PDT 9 <Cat 5> Standard lighting OS Ceiling mounted Occupancy Sensor (nLight, or approved Equal) Typical on plan: Occupancy sensor power pack and/or control module Neutral Line IN Phase Wire Line IN Line Out nPOD nCM PDT 9 Low voltage control wires <Cat 5> <C a t 5 > Typical low voltage switch; provide for each indicated zone Dimmable lighting OS Ceiling mounted Occupancy Sensor (nLight, or approved Equal) Typical on plan: ON/OFF Neutral Line IN Phase Wire Line IN Line Out Low voltage control wires Dimmable lighting <C a t 5 > Provide addition power pack and/or control module for each additional indicated zone/circuit RE V I S I O N S / I S S U E NO . DA T E DE S C R I P T I O N 1 2 3 Signature Name License # Date SHEET NO: SHEET NAME: PROJECT NUMBER: DATE OF ISSUE: DRAWN BY: CHECKED BY: PR O J E C T N A M E : CONSULTANT: phone: (651) 696-5186 www.oertelarchitects.com 1795 Saint Clair Avenue St. Paul, Minnesota 55105 OERTEL ARCHITECTS, LTD. 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. CI T Y O F C O R C O R A N CO R C O R A N C O M M U N I T Y P A R K - MA I N P A R K B U I L D I N G NO T F O R C O N S T R U C T I O N 24-26 2352 E County Road J White Bear Lake, MN 55110 Office: (651) 407-6056 www.paulsonclark.com XX-XX-XXX E300 ELECTRICAL DETAILS AJT RTA NTS1Electrical Riser Diagram Electrical Feeder Schedule Feeder Ampacity 3 Wire Feeder 4 Wire Feeder 20 A 1/2"C, 3#12 & 1#12 GND 1/2"C, 4#12 & 1#12 GND 30 A 3/4"C, 3#10 & 1#10 GND 3/4"C, 4#10 & 1#10 GND 50 A 3/4"C, 3#8 & 1#10 GND 1"C, 4#8 & 1#10 GND 60 A 1"C, 3#6 & 1#10 GND 1"C, 4#6 & 1#10 GND 80 A 1"C, 3#4 & 1#8 GND 1 ¼"C, 4#4 & 1#8 GND 100 A 1 ¼"C, 3#3 & 1#8 GND 1 ¼"C, 4#3 & 1#8 GND 125 A 1 ¼”"C, 3#1 & 1#6 GND 1 ½"C, 4#1 & 1#6 GND 150 A 1 ½” C, 3#1/0 & 1#6 GND 2"C, 4#1/0 & 1#6 GND 175 A 1 ½"C, 3#2/0 & 1#6 GND 2"C, 4#2/0 & 1#6 GND 200 A 2"C, 3#3/0 & 1#6 GND 2"C, 4#3/0 & 1#6 GND 225 A 2"C, 3#4/0 & 1#4 GND 2 ½”C, 4#4/0 & 1#4 GND 250 A 2 ½"C, 3#250 & 1#4 GND 2 ½"C, 4#250 & 1#4 GND 300 A 2 ½"C, 3#350 & 1#4 GND 3"C, 4#350 & 1#4 GND 400 A 3"C, 3#500 & 1#3 GND 3 ½"C, 4#500 & 1#3 GND 500 A (2) 2 ½"C, 3#250 & 1#2 GND (2) 3"C, 4#250 & 1#2 GND 600 A (2) 3"C, 3#350 & 1#1 GND (2) 3"C, 4#350 & 1#1 GND 800 A (2) 3"C, 3#500 & 1#1/0 GND (2) 3 ½"C, 4#500 & 1#1/0 GND 1000 A (4) 2 ½"C, 3#250 & 1#2/0 GND (4) 3"C, 4#250 & 1#2/0 GND 1200 A (4) 3"C, 3#350 & 1#3/0 GND (4) 3"C, 4#350 & 1#1/0 GND 1600 A (4) 3 ½"C, 3#600 & 1#4/0 GND (4) 4"C, 4#600 & 1#4/0 GND 2000 A (6) 3"C, 3#400 & 1#250 GND (6) 3 ½"C, 4#400 & 1#250 GND 2500 A (7) 3"C, 3#500 & 1#350 GND (7) 3 ½"C, 4#500 & 1#350 GND 3000 A (8) 3 ½"C, 3#500 & 1#400 GND (8) 3 ½"C, 4#500 & 1#400 GND 4000 A (11) 3 ½"C, 3#500 & 1#500 GND (11) 4”C, 4#500 & 1#500 GND NTS8Door Rough-in for Security 03 / 1 1 / 2 0 2 5 9 0 % C D S E T NTS3Lighting Control (Occupancy Sensor) NTS4Lighting Control (Manual w/ Dimming, Occupancy Sensor) RE V I S I O N S / I S S U E NO . DA T E DE S C R I P T I O N 1 2 3 Signature Name License # Date SHEET NO: SHEET NAME: PROJECT NUMBER: DATE OF ISSUE: DRAWN BY: CHECKED BY: PR O J E C T N A M E : CONSULTANT: phone: (651) 696-5186 www.oertelarchitects.com 1795 Saint Clair Avenue St. Paul, Minnesota 55105 OERTEL ARCHITECTS, LTD. 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. CI T Y O F C O R C O R A N CO R C O R A N C O M M U N I T Y P A R K - MA I N P A R K B U I L D I N G NO T F O R C O N S T R U C T I O N 24-26 2352 E County Road J White Bear Lake, MN 55110 Office: (651) 407-6056 www.paulsonclark.com XX-XX-XXX E400 ELECTRICAL SCHEDULES AJT RTA Light Fixture Schedule Type Mark Description Mounting Input Power CCT Voltage Manufacturer Alternate Manufacturer E Exit Light, Battery Universal 1 VA MVOLT LITHONIA #LQC-1-R-EL-N H6 4' LED Wraparound Surface Mount 49 VA 4000 K MVOLT LITHONIA #BLWP4-60L-ADP-EZ1-840 K7 2X4 Recessed Vandal Resistant Troffer Recessed 59 VA 4000 K MVOLT LITHONIA #2GTL4 F 4 72L MVOLT EZ1 LP840 DGA24 L12 12ft Direct/Indirect Suspended Linear Aircraft Cable 216 VA 4000 K MVOLT MARK LIGHTING #S4PID LLP 12FT MSL5 80CRI 40K 1200LMF I80CRI I40K I1000LMF BW SCT MIN1 FLL MVOLT N4 4FT Recessed Linear, Flush Lens Recessed 20 VA 4000 K MVOLT MARK LIGHTING #SL4L LOP 4FT FLP GB 80CRI 40K 1000LMF MIN1 120V N8 8FT Recessed Linear, Flush Lens Recessed 20 VA 4000 K MVOLT MARK LIGHTING #SL4L LOP 8FT FLP GB 80CRI 40K 1000LMF MIN1 120V N20 20FT Recessed Linear, Flush Lens Recessed 20 VA 4000 K MVOLT MARK LIGHTING #SL4L LOP 20FT FLP GB 80CRI 40K 1000LMF MIN1 277V R 48FT Recessed Linear, Wet Location Recessed 5 VA 4000 K MVOLT Lumenwerx #V4SEALR D WET EPDO SW 80 500 30 48FT UNV D1 2MC 2EC48 TF DTR AL NA RP Recessed Linear, Wet Location, (2) 90 Degree Corners Recessed 5 VA 4000 K MVOLT Lumenwerx #V4SEALRPAT D WET EPDO SW 80 500 30 140FT11IN LEV 90(2) UNV D1 3MC 3EC48 TF DTR AL NA Mechanical Equipment Schedule Equipment Number Description Size Voltage Phase Disc. By Disc. Type Disc. Size Disc. Poles Disc. Location Starter By Starter Type Starter Size Starter Location Panel Circuit Number Feeder Notes ACCU-1 Air Cooled Condenser 26.4 MCA 208 V 1 Elec NFS 60 A 2 Near Unit (WP) Mech - - w/ Unit LP-1 1,3 <30A2G> ACCU-2 Air Cooled Condenser 26.4 MCA 208 V 1 Elec NFS 60 A 2 Near Unit (WP) Mech - - w/ Unit LP-1 5,7 <30A2G> ACCU-3 Air Cooled Condenser 21.5 MCA 208 V 1 Elec NFS 60 A 2 Near Unit (WP) Mech - - w/ Unit LP-1 9,11 <30A2G> ECUH-1 Electric Cabinet Unit Heater 4kW 208 V 3 Mech - - 3 At Unit Mech - - w/ Unit LP-1 13,15,17 <20A3G> ECUH-2 Electric Cabinet Unit Heater 4kW 208 V 3 Mech - - 3 At Unit Mech - - w/ Unit LP-1 19,21,23 <20A3G> ECUH-3 Electric Cabinet Unit Heater 4kW 208 V 3 Mech - - 3 At Unit Mech - - w/ Unit LP-1 25,27,29 <20A3G> ECUH-4 Electric Cabinet Unit Heater 4kW 208 V 3 Mech - - 3 At Unit Mech - - w/ Unit LP-1 31,33,35 <20A3G> ECUH-5 Electric Cabinet Unit Heater 4kW 208 V 3 Mech - - 3 At Unit Mech - - w/ Unit LP-1 37,39,41 <20A3G> ERV-1 Energy Recovery Unit 208 V 1 Elec NFS 30 A 2 At Unit Mech - - w/ Unit LP-1 2,4 <20A2G> ERV-2 Energy Recovery Unit 208 V 1 Elec NFS 30 A 2 At Unit Mech - - w/ Unit LP-1 6,8 <20A2G> FURN-1 Furnace 10.1 FLA 120 V 1 Elec MSS 20 A 1 At Unit Mech -- w/ Unit LP-1 10 <20A2G> FURN-2 Furnace 10.1 FLA 120 V 1 Elec MSS 20 A 1 At Unit Mech -- w/ Unit LP-1 12 <20A2G> FURN-3 Furnace 7.7 FLA 120 V 1 Elec MSS 20 A 1 At Unit Mech - -w/ Unit LP-1 14 <20A2G> WHT-1 Water Heater 9 KW 208 V 3 Elec NFS 30 A 3 At Unit - - - - LP-1 18,20,22 <50A3G> WS-1 Water Softener 2.6 FLA 120 V 1 Elec REC (GFCI) 20 A 1 Near Unit - - - - LP-1 16 <20A2G> Notes: Spare 3840 VA 100.00% 3840 VA Receptacle 6480 VA 100.00% 6480 VA Total Est. Demand...200 A Power 9491 VA 125.00% 11864 VA Total Conn. Current:166 A Lighting 2951 VA 125.00% 3689 VA Total Est. Demand:72222 VA HVAC 18182 VA 125.00% 22727 VA Total Conn. Load:59826 VA Electric Heat 19995 VA 125.00% 24993 VA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Total Amps:181 A 155 A 165 A Total Load:21501 VA 18638 VA 19688 VA 41 -- -- -- 1333... 0 VA 1 20 A Spare 42 39 -- -- -- 1333... 0 VA 1 20 A Spare 40 37 ECUH-5 20 A 3 1333... 0 VA 1 20 A Spare 38 35 -- -- -- 1333... 0 VA 1 20 A Spare 36 33 -- -- -- 1333... 0 VA 1 20 A Spare 34 31 ECUH-4 20 A 3 1333... 0 VA 1 20 A Spare 32 29 -- -- -- 1333... 0 VA 1 20 A Spare 30 27 -- -- -- 1333... 0 VA 1 20 A Spare 28 25 ECUH-3 20 A 3 1333... 0 VA 1 20 A Spare 26 23 -- -- -- 1333... 0 VA 1 20 A Spare 24 21 -- -- -- 1333... 3000... -- -- -- 22 19 ECUH-2 20 A 3 1333... 3000... -- -- -- 20 17 -- -- -- 1333... 3000... 3 35 A WHT-1 18 15 -- -- -- 1333... 312 VA 1 20 A WS-1 16 13 ECUH-1 20 A 3 1333... 924 VA 1 15 A FURN-3 14 11 -- -- -- 1789... 1212... 1 15 A FURN-2 12 9 ACCU-3 35 A 2 1789... 1212... 1 15 A FURN-1 10 7 -- -- -- 2196... 701 VA -- -- -- 8 5 ACCU-2 40 A 2 2196... 701 VA 2 15 A ERV-2 6 3 -- -- -- 2196... 701 VA -- -- -- 4 1 ACCU-1 40 A 2 2196... 701 VA 2 15 A ERV-1 2 CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT Enclosure:NEMA 1 Feed-Thru Lugs:Yes Bussing:400 A Cu Mounting:SURFACE Wires:4 Mains Rating:400 A Supply From: Phases:3 Mains Type:MCB Location:MECHANICAL- STORAG...Volts:120/208 Wye A.I.C. Rating: Branch Panel: LP-1 Notes: Total Est. Demand...40 A Spare 3840 VA 100.00% 3840 VA Total Conn. Current:37 A Receptacle 6480 VA 100.00% 6480 VA Total Est. Demand:14234 VA Power 180 VA 125.00% 225 VA Total Conn. Load:13451 VA Lighting 2951 VA 125.00% 3689 VA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Total Amps:48 A 27 A 40 A Total Load:5600 VA 3240 VA 4611 VA 41 Spare 20 A 1 0 VA 0 VA 1 20 A Spare 42 39 Spare 20 A 1 0 VA 0 VA 1 20 A Spare 40 37 Spare 20 A 1 0 VA 0 VA 1 20 A Spare 38 35 Spare 20 A 1 0 VA 0 VA 1 20 A Spare 36 33 Spare 20 A 1 0 VA 0 VA 1 20 A Spare 34 31 Pedestrian Pole Lighting (Alternate) 20 A 1 1920... 32 29 Parking Lot Lighting 20 A 1 1920... 30 27 28 25 26 23 24 21 22 19 Lighting Room 101, 103, 102 20 A 1 1340... 20 17 Lighting - Exterior 20 A 1 942 VA 670 VA 1 20 A Lighting Room 105, 111, 110, 108... 18 15 Receptacle CATERING KITCHEN... 20 A 1 540 VA 900 VA 1 20 A Receptacle Room 106, 101 16 13 Receptacle CATERING KITCHEN... 20 A 1 360 VA 360 VA 1 20 A Receptacle CATERING KITCHEN... 14 11 Refrigerator (GFCI Breaker) 20 A 1 180 VA 180 VA 1 20 A Refrigerator (GFCI Breaker) 12 9 Receptacle Room 102, 101 20 A 1 720 VA 180 VA 1 20 A Sink IR/Hand Dryer (GFCI) 10 7 HALLWAY 103 20 A 1 360 VA 180 VA 1 20 A Sink IR/Hand Dryer (GFC BreakerI) 8 5 Room 110, 105 20 A 1 540 VA 180 VA 1 20 A Sink IR/Hand Dryer (GFC BreakerI) 6 3 Adult Changing Station 20 A 1 180 VA 720 VA 1 20 A Receptacle Room 108, 104, 107,... 4 1 Receptacle - Exterior 20 A 1 900 VA 180 VA 1 20 A Sink IR/Hand Dryer (GFC BreakerI) 2 CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT Enclosure:NEMA 1 Feed-Thru Lugs:Yes Bussing:400 A Cu Mounting:SURFACE Wires:4 Mains Rating:400 A Supply From:LP-1 Phases:3 Mains Type:MLO Location:MECHANICAL- STORAG...Volts:120/208 Wye A.I.C. Rating: Branch Panel: LP-1A 03 / 1 1 / 2 0 2 5 9 0 % C D S E T MECHANICAL SYMBOLS ABV ABOVE AFF ABOVE FINISHED FLOOR AHAP AS HIGH AS POSSIBLE AHJ AUTHORITY HAVING JURISTICTION AHU AIR HANDLER UNIT ALT ALTERNATE AP ACCESS PANEL ARCH ARCHITECTURAL / ARCHITECT BAS BUILDING AUTOMATION SYSTEM BCO BUILDING CLEAN OUT BD BACKDRAFT DAMPER BFP BACKFLOW PREVENTER BLDG BUILDING BOP BOTTOM OF PIPE BSMT BASEMENT BTU BRITISHTHERMAL UNIT BTJ BETWEEN JOIST CAB CABINET CB CATCH BASIN CBD CONTINUOUS BLOW DOWN CFCI CONTRACTOR FURNISHED & INSTALLED CFH CUBIC FEET PER HOUR CFM CUBIC FEET PER MINUTE CHW CIRCULATING HOT WATER CI CAST IRON CLG CEILING CO CLEAN OUT CONC CONCRETE COND CONDENSATE CONN CONNECT, CONNECTION CONT CONTINUATION / CONTINUOUS CONTR CONTRACTOR COORD COORDINATE CRD CEILING RADIATION DAMPER CUH CABINET UNIT HEATER CV CONTROL VALVE CW COLD WATER DBJ DUCT BETWEEN JOIST DDC DIRECT DIGITAL CONTROLS DIA DIAMETER DISCH DISCHARGE DN DOWN DS / DSN DOWNSPOUT / DOWNSPOUT NOZZLE DT TEMPERATURE DIFFERENCE DWG DRAWING DX DIRECT EXPANSION EAT ENTERING AIR TEMPERATURE EWT ENTERING WATER TEMPERATURE EC ELECTRICAL CONTRACTOR ECM ELECTRIC COMMUTATED MOTOR EF EXHAUST FAN EG EXHAUST GRILLE EL ELEVATION ELECT ELECTRICAL ENT ENTERING EQUIP EQUIPMENT ER EXHAUST REGISTER EXH EXHAUST EXIST EXISTING EXPL EXPLOSION PROOF EXT EXTERIOR EWC ELECTRIC WATER COOLER F FAHRENHEIT FA FIRE ALARM FCU FAN COIL UNIT FD FIRE DAMPER / FLOOR DRAIN FLR FLOOR FT FEET FPM FEET PER MINUTE FPS FEET PER SECOND G NATURAL GAS GA GAUGE GAL GALLON GPH GALLON PER HOUR GPM GALLON PER MINUTE GEN / GC GENERAL / GENERAL CONTRACTOR GND GROUND GPM GALLONS PER MINUTE GWH GAS WATER HEATER HB HOSE BIBB HORZ HORIZONTAL HTR HEATER HV HAND VALVE HVAC HEATING, VENTILATION & AIR CONDITIONING HW HOT WATER HWR HOT WATER RETURN HWS HOT WATER SUPPLY IE INVERT ELEVATION IN INCH INSUL INSULATION INV INVERT JTS JOIST KW KILOWATT LAV LAVATORY LAT LEAVING AIR TEMPERATURE LWT LEAVING WATER TEMPERATURE LF LINEAR FEET LOC LOCATION / LOCATE LTG LIGHTING MBH THOUSAND BTU'S PER HOUR MC MECHANICAL CONTRACTOR MECH MECHANICAL MEZZ MEZZANINE MFGR MANUFACTURER MISC MISCELLANEOUS MOT MOTORIZED NA NOT APPLICABLE NC NORMALLY CLOSED NO NORMALLY OPEN NTS NOT TO SCALE OA OUTSIDE AIR OFCI OWNER FURNISHED, CONTRACTOR INSTALLED OSD OVERLOW STORM DRAIN OS&Y OUTSIDE SCREW AND YOKE PD PRESSURE DROP PIV POST INDICATOR VALVE PLBG PLUMBING PN PNEMATIC PRESS PRESSURE PRV POWER ROOF VENTILATOR / PRESSURE REDUCING VALVE PSIA POUNDS PER SQUARE INCH ABSOLUTE PSIG POUNDS PER SQUARE INCH GAUGE PT POINT PVC POLY-VINYL-CHLORIDE RA RETURN AIR RAD RADIATION / RADIATOR RD ROOF DRAIN REC RECESSED REF REFERENCE REG REGISTER REQ'D REQUIRED RET RETURN REV REVISIONS RFRG REFRIGERATION RG RETURN GRILLE RIC RETURN IN COVER RM ROOM RPZ REDUCED PRESSURE ZONE BACKFLOW PREVENTOR RR RETURN REGISTER RWL RAIN WATER LEADER MECHANICAL ABBREVIATIONS MECHANICAL SHEET INDEX SYMBOL DESCRIPTION NUMBER NAME BRANCH CONNTECTION OUT OF BOTTOM BRANCH CONNECTION OUT OF TOP COMBINATION WYE & 1/8 BEND ELBOW DOWN ELBOW UP 90° ELBOW 45° ELBOW TEE CONNECTION TEE CONNECTION DOWN TEE CONNECTION UP WYE VAC MA MEDICAL VACUUM MEDICAL COMPRESSED AIR SCW O NO N LPG LA IRR IG ID G STORM DRAIN SANITARY DRAIN (WASTE) SOFTENED COLD WATER OXYGEN NITROUS OXIDE NITROGEN LIQUIFIED PETROLEUM GAS LABORATORY COMPRESSED AIR IRRIGATION WATER SUPPLY INTERRUPTIBLE GAS INDIRECT DRAIN LINE NATURAL GAS VENT PIPE 120°F CIRCULATING HOT WATER HOT WATER 180°F HOT WATER CATCH BASIN CLEAN OUT FLOOR CLEAN OUT FLOOR DRAIN ROOF DRAIN 120° 140° 180° CA AW AW AV COMPRESSED AIR COLD WATER CIRCULATING HOT WATER ACID WASTE, BELOW GRADE ACID WASTE, ABOVE GRADE ACID VENT FOS FOR FUEL OIL SUPPLY FUEL OIL RETURN SD 140°F HOT WATER PLUMBING FIRE PROTECTION SYMBOL DESCRIPTION F DFS DSP FP WSP DEPARTMENT CONNECTION DRY FIRE SPRINKLER LINE DRY STANDPIPE FIRE PROTECTION LINE - OUTSIDE BLDG FIRE SPRINKLER LINE WET STANDPIPE CHWS CHWRR HWR HPWS HPWR HPS HG GCDS GCDR CR(HPS) CR CR(LPS) BF CD CDR CDS CHWR BOILER FEED LINE CONDENSATE DRAIN CONDENSER WATER RETURN CONDENSER WATER SUPPLY CHILLED WATER RETURN CHILLED WATER REVERSE RETURN CHILLED WATER SUPPLY CONDENSATE RETURN CONDENSATE RETURN - HIGH PRESSURE STEAM CONDENSATE RETURN - MEDIUM PRESSURE STEAM GLYCOL CONDENSER RETURN GLYCOL CONDENSER SUPPLY REFRIGERANT HOT GAS HIGH PRESSURE STEAM HEAT PUMP WATER RETURN HEAT PUMP WATER SUPPLY HEATING WATER RETURN LOW PRESSURE STEAMHPS HVAC SYMBOL DESCRIPTION CHWS CHWRR HPWS HPWR HPS HG GCDS GCDR CR(HPS) CR CR(LPS) BF CD CDR CDS CHWR BOILER FEED LINE CONDENSATE DRAIN CONDENSER WATER RETURN CONDENSER WATER SUPPLY CHILLED WATER RETURN CHILLED WATER REVERSE RETURN CHILLED WATER SUPPLY CONDENSATE RETURN CONDENSATE RETURN - HIGH PRESSURE STEAM CONDENSATE RETURN - MEDIUM PRESSURE STEAM GLYCOL CONDENSER RETURN GLYCOL CONDENSER SUPPLY REFRIGERANT HOT GAS HIGH PRESSURE STEAM HEAT PUMP WATER RETURN HEAT PUMP WATER SUPPLY HEATING WATER RETURN REFIRGERANT LIQUID LOW PRESSURE STEAM MEDIUM PRESSURE STEAM PUMPED CONDENSATE RETURN LPS HVAC SYMBOL DESCRIPTION LIQ MPS PCR HWR FD S FS BD M P T T H E O A THERMOSTAT - ELECTRIC HUMIDISTAT THERMOSTAT - PNEUMATIC SUPPLY AIR RETUEN AIR EXHAUST AIR SUPPLY AIR DUCT CROSS SECTION RETURN AIR DUCT CROSS SECTION OUTDOOR AIR DUCT CROSS SECTION AUTOMATIC FIRE DAMPER BACKDRAFT DAMPER MANUAL VOLUME DAMPER MOTORIZED DAMPER AUTOMATIC SMOKE DAMPER AUTOMATIC FIRE/SMOKE DAMPER PIPE CONNECTIONS SYMBOL DESCRIPTION This contractor shall visit the site and verify existing conditions and limitations prior to submitting bid and beginning work. No additional charges will be allowed due to this contractor's misunderstanding as to the amount of work involved or lack of knowledge of any condition in connection with the work. Notify Building Manager prior to starting work or shutting down any systems. Obtain the assistance of the facility maintenance staff when shutting down existing mechanical and electrical systems. Provide all equipment, piping, ductwork, controls, components, specialties and accessories necessary for complete and fully functioning mechanical systems whether or not specifically shown on the drawings. Secure all permits and pay all fees in connection with the mechanical work. Work performed and materials used shall conform in every respect to all requirements of applicable codes, ordinances, rules, and regulations pertaining to the work. This shall not permit a lower grade of construction where the drawings or specifications call for workmanship or materials in excess of code requirements. Provide timely and proper layout of mechanical equipment and systems. Coordinate mechanical work with work of other trades prior to ordering equipment, beginning system fabrication, and beginning installation. Noise and vibration generated on the project site as part of fabrication and installation of the mechanical work shall be limited to levels not objectionable to occupants and not detrimental to owner operations. Coordinate with general contractor times and locations where loud work may be performed. Provide adequate support and vibration isolation for all mechanical equipment and systems furnished and installed as part of the mechanical work. All mechanical equipment shall be supported from the building structure in accordance with code compliant and recognized industry standard methods. Refer to the architectural drawings for locations of all fire rated walls, ceilings and floors. Where mechanical systems penetrate rated walls, ceilings and floors, maintain the indicated rating with specification and code approved fire sealing materials. Coordinate construction openings necessary for the proper installation of mechanical systems with the general contractor. Do not cut new, pre- stressed or post-tensioned concrete floors or structural members without first consulting the architect or structural engineer. At the end of each day’s work properly remove and legally dispose of all debris, waste, rubbish, surplus materials, and similar items resulting from the work or associated operations, leaving the project site and all equipment furnished as part of the mechanical work in a clean and dust free condition. Transport debris and rubbish in such a manner as to prevent the spread of dust. Execute mechanical work with care. New and existing-to-remain construction which is damaged or defaced as a result of the work and is unsuitable for the use intended shall be removed and replaced by this contractor at no additional cost to the owner. The project mechanical drawings are symbolic and diagrammatic and are intended to show only the general scheme, equipment involved, and the approximate locations of materials and equipment. Information indicated on the drawings regarding utility service pressures, locations, invert elevations, and materials, has been obtained from a representative of the utility at the time of design. Verify such information prior to fabricating and installing any components associated with utility connections and notify engineer of any deviation before beginning installation of the system. The project mechanical drawings and specifications are to be considered as supplementing each other. Work specified but not shown, or shown but not specified shall be provided or performed as though mentioned and indicated in both the drawings and specifications. If items indicated on the drawings appear to conflict with other items indicated on the drawings or with the specifications, then the item or statement requiring the greater quantity, superior quality, or condition most favorable to the owner shall take precedence. The mechanical contractor is responsible for taking down, storage and re- installation of any existing ceiling grids, ceiling tiles, etc. as needed for installation of the new mechanical systems. The mechanical contractor shall replace any damaged grids, tiles, etc. to match existing. The mechanical contractor shall remove and reinstall any cross-bracing in the joist space that interferes with the installation of the new ductwork, piping and equipment that is to be installed with the joist spacing. The mechanical contractor shall provide all necessary offsets and/or transitions as required to install ductwork and piping in the ceiling joist space due to conflicts with existing equipment, ductwork, piping, lights and joist spacing. All piping, ductwork, equipment, etc. shown screened in plans with new work is existing and is to remain unless otherwise noted. Refer to the project mechanical specifications for further information and additional requirements. All mechanical contractors including demo, HVAC plumbing, fire protection, controls, etc. shall review all drawings & specifications in this complete set and provide a complete system as required and not limit themselves to any specific drawing / specification section. A. B. C. D. E. F. G. H. I. J. K. L. M. N. O. P. Q. R. S. T. OVERALL PROJECT MECHANICAL NOTES GENERAL NOTES C S ANGLE VALVE BALL VALVE BUTTERFLY VALVE CHECK VALVE CONTROL VALVE GAS COCK VALVE BACKWATER VALVE GLOBE VALVE GAS PRESSURE REGULATOR VALVE WALL HYDRANT OR HOSE BIBB OS&Y VALVE PRESSURE REDUCING VALVE REFRIGERANT EXPANSION VALVE RELIEF VALVE SQUARE HEAD BALANCING VALVE SHUTOFF VALVE SOLENOID VALVE TWO WAY CONTROL VALVE THREE WAY CONTROL VALVE REDUCED PRESSURE ZONE BACKFLOW PREVENTER VALVES SYMBOL DESCRIPTION SA SUPPLY AIR SAN SANITARY SCH SCHEDULES SCW SOFT COLD WATER SD STORM DRAIN / SUPPLY DIFFUSER SEN SENSIBLE SG SUPPLY GRILLE SH SHOWER SHT SHEET SP STATIC PRESSURE SPEC SPECIFICATION STAT THERMOSTAT STD STANDARD STRUC STRUCTURAL SS STAINLESS STEEL SV SAFETY VAVLE TA TRANSFER AIR TCC TEMPERATURE CONTROL CONTRACTOR TD TRENCH DRAIN TEMP TEMPERATURE TOF TOP OF FOOTING TTJ TIGHT TO JOIST TWJ THROUGH WEB OF JOIST TYP TYPICAL UG UNDERGROUND UH UNIT HEATER UR URINAL UV UNIT VENTILATOR V VENT VAC VACUUM VAV VARIABLE AIR VOLUME VD VOLUME DAMPER VEST VESTIBULE VIB VIBRRATION VIF VERIFY IN FIELD VFD VARIABLE FREQUENCY DRIVE VOL VOLUME VTR VENT THROUGH ROOF W WASTE W/ WITH W/O WITHOUT WB WET BULB WC WATER CLOSET WH WALL HYDRANT WIV WALL INDICATOR VALVE WP WEATHERPROOF WT WEIGHT WTR WATER T GENERAL SYMBOL DESCRIPTION PIPE ANCHOR AQUASTAT AIR VENT GENERIC STEAM TRAP CAPPED LINE CONCENTRIC REDUCER ECCENTRIC REDUCER EXPANSION JOINT FLEXIBLE CONNECTOR FLOW FITTING FLOW DIRECTION FLOW SWITCH PIPE GUIDE DIRECTION OF PITCH PRESSURE TEMPERATURE FITTING PUMP (DIAGRAMATIC) PRESSURE GAUGE WITH VALVE PRESSURE GUAGE WITH VALVE & SIPHON POINT OF CONNECTION POINT OF DEMOLITION SIGHT GLASS SHOCK ABSORBER STRAINER THERMOSTAT UNION RE V I S I O N S / I S S U E NO . DA T E DE S C R I P T I O N 1 2 3 Signature Name License # Date SHEET NO: SHEET NAME: PROJECT NUMBER: DATE OF ISSUE: DRAWN BY: CHECKED BY: PR O J E C T N A M E : CONSULTANT: phone: (651) 696-5186 www.oertelarchitects.com 1795 Saint Clair Avenue St. Paul, Minnesota 55105 OERTEL ARCHITECTS, LTD. 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. CI T Y O F C O R C O R A N CO R C O R A N C O M M U N I T Y P A R K - MA I N P A R K B U I L D I N G NO T F O R C O N S T R U C T I O N 24-26 2352 E County Road J White Bear Lake, MN 55110 Office: (651) 407-6056 www.paulsonclark.com XX-XX-XXX M000 MECHANICAL TITLE SHEET TLW BJG M000 MECHANICAL TITLE SHEET M101 UNDERGROUND PLUMBING PLAN M102 PLUMBING PLAN M201 HVAC PLAN M400 MECHANICAL DETAILS M500 MECHANICAL SCHEDULES 03 / 1 1 / 2 0 2 5 9 0 % C D S E T 2"W UP TO 2"FD-1 2"4"W UP TO WC-1 2"V UP TO MAIN LEVEL 4" 4" 2" 4"W UP TO 4"FCO 2"W UP TO L-1 4" 4" SANITARY SERVICE BELOW GRADE, 43 DFU, INV. ELEV. = 96.00' (ESTIMATED FINISHED FLOOR ELEVATION = 100.00'), SLOPE PIPE 1/4" PER FOOT, SEE CIVIL FOR CONTINUATION 4" 4"W UP TO 4" BUILDING CLEANOUT 4" 4" 4"W UP TO 4"FCO 4"W UP TO 4"FCO 4"W UP TO 4"FCO 2"V UP TO MAIN LEVEL 2"W UP TO L-1 2" 2" 2"W UP TO 2"FD-1 2"W UP TO 2"FD-1 4"W UP TO WC-1 2"V UP TO MAIN LEVEL 2"W UP TO EWC-1 2"W UP TO 2"FD-1 2"W UP TO L-1 2" 2" 4" 2"V UP TO MAIN LEVEL 4"W UP TO WC-1 2"V UP TO MAIN LEVEL 3"W UP TO MS-1 3" 2"W UP TO SK-2 3"W UP TO GREASE INTERCEPTOR 2"W UP TO 2"TTFD2" 3" 3"3"W UP TO 3"FCO 2" 3" 2"W UP TO SK-1 2"V UP TO MAIN LEVEL 3" 4" 3"W UP TO 3"FD-2 2"W UP TO L-12" 2"V UP TO MAIN LEVEL 4"W UP TO 4"FCO 4"4" 2" 4" 4"W UP TO WC-1 4"4" 2"CW UP TO MAIN LEVEL 2" DOMESTIC WATER SERVICE BELOW GRADE, 124.5 SFU (75 GPM), SEE CIVIL FOR CONTINUATION AND BURY DEPTH 5' - 0" 5' - 0 " GAS SERVICE UP TO MAIN LEVEL G GAS SERVICE BY UTILITY COMPANY RE V I S I O N S / I S S U E NO . DA T E DE S C R I P T I O N 1 2 3 Signature Name License # Date SHEET NO: SHEET NAME: PROJECT NUMBER: DATE OF ISSUE: DRAWN BY: CHECKED BY: PR O J E C T N A M E : CONSULTANT: phone: (651) 696-5186 www.oertelarchitects.com 1795 Saint Clair Avenue St. Paul, Minnesota 55105 OERTEL ARCHITECTS, LTD. 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. CI T Y O F C O R C O R A N CO R C O R A N C O M M U N I T Y P A R K - MA I N P A R K B U I L D I N G NO T F O R C O N S T R U C T I O N 24-26 2352 E County Road J White Bear Lake, MN 55110 Office: (651) 407-6056 www.paulsonclark.com XX-XX-XXX M101 UNDERGROUND PLUMBING PLAN TLW BJG 1/4" = 1'-0"1 Plumbing Plan - Underground 03 / 1 1 / 2 0 2 5 9 0 % C D S E T 101 MAIN GATHERING 106 STORAGE 107 SOGN RR 105 MECHANICAL- STORAGE 108 FAMILY SOGN RR 104 SOGN RR 102 VESTIBULE 109 CATERING KITCHEN 110 STORAGE 111 SOGN RR L-1 2"FD-1 WC-1 MS-1 SK-2 2"TTFD SK-1 3"FD-2 2"FD-1 WC-1 L-1 WC-1 L-1 2"FD-1 WC-1 L-1 2"FD-1 EWC-1 THIS STRUCTURE HAS A PITCHED ROOF AND UTILIZES EXTERIOR GUTTERS AND DOWNSPOUTS, THERE IS NO INTERIOR STORM DRAINAGE 4" BUILDING CLEANOUT 4"VTR 2" 2" 2"2" 4"FCO 4"FCO 4"FCO 4"FCO 3"FCO 4"VTR 2"2"2" 2" GI-1 2" 2" 2" 2" 2" 4"FCO HB-1 HB-1 HB-1 2" WATER METER, COORDINATE MANUFACTURER MAKE AND MODEL WITH UTILITY COMPANY 2" DOMESTIC WATER SERVICE DOWN TO UNDERGROUND AMTROL ST-5C-DD THERMAL EXPANSION TANK WH-1 3/4" 3/4" 1/2"1 1/2" 1/2" 1 1/2" 1/2"3/4" HB-1 WH-1 3/4" 3/4" 1 1/2"1/2" WHT-1 WS-1 4" HIGH CONCRETE HOUSEKEEPING PAD MAIN GAS SHUT OFF GAS METER BY UTILITY COMPANY FURN-1FURN-2 G 3/4"G TO FURN-3 FURN-3 G 3/4"G TO FURN-2 3/4"G TO FURN-1 GAS SERVICE BY UTILITY COMPANY RE V I S I O N S / I S S U E NO . DA T E DE S C R I P T I O N 1 2 3 Signature Name License # Date SHEET NO: SHEET NAME: PROJECT NUMBER: DATE OF ISSUE: DRAWN BY: CHECKED BY: PR O J E C T N A M E : CONSULTANT: phone: (651) 696-5186 www.oertelarchitects.com 1795 Saint Clair Avenue St. Paul, Minnesota 55105 OERTEL ARCHITECTS, LTD. 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. CI T Y O F C O R C O R A N CO R C O R A N C O M M U N I T Y P A R K - MA I N P A R K B U I L D I N G NO T F O R C O N S T R U C T I O N 24-26 2352 E County Road J White Bear Lake, MN 55110 Office: (651) 407-6056 www.paulsonclark.com XX-XX-XXX M102 PLUMBING PLAN TLW BJG 1/4" = 1'-0"1 Plumbing Plan - Main Level 03 / 1 1 / 2 0 2 5 9 0 % C D S E T All ductwork shall be fabricated, installed and supported in accordance with chapter 6 of the 2018 International Mechanical Code and associated 2020 Minnesota amendments, the most current ASHRAE and SMACNA standards and the mechanical specifications for this project. Provide adequate support and vibration isolation for all mechanical equipment and systems furnished and installed as part of the mechanical work. All mechanical equipment shall be supported from the building structure in accordance with code compliant and recognized industry standard methods. No ductwork or piping shall be supported from other ductwork, piping or conduit. Refer to the architectural drawings for locations of all fire rated walls, ceilings and floors. Where mechanical systems penetrate rated walls, ceilings and floors, maintain the indicated rating with specification and code approved fire sealing materials. Refer to the architectural reflected ceiling plans for ceiling types, heights, and exact locations of all diffusers, grilles, registers, lights, and ceiling mounted equipment. Coordinate air terminal device layout with other ceiling equipment and ceiling architectural features. Coordinate construction openings necessary for the proper installation of mechanical systems with the general contractor. Do not cut new, pre-stressed or post-tensioned concrete floors or structural members without first consulting the architect or structural engineer. Coordinate roof openings with general contractor prior to ordering and setting rooftop equipment. Provide sleeves for all ductwork and piping penetrations of walls and floors. Maintain respective wall and ceiling ratings at all mechanical penetrations. Ductwork dimensions are inside clear airflow dimensions. Increase lined ductwork dimensions accordingly. Contractor may substitute spiral ductwork in lieu of rectangular ductwork sizes. Provide a manual volume balancing damper on each branch duct that serves a diffuser or register. Provide flexible connections at the air inlet and outlet of each fan unit or device. Mount thermostats and wall switches at 54-inches above finished floor unless indicated otherwise. Refer to the HVAC drawings for locations. The project mechanical drawings are symbolic and diagrammatic and are intended to show only the general scheme, equipment involved, and the approximate locations of materials and equipment. The project mechanical drawings and specifications are to be considered as supplementing each other. Work specified but not shown, or shown but not specified shall be provided or performed as though mentioned and indicated in both the drawings and specifications. If items indicated on the drawings appear to conflict with other items indicated on the drawings or with the specifications, then the item or statement requiring the greater quantity, superior quality, or condition most favorable to the owner shall take precedence. Refer also to plumbing and lighting plans for coordination and to the project mechanical specifications for further information and additional requirements. HVAC GENERAL NOTES: A. B. C. D. E. F. G. H. J. K. L. M. N. O. 102 VESTIBULE 104 SOGN RR 107 SOGN RR 106 STORAGE 109 CATERING KITCHEN 110 STORAGE111 SOGN RR 101 MAIN GATHERING 108 FAMILY SOGN RR 105 MECHANICAL- STORAGE 103 HALLWAY FURN-2 FURN-1 FURN-3 ERV-2 ERV-1 UNDERGROUND DUCTWORK 24"x18" LOUVER 24"x18" LOUVER ECUH-1 ACCU-1 ACCU-2 ACCU-3 16"ø 16"ø 12 " x 1 2 " ECUH-5ECUH-4 ECUH-3 ECUH-2 RR1:30"x18" 1100 CFM22"x14" RR1:24"x12" 900 CFM22"x14" FLOOR TERMINALS (TYP) ER1:12"x12" 50 CFM ER1:12"x12" 260 CFM ER1:12"x12" 140 CFM SD1:6"Ø 50 CFM SD1:6"Ø 50 CFM RG1:6"x6" RG1:8"x6" (TYP OF 2) (TYP OF 2) SD1:8"Ø 200 CFM ER1:12"x12" 260 CFM SD1:8"Ø 200 CFM SD1:8"Ø 200 CFM SD1:10"Ø 300 CFM ER1:12"x12" 400 CFM ER1:12"x12" 100 CFM 16"x12" 8" x 8 " 8" x 8 " 8" x 8 " 8"x12"8"x8" 8"x8" 8" x 8 " 8"x14" 6" ø 10 " ø 6" ø 10"ø 12"ø 6" ø 6" ø 6" ø RR1:24"x12" 900 CFM 14"x12" SR1:10"x10" 350 CFM (TYP OF 5) SR1:10"x10" 435 CFM (TYP OF 4) RE V I S I O N S / I S S U E NO . DA T E DE S C R I P T I O N 1 2 3 Signature Name License # Date SHEET NO: SHEET NAME: PROJECT NUMBER: DATE OF ISSUE: DRAWN BY: CHECKED BY: PR O J E C T N A M E : CONSULTANT: phone: (651) 696-5186 www.oertelarchitects.com 1795 Saint Clair Avenue St. Paul, Minnesota 55105 OERTEL ARCHITECTS, LTD. 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. CI T Y O F C O R C O R A N CO R C O R A N C O M M U N I T Y P A R K - MA I N P A R K B U I L D I N G NO T F O R C O N S T R U C T I O N 24-26 2352 E County Road J White Bear Lake, MN 55110 Office: (651) 407-6056 www.paulsonclark.com XX-XX-XXX M201 HVAC PLAN TLW BJG 1/4" = 1'-0"1 HVAC Plan - Main Level 03 / 1 1 / 2 0 2 5 9 0 % C D S E T INSTALL STAINLESS STEEL TIE BANDS WITH ADJUSTING SCREWS AT BLEXIBLE/RIGID DUCT JOINTS FLEXIBLE DUCT SAME SIZE AS DIFFUSER NECK 90° RIGID ROUND ELBOW SAME SIZE AS DIFFUSER NECK (FLEX SHALL NOT BE USED IN ELBOW) CEILING DUCT HANGER (TYPICAL) RIGID SUPPLY AIR DUCT WITH 1" THICK EXTERIOR FIBERGLASS WRAPPING. SEE PLAN FOR SIZE. 5'-0" MAX LENGTH DIFFUSER NOTES: 1. INSTALL COMPLETE SYSTEM IN ACCORDANCE WITH ALL MANUFACTURER'S RECOMMENDATIONS AND GUIDELINES INCLUDING INSTALLATION OFF ALL FIELD INSTALLED COMPONENTS. 2. REFER TO EQUIPMENT SCHEDULE FOR QUANTITY OF RESIN TANKS REQUIRED. WATER SOFTENER BYPASS VALVES AND CONTROLLER RESIN TANK BRINE TANK PIPE TO FLOOR SINK CONCRETE BASIN BRINE LINE (TYP) WATER METER (TYP) DIAPHRAGM OPERATED VALVE (TYP) SHUT-OFF VALVE (TYP) FULL SIZE BYPASS VALVE (TYP) SOFT WATER HARD WATER S PRESSURE GAUGE (TYP) WATER HEATER PRESSURE GAUGE (TYP) PIPE RELIEF TO 12" ABV FLR DRAIN DRAIN VALVE W/ HOSE CONN (TYP) DOMESTIC HOT WATER TEMPERATURE GAUGE (TYP) DOMESTIC COLD WATER CHECK VALVE EXPANSION TANK UNION (TYP) CONCRETE HOUSEKEEPING PAD CAST IRON RISER (TO BELOW FROST DEPTH OUTSIDE BUILDING ONLY) COMPACTED EARTH 'Y' FITTING ACCESS HOUSING W/ C.O. COVER FINISHED SLAB FINISHED GRADE 2" ABOVE FINISHED GRADE AT EXTERIOR & FLUSH IN FINSHED AREAS DOMESTIC WATER METER, COORDINATE REQUIREMENTS WITH LOCAL UTILITY MOTORIZED VALVE, WIRE TO FLOW SWITCHES TO SHUT ON DETECTION OF FLOW 2" 2" WATER SERVICE, REFER TO CIVIL DRAWINGS THRUST BLOCK TO DOMESTIC SYSTEM HANGER ROD LOCKING NUT SUPPORT NUT HANGER SEE SPEC PIPE INSULATION HIGH DENSITY INSULATION 12" MIN. LENGTH METAL INSULATION PROTECTION SHIELD 12" MIN. LENGTH. VAPOR BARRIER CONTINUOUS SEALED UNDER METAL SHIELD INSULATED PIPE UNINSULATED PIPE NOTE: 1. PROVIDE AN OIL TRAP AT THE BASE OF ALL SUCTION AND HOT GAS RISERS, AND ONE ADDITIONAL TRAP FOR EACH 25 FEET OF VERTICAL RISE. 2. PROVIDE DOUBLE RISERS FOR ALL SUCTION AND HOT GAS RISERS IN SYSTEMS WITH CAPACITY REDUCTION WHERE GAS VELOCITIES IN VERTICAL RISERS WOULD FALL BELOW 1000 FPM. 3. REFRIGERATION LINES SHALL BE SIZED PER MFR'S RCOMMENDATIONS. H G H G LIQ LIQ SU C S U C S S S S MODULATING HOT GAS DISCHARGE BYPASS VALVE FURNISHED BY MFR. - INSTALLED BY MECHANICAL SOLENOID VALVE FURNISHED BY MFR. - INSTALLED BY MECHANICAL HOT GAS BYPASS (EACH CIRCUIT) FLEXIBLE CONNECTOR (TYP) SHUT-OFF VALVE (TYP) CONDENSING UNIT FILTER DRIER WITH VALVED BYPASS (TYP) SOLENOID VALVE (TYP) SIGHT GLASS (TYP) THERMOSTATIC EXPANSION VALVE (TYP)EVAPORATOR (TYP) RE V I S I O N S / I S S U E NO . DA T E DE S C R I P T I O N 1 2 3 Signature Name License # Date SHEET NO: SHEET NAME: PROJECT NUMBER: DATE OF ISSUE: DRAWN BY: CHECKED BY: PR O J E C T N A M E : CONSULTANT: phone: (651) 696-5186 www.oertelarchitects.com 1795 Saint Clair Avenue St. Paul, Minnesota 55105 OERTEL ARCHITECTS, LTD. 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. CI T Y O F C O R C O R A N CO R C O R A N C O M M U N I T Y P A R K - MA I N P A R K B U I L D I N G NO T F O R C O N S T R U C T I O N 24-26 2352 E County Road J White Bear Lake, MN 55110 Office: (651) 407-6056 www.paulsonclark.com XX-XX-XXX M400 MECHANICAL DETAILS TLW BJG NTS1Duct Connection To Diffuser NTS2Water Softener NTS3Electric Water Heater Piping Detail NTS4Typical Cleanout NTS5Domestic Water Service NTS6Clevis Hanger NTS7Refrigeration Piping Detail 03 / 1 1 / 2 0 2 5 9 0 % C D S E T RE V I S I O N S / I S S U E NO . DA T E DE S C R I P T I O N 1 2 3 Signature Name License # Date SHEET NO: SHEET NAME: PROJECT NUMBER: DATE OF ISSUE: DRAWN BY: CHECKED BY: PR O J E C T N A M E : CONSULTANT: phone: (651) 696-5186 www.oertelarchitects.com 1795 Saint Clair Avenue St. Paul, Minnesota 55105 OERTEL ARCHITECTS, LTD. 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. CI T Y O F C O R C O R A N CO R C O R A N C O M M U N I T Y P A R K - MA I N P A R K B U I L D I N G NO T F O R C O N S T R U C T I O N 24-26 2352 E County Road J White Bear Lake, MN 55110 Office: (651) 407-6056 www.paulsonclark.com XX-XX-XXX M500 MECHANICAL SCHEDULES TLW BJG Water Heater Schedule - Electric Mark Location Manufacturer Model Number Volume Recovery Power Voltage Phase Notes WHT-1 Mechanical/Storage 105 Bradford White LE350S3-3 45 gal 39 gal/h 9 KW 208 V 3 1 Plumbing Fixture Schedule Fixture Tag Fixture Type Minimum Pipe Sizes NotesCold Hot Waste Vent EWC-1 Electric Water Cooler 1/2" 0" 1 1/2" 2" ADA, dual heaight, bottle filler HB-1 Hose Bibb 3/4" 0" 0" 0" Loose key operation, nickel bronze box with chrome face, provide ASSE 1011 vacuum breaker L-1 Lavatory 1/2" 1/2" 1 1/2" 2" Wall hung lavatory system, touchless all-in one soap, water and hand dryer MS-1 Mop Sink 3/4" 3/4" 3" 2" 24"x24" floor basin with stainless steel bumber guard, hose and bracket, mop hanger, wall guard and wall mounted service faucet with lever handles, pail hook and wall brace SK-1 Three Compartment Sink 3/4" 3/4" 2" 2" Stainless steel, freestanding,splash mounted prerinse faucet and wall mounted prerinse sprayer, Route through grease interceptor, Provide 2"TTFD SK-2 Handwash Sink 1/2" 1/2" 1 1/2" 2" Wall mount, stainless steel, splash guard, splash mounted gooseneck faucet with wrist blades WC-1 Water Closet 1 1/2" 0" 4" 2" ADA, floor mount, battery powered touchless flush valve, elongated bowl WH-1 Wall Hydrant 3/4" 0" 0" 0" Freezeless wall hydrant, provide ASSE 1019 vacuum breaker, tamper resistant box, loose key operation, Cabinet Unit Heater Schedule Mark Manufacturer Model Number Orientation CFM EAT LAT Power Voltage Phase Starter By Disc. By Notes ECUH-1 Markel J3424T Semi-recessed 245 50 °F 102 °F 4kW 208 V 3 Mech Mech 1 ECUH-2 Markel J3424T Semi-recessed 245 50 °F 102 °F 4kW 208 V 3 Mech Mech 1 ECUH-3 Markel J3424T Semi-recessed 245 50 °F 102 °F 4kW 208 V 3 Mech Mech 1 ECUH-4 Markel J3424T Semi-recessed 245 50 °F 102 °F 4kW 208 V 3 Mech Mech 1 ECUH-5 Markel J3424T Semi-recessed 245 50 °F 102 °F 4kW 208 V 3 Mech Mech 1 Notes: 1. Provide factory disconnect, mounting hardware and integral tamper proof thermostat. Grease Interceptor Schedule Mark Manufacturer Model Number Flow Rate GPM Liquid Capacity Gallons Grease Holding Capacity (LB) Inlet/Outlet Pipe Sizes Notes GI-1 Schier GB2 35 GPM 20 130 3" Floor mount, below SK-1 Notes: 1. Provide with integral flow control and pump out port. Notes: 1. Provide temperature/pressure relief piped to mops sink. Wall mount unit above mop sink with drain pan. Air Terminal Schedule Mark Description Manufacturer Model Damper Finish Notes ER1 Exhaust Register 35° Deflection Titus 350RL O.B. White RG1 Return Grille 35° Deflection Titus 350RL None White RR1 Return Grille 35° Deflection Titus 350RL None White SD1 24"x24" Adjustable Square Cone Diffuser Titus TMSA None White SR1 Double Deflection Supply Register Titus 300RS White Furnace Schedule Mark Area Served Manufacturer Model Number CFM Heating Cooling Electrical NotesInput BTUH Output BTUH Total Capacity Sensible Capacity Refrigerant Voltage Phase Starter By Disc. By FURN-1 Main Gathering Lennox EL296UH090XV48C 1750 88000 85000 48000 Btu/h 39000 Btu/h R-454B 120 V 1 Mech Elec 1 FURN-2 Main Gathering Lennox EL296UH090XV48C 1750 88000 85000 48000 Btu/h 39000 Btu/h R-454B 120 V 1 Mech Elec 1 FURN-3 Bathrooms/Kitchen Lennox EL296UH070XV36B 1000 66000 62000 36000 Btu/h 29000 Btu/h R-454B 120 V 1 Mech Elec 1 ERV Schedule Mark Manufacturer Model Number Exhaust Fan Supply Fan Energy Recovered Electrical NotesCFM ESP HP CFM ESP HP Voltage Phase MCA MOCP ERV-1 RenewAire HE07INAA 600 0.60 in-wg 1 HP 600 0.75 in-wg 1 HP 0.0 Btu/h 120 V 1 3.5 A 15.0 A 1 ERV-2 RenewAire HE07INEE 300 0.60 in-wg 1 HP 300 0.60 in-wg 1 HP 0.0 Btu/h 120 V 1 6.2 A 15.0 A 1 Air Cooled Condenser Schedule Mark Location Manufacturer Model Number Total MBH Voltage Phase MCA MOCP Starter By Disc. By Notes ACCU-1 On-Grade Lennox EL22KCV-048-230A01 48 208 V 1 26.4 A 40.0 A Mech Elec 1 ACCU-2 On-Grade Lennox EL22KCV-048-230A01 48 208 V 1 26.4 A 40.0 A Mech Elec 1 ACCU-3 On-Grade Lennox EL22KCV-036-230A01 36 208 V 1 21.5 A 35.0 A Mech Elec 1 Water Softener Schedule Mark Manufacturer Model Number Grain Capacity Max Flow Rate Backwash Flow Rate Brine Tank Salt Capacity Brine Tank Dimensions Mineral Tank Dimensions Inlet/Outlet Pipe Sizes Notes WS-1 Water Control LF-150-TWIN 300,000 120 GPM 4 GPM 625 24"Ø x 50" tall 16"Ø x 78" tall 2" 1, 2 Notes: 1. Provide microprocessor control, electronic flow meter, brass valve construction, automatic timed brine refill, 6 ft 120 VAC power cord 2. Contractor to obtain water sample and verify hardness. Coordinate with supplier for exact water softener requirements prior to ordering Note: 1. Refer to architectural for exact plumbing fixture locations and mounting heights. Notes: 1. Provide with 2-stage heating, side return with filter rack, cased cooling coil section with coil, vent kit, flexible duct connections, motor starter, control transformer. Pipe condensate to floor drain. Provide with programmable thermostat. Notes: 1. Two-stage condensing unit. Provide unit base, crankcase heater, anti-short cycle timer, vibration isolation and refrigerant controls. Unit shall be interlocked with associated furnace. Notes: 1. Suspend unit from structure. Provide with total energy recovery core, low-leak exhaust and outdoor air dampers. Provide with ECM motors. Interlock with associated furnace. 03 / 1 1 / 2 0 2 5 9 0 % C D S E T CORCORAN STRUCTURAL ABBREVIATIONS: A ADDL ADDITIONAL ADJ ADJACENT ALT ALTERNATE ALUM ALUMINUM AR ANCHOR ROD ARCH ARCHITECT O OC ON CENTER OD OUTSIDE DIAMETER OSF OUTSIDE FACE OPNG OPENING OPP OPPOSITE O/O OUT TO OUT U UNO UNLESS NOTED OTHERWISE URM UNREINFORCED MASONRY E EA EACH EF EACH FACE EL ELEVATION ELEC ELECTRICAL ELEV ELEVATOR EJ EXPANSION JOINT EMBED EMBEDMENT EQ EQUAL EQUIP EQUIPMENT ES EACH SIDE EW EACH WAY E-W EAST - WEST DIRECTION (E) EXISTING EXP EXPANSION S SB SOIL BORING SC SLIP CRITICAL SCHED SCHEDULE SER STRUCTURAL ENGINEER OF RECORD SF SQUARE FOOT SIM SIMILAR SL SNOW LOAD SOG SLAB ON GRADE SPA SPACES SPEC SPECIFICATION SPF SPRUCE PINE FIR SS STAINLESS STEEL SSLT SHORT-SLOT LOAD TRANSVERSE STD STANDARD STIFF STIFFENER STL STEEL STRUCT STRUCTURE / STRUCTURAL SYM SYMMETRICAL SYP SOUTHERN YELLOW PINE Q QTY QUANTITY F FDN FOUNDATION FD FLOOR DRAIN FFE FINISHED FLOOR ELEVATION FLR FLOOR FS FOOTING STEP FT FEET FTG FOOTING FV FIELD VERIFY N NIC NOT IN CONTRACT N-S NORTH - SOUTH DIRECTION NLT NAIL LAMINATED TIMBER NTS NOT TO SCALE NWT NORMAL WEIGHT G GA GAGE/GAUGE GALV GALVANIZED GB GRADE BEAM GC GENERAL CONTRACTOR GLB GLUE LAMINATED BEAM GLC GLUE LAMINATED COLUMN GLT GLUE LAMINATED TIMBER GR GRADE GSN GENERAL STRUCTURAL NOTES GWB GYPSUM WALL BOARD L LB(S) POUND(S) LL LIVE LOAD LLH LONG LEG HORIZONTAL LLV LONG LEG VERTICAL LONG LONGITUDINAL LSL LAMINATED STRAND LUMBER LSH LONG SIDE HORIZONTAL LSV LONG SIDE VERTICAL LWT LIGHT WEIGHT LVL LAMINATED VENEER LUMBER M MAX MAXIMUM MECH MECHANICAL MEP MECHANICAL, ELECTRICAL & PLUMBING MEZZ MEZZANINE MFR MANUFACTURER MIN MINIMUM MISC MISCELLANEOUS MSR MACHINE STRESS RATED MTL METAL H HK HOOK HORIZ HORIZONTAL HSA HEADED STUD ANCHOR HSS HOLLOW STRUCTURAL SHAPE HT HEIGHT B BDE BOTTOM OF DECK ELEVATION BFE BOTTOM OF FOOTING ELEVATION BM BEAM BOL BOTTOM OF LINTEL BOT BOTTOM BP BEARING PLATE / BASE PLATE BR BOTTOM REINFORCING BTWN BETWEEN C CA COLUMN ABOVE CANTL CANTILEVER CB COLUMN BELOW CFS COLD-FORMED STEEL CGS CENTER OF GRAVITY STRAND CIP CAST IN PLACE CJ CONTROL JOINT CJP COMPLETE JOINT PENETRATION CL CENTER LINE CLR CLEAR CLT CROSS LAMINATED TIMBER CMU CONCRETE MASONRY UNIT COL COLUMN CONC CONCRETE CONN(S) CONNECTION(S) CONST CONSTRUCTION CONT CONTINUOUS COSP CODE OF STANDARD PRACTICE D d NAIL DIAMETER db BAR DIAMETER DBA DEFORMED BAR ANCHOR DBL DOUBLE DEG DEGREE DEMO DEMOLITION DF DOUGLAS FIR-LARCH DIA DIAMETER DIAG DIAGONAL DIM DIMENSION DL DEAD LOAD DLT DOWEL LAMINATED TIMBER I ID INSIDE DIAMETER INCL INCLUDE ISF INSIDE FACE J JT JOINT JBE JOIST BEARING ELEVATION K K KIPS KLF KIPS PER LINEAL FOOT KSF KIPS PER SQUARE FOOT KSI KIPS PER SQUARE INCH KO KNOCK OUT R R RADIUS RD ROOF DRAIN REF REFERENCE REINF REINFORCEMENT/REINFORCING REQD REQUIRED REV REVISION RO ROUGH OPENING RSS RUGGED STRUCTURAL SCREW RTU ROOF TOP UNIT P PAF POWER ACTUATED FASTENER PC PRECAST CONCRETE PL PLATE PLF POUNDS PER LINEAL FOOT PLYWD PLYWOOD PRE FAB PREFABRICATED PROJ PROJECTION PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PSL PARALLEL STRAND LUMBER PT POST TENSIONED V VERT VERTICAL W W/ WITH W/O WITHOUT WD WOOD WF WIDE FLANGE WL WIND LOAD WP WORK POINT WT WEIGHT WWR WELDED WIRE REINFORCING T T/G TONGUE AND GROOVED TBE TOP OF BEAM ELEVATION TDE TOP OF DECK ELEVATION TEMP TEMPORARY TFE TOP OF FOOTING ELEVATION TGBE TOP OF GRADE BEAM ELEVATION TPCE TOP OF PILE CAP ELEVATION TPCPE TOP OF PRECAST PLANK ELEVATION TPE TOP OF PIER ELEVATION TR TOP REINFORCING TRANS TRANSVERSE TSE TOP OF SHEATHING ELEVATION TSE TOP OF SLAB ELEVATION TSE TOP OF SUBFLOOR ELEVATION TWE TOP OF WALL ELEVATION TYP TYPICAL GENERAL SYMBOLS: F1 SPREAD FOOTING MARK NUMBER H1 HEADER MARK NUMBER HD1 HOLD DOWN MARK NUMBER J10 JOIST MARK NUMBER P1 PIER MARK NUMBER SW1 SHEAR WALL MARK NUMBER T1 TRUSS MARK NUMBER W1 WALL MARK NUMBER WC1 WOOD COLUMN MARK NUMBER WF1 WALL FOOTING MARK NUMBER MARKS AND SYMBOLS LEGEND: KEYNOTE MARK NUMBER FS W1 FOOTING STEP LOCATION APPROXIMATE LOCATION OF DRAIN TILE CONTINUOUS EXTENT OF ELEMENT SLAB STEP LOCATION WITH ELEVATIONS MATCH LINE SHADED AREA INDICATES PROJECTION OF EXISTING CONSTRUCTION ELEVATION MARKER NEW BUILDING GRID LINE APPROXIMATE LOCATION OF UTILITY PIPE PENETRATION THROUGH FOUNDATION WALL MARKS: WALL MARK NUMBER OR WALL TYPE APPROXIMATE LOCATION OF SOIL BORING COMPRESSION PILE PLAN SYMBOLS LEGEND: F1 (xx'-xx") P1 C1 COLUMN MARK PIER MARK FOOTING MARK TOP OF FOOTING ELEVATION WF 1 FOUNDATION SYSTEM: EXTENT OF ELEMENT SLAB STEP LOCATION CHANGE IN SLAB SLOPE CHANGE IN SLAB THICKNESS SPAN DIRECTION OF ELEMENT 1 APPROXIMATE LOCATION OF TENSION / COMPRESSION PILE APPROXIMATE LOCATION OF TEST PILE APPROXIMATE LOCATION OF COMPRESSION PILE SPREAD FOOTING WALL FOOTING PILE CAP (x x ' -xx " ) TOP OF FOOTING ELEVATION PILE CAP MARK TOP OF PILE CAP ELEVATION PC4 (xx'-xx") STEEL FRAMING SYSTEM: V41 [12] UPWARD CAMBER REQUIRED AT MID SPAN OF STEEL BEAM IN INCHES NUMBER OF HEADED STUDS MOMENT FRAME CONNECTION (E) EXISTING FRAMING MEMBER W__ x __ C=3/4 WOOD FRAMING SYSTEM: H 3 10 M or L F FT 16 24 # NOMINAL 2x PLIES NOMINAL HEADER DEPTH ENGINEERED WOOD (M = MSR, L = LVL) FLUSH -FRAMED (AS OCCURS) TRUSS DEPTH TRUSS SPACING W 4 16 NOMINAL 2x STUD DEPTH STUD SPACING HEADER MARK FLOOR/ROOF TRUSS MARK WOOD WALL MARK (xx'-x") WO1WEB OPENING ELEVATION OF MEMBER CANTILEVER BEAM SIZE -SAME AS BACKSPAN, UNO (?'-?")(?'-?") SHEAR WALL MARK SW1 SHEAR WALL HOLD DOWN J 2 12 NOMINAL JOIST WIDTH NOMINAL JOIST DEPTH JOIST MARK 16 JOIST SPACING SB1 GB 1 0 0 1 GRADE BEAM TOTAL TRIMMERS AT HEADER OR ADDITIONAL STUDS IN WALL 2 (EX. H310LF)(EX. FT1624, RT1624) (EX. W416) 2 PLY (AS OCCURS) (EX. J21216) SWA # Sxxx # Sxxx DETAIL CALLOUT ELEVATION CALLOUT P1 C1 TOTAL WALL END STUDS REQD ? SHEAR WALL CONTINUOUS ROD SYSTEM ADDITIONAL STUDS REQD AT END OF SHEAR WALL 4HD##CR##DRILLED PIER MARK DRILLED PIER CAP MARK TOP OF DRILLED PIER ELEVATION WHERE DIFFERENT THAN TYPICAL TOP OF PILE CAP ELEVATION WHERE DIFFERENT THAN TYPICALDRILLED PIER DP1 TDPE = xx'-xx" DPC1 TPCE = xx'-xx" SHEET LIST SHEET # SHEET NAME S001 LEGEND SHEET S002 GENERAL STRUCTURAL NOTES S003 GENERAL STRUCTURAL NOTES S201 FOUNDATION PLAN S202 ROOF FRAMING PLAN S401 FOUNDATION SCHEDULES AND TYPICAL DETAILS S402 MASONRY SCHEDULES AND TYPICAL DETAILS S403 WOOD SCHEDULES AND TYPICAL DETAILS S501 FOUNDATION DETAILS S701 ROOF FRAMING DETAILS phone: (651) 696-5186 www.oertelarchitects.com 1795 Saint Clair Avenue St. Paul, Minnesota 55105 OERTEL ARCHITECTS, LTD. PROFESSIONAL ENGINEER 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 Print Name: Signature: Date:License #: Commission #: Date: Checked By: Drawn By:NOT FOR CONSTRUCTIONFILE NAME: PLOTTED: SHEET NO: SHEET NAME: CONSULTANT: CI T Y O F C O R C O R A N CO R C O R A N C O M M U N I T Y P A R K - MA I N P A R K B U I L D I N G TEB KSF S001 LEGEND SHEET 2025-03-11 24-635 RE V I S I O N S # R E V D A T E TYPICAL NOTES: These notes specify the requirements for the design represented in these documents. The construction and materials shall comply with all the pertinent codes and references, plans, and details, including (but not limited to) those shown in architectural, civil, mechanical and electrical drawings. The Contractor shall verify all dimensions and existing conditions in the field that affect construction prior to commencing work on the affected element or shop drawing submittals. Resolve any discrepancies with the Architect prior to construction. The contract structural drawings and specifications represent the completed structure. The Contractor is responsible for bracing and shoring (without overstressing) all structural elements as necessary at any stage of construction until completion of the project. The Structural Engineer of Record is not responsible for the Contractor’s means, methods, sequences or procedures of construction. Contractor shall recognize and consider effects of thermal movements of structural elements during construction period. The Contractor is solely responsible for site safety including all temporary precautionary measures and safety programs. Site observation visits by the Structural Engineer of Record do not include review of the contractor’s safety precautions. Refer to architectural, mechanical and electrical drawings for locations, elevations, dimensions, and details of sleeves, inserts, openings, recesses, curbs, housekeeping pads, etc. that are not shown on the structural drawings and do not damage structural members. Information shown in the structural drawings regarding existing conditions represents the current and general field conditions related to the new work, to the best of our knowledge. Report all discrepancies (unforeseen conditions) to the Architect for resolution prior to performing related new work. Requests for information shall be submitted in writing and shall reference the part of the construction documents that is in question. SPECIAL INSPECTIONS: Special inspections required by the building code and these documents shall be provided in addition to inspections to be performed by the city in which the project is located. Contractor shall read and understand their duties in the specification and under the building code for special inspections and coordinate as necessary the Owner's responsibilities. The Special Inspectors shall be provided by the Owner and shall use current structural drawings incorporating all revisions and approved shop drawings. Special inspection reports are to be submitted promptly and within 24 hours to the Structural Engineer of Record and Contractor from the time when inspections are performed. The General Contractor shall provide timely notice (minimum 24 hours) to the Special Inspector and sufficient time for the Inspector to perform their inspection. For a schedule of Special Structural Inspections required by the building code for this project, see the Special Inspection Schedule. DELEGATED DESIGN AND DEFERRED SUBMITTALS: The following items are a delegated design and shall be issued as deferred submittals per IBC. The delegated design submittal shall include shop drawings and an engineering analysis signed and sealed by the licensed design professional responsible for their preparation: Metal Plate Connected Wood Trusses Glued-Laminated Wood Construction Curtain Wall Framing The contractor shall retain a professional engineer licensed in the state where this project is located to design and detail delegated design items to meet the performance and design criteria indicated in the contract documents. Under no circumstances will MBJ review shop drawings that are considered to be scanned/copied construction document submittals. The Detailer shall produce and submit original documents for review. All items issued as deferred submittals shall be issued a minimum of 30 days prior to installation and shall not be installed until their design and submittal documents have been reviewed for general conformance to the drawings by the General Contractor, the Structural Engineer of Record and the Building Official. A copy of the deferred submittal shall be forwarded to the Building Official after the Structural Engineer of Record has reviewed the documents and prior to the erection of the deferred submittal items. DESIGN CODES AND STANDARDS: 2018 International Building Code, as amended and adopted by the State of Minnesota. MATERIAL PROPERTIES: Reinforcing Steel (Fy): Typical 60,000 psi ASTM A615 Grade 60 Weldable 60,000 psi ASTM A706 Grade 60 Cast-in-Place Concrete (f'c) at 28 days, UNO: Controlled Low 1,200 psi Maximum Strength Material (CLSM) 50 psi Minimum Footings 4,000 psi Piers and Walls (non-shear) 4,000 psi Slabs on Grade 4,000 psi Exterior Concrete 4,500 psi w/ air entrainment All Concrete not otherwise noted 4,000 psi DESIGN LOADS: LATERAL LOADS: Risk Category: II Wind Loads: Primary Frame Wind Data: Basic Wind Speed: V ult = 109 mph Exposure Category: C Internal Pressure Coefficient (Gcpi): +0.18 or –0.18 Components and Cladding Wind Loads: Exterior Component/Cladding: Supplier to develop based on code criteria and indicate on shop drawings. Seismic Loads: Primary Seismic Data: No design required GRAVITY LOADS: Dead Load: Roof: psf Floor: psf Snow Load: Ground Snow Load, Pg: 50 psf Flat-Roof Snow Load, Pf: 35 psf Snow Exposure Factor, Ce: 1.0 Snow Load Importance Factor, I: 1.0 Thermal Factor, Ct: 1.0 Unbalanced/Drift Snow Load: Refer to plan, UNO Roof Live Load: Live Load, (reducible): 20 psf Net Uplift for Joist Design: __ psf Mechanical and Electrical Equipment Units: Refer to drawings, for the units’ locations, sizes, and weights. Future Mechanical and Electrical Units: This project is not designed for future units. CONVENTIONAL FOOTINGS: Footings are designed for a maximum allowable soil bearing pressure of 2500 pounds per square foot on undisturbed natural soil or compacted engineered fill. Soil bearing pressure is to be verified in the field during construction by a qualified Geotechnical Engineer. All topsoil, fill, organic, and/or other unsuitable bearing material shall be removed below the footings and/or within the building area to the depths indicated in the geotechnical engineering report and extent of removal shall be field verified by the Geotechnical Engineer. All excavations shall be observed by a qualified Geotechnical Engineer to verify removal of all unsuitable material,and confirm the proper preparation of bearing conditions. Rock excavation for individual footings is not expected to exceed five foot depth, UNO No mass excavation is anticipated. Blasting is not permitted. For footings that do not bear on natural undisturbed soil, extend engineered fill laterally beyond bottom edge of footing per recommendations in the geotechnical report. Foundation and retaining walls shall be back filled with free draining fill approved by the Geotechnical Engineer. Provide drainage board and perforated pipe as required by the contract documents and verify with the Architect and Civil Engineer. Engineered fill shall not be placed on frozen material and frozen material shall not be used as engineered fill. Contractor shall provide any means necessary to prevent frost penetration under footings during construction. Backfill equally on both sides of foundation walls to prevent overturning or lateral wall movement, or brace as necessary. For stepping of wall footings reference drawings for detail. FOUNDATIONS: Refer to geotechnical report number 24-500 by Independent Testing Technologies, dated March 7, 2025. The Contractor shall verify the location of all existing and new underground utilities and tanks prior to beginning excavation. For underground utilities adjacent to foundations and through foundations reference drawings for typical detail showing step footings below utilities as required to avoid undermining of structure by utilities. REINFORCED CONCRETE: The detailing, fabrication and erection of all reinforcing shall be done in accordance with the latest edition of ACI-315, “Manual of Standard Practice for Detailing Reinforced Concrete Structures and ACI-318, “Building Code Requirements for Structural Concrete.” All reinforcing bars are deformed and continuous, unless noted otherwise. Refer to drawings for reinforcing lap length schedule. Provide suitable wire spacers, chairs, etc. for support of reinforcing steel in proper position while placing concrete. All bars shall be tied to prevent displacement while placing concrete. All chairs and slab bolsters shall be plastic or steel with plastic tips. When reinforcing steel is epoxy coated or p/t tendons are fully encapsulated, all chairs and slab bolsters shall be epoxy coated or plastic and all support bars shall be epoxy coated. Chairs are to be stable and resist tipping. The fabricator shall submit a complete list of accessories and placing details with the shop drawings. No horizontal construction joints shall be placed in beams, joists, or slabs, unless shown on drawings. Locate vertical construction joints in beams and slabs at central one third of span. Refer to drawings for details. Submit proposed construction joint locations to the Structural Engineer of Record for review prior to placement of concrete. Where new concrete is placed against existing concrete, the existing concrete shall be roughened to a minimum 1/4" amplitude. Refer to drawings for placement guidelines of embedded pipes, sleeves, and conduits. Conduits are not permitted in slabs 3 inches or less in thickness. Conduit and piping shall be fabricated and installed so that cutting, bending, or displacement of reinforcement from its specified location is not required. Concrete cover for pipe embedments with their fittings shall be at least 1-1/2 in. For concrete exposed to earth or weather, and at least 3/4 in. For concrete not exposed to weather, or not in contact with ground Aluminum conduit, aluminum sleeves and aluminum embeds are not permitted in concrete. All conduits shall be placed within the middle one-third of the slab thickness. The maximum size of conduits shall be 1 1/4” diameter and shall be spaced no closer (to each other or reinforcing steel) than 4 inches unless prior approval is obtained from the structural engineer. Sleeves and conduits shall pass perpendicularly through beams in the center third of the beam's depth.Embedded boxes shall not be located on the bottom face of beams and shall meet clearance requirements for beam reinforcing tendons and reinforcing steel. Embedded boxes, sleeves and conduits shall not be placed within a distance of 2’-6” from the face of any column and shall not be placed within 1’-6” of any anchor without prior approval from the structural engineer. In areas of high conduit concentration where it is not possible to meet the above requirements, consult the structural engineer prior to placement. Provide a 3/4 inch chamfer for all exposed concrete corners. See architectural drawings for details and additional requirements. Formwork and all shoring for flatwork shall be left in place until the concrete reaches at least 75 percent of the 28-day compressive strength. Design of shoring and reshoring is the responsibility of the Contractor and shall conform to ACI 347R and ACI 347.2R. Concrete compressive strength testing used to determine flatwork stripping times shall be performed using one of the following methods: CIPPOC and standard cylinders cured and stored in the same conditions as the flatwork. Maturity testing properly calibrated and conducted by an approved testing agency. Calcium chloride is not permitted as a concrete additive. Concrete Cover on Reinforcing: Topping Slab: 3/4" clear top Slab on Grade: upper third of slab Concrete covers are intended to meet 2 hour rating requirements of IBC Section 721.1 prescriptive fire protection. Footings and Caissons: 3” clear bottom and sides 2” clear top Walls: #5 and smaller 1 1/2” clear earth or weather face #6 and greater 2" clear earth or weather face 3/4” interior face Columns and Beams: 1 1/2” clear to ties or stirrups Joists: 1” clear top 3/4” clear bottom and sides Slabs: 1" clear top 3/4" clear bottom carbonate aggregate 1" clear bottom siliceous aggregate SHOP DRAWINGS: Submit shop drawing schedule with construction schedule that includes consideration for review period. See specification for additional information. General contractor shall submit shop drawings in digital format (.pdf) for structural review. Digital drawings shall meet the following requirements. 1. All pages are rotated, printed to scale with searchable text. 2. All transmittals shall be located as the first page of the submittal or as a separate file within one digital package. 3. Contractor digital review comments and their digital stamp shall be attached. Our review will not occur until the contractor has reviewed, coordinated with other trades and provided shop stamp. 4. MBJ will mark-up the digital set in red and return a digital file via email, ftp site or other means. Under no circumstances will MBJ review shop drawings that are considered to be scanned/copied construction document submittals. The Detailer shall produce and submit original documents for review. POST-INSTALLED ANCHORS: Post installed anchors to be installed in concrete base material shall have current ICC approval for use in both cracked and un- cracked concrete in accordance with ACI 355.2, ACI 355.4, ICC ES AC193 and ICC ES AC308. Post-installed anchors to be installed in masonry base material shall have a current ICC approval for use in uncracked, fully grouted concrete masonry unit construction in accordance with ICC-ES AC01, ICC-ES AC58 and ICC-ES AC106. Contact Engineer of Record for anchorage to hollow masonry or unreinforced clay masonry not covered by this section. Post-installed anchors shall only be used where specified on the construction documents. The Contractor shall obtain approval from the Engineer of Record prior to installing post-installed anchors in place of missing or misplaced cast-in-place anchors. Submit a work plan including proposed products for approval prior to commencing corrective work. Post-installed adhesive anchors shall not be used for fire rated components supporting gravity loads. Verify that supporting substrate and environmental conditions are consistent with the manufacturer’s installation instructions and the ICC-ES report. Post-installed anchors shall be installed in accordance with the manufacturer’s installation instructions and the ICC-ES report, including hole drilling and cleaning. The general contractor shall engage a testing company to locate existing reinforcing and other embedded items by non- destructive means (GPR, pacometer or other approved means) as necessary to accurately locate existing elements prior to beginning drilling operations. Do not cut or damage existing reinforcing or other embedded items unless explicitly approved by the Engineer of Record. Notify the EOR if there is a conflict between the anchor location and an embedded item. Pre-approved products for post-installed anchors are listed below. See specifications for additional pre-approved products and substitution request requirements. The following wedge anchor products are pre-approved: Base Material Product ICC-ES Report Concrete Hilti Kwik Bolt TZ2 ESR-4266 Concrete Simpson Strong Bolt 2 ESR-3037 Concrete Dewalt Power Stud+ SD2 ESR-2502 Masonry (*) Hilti Kwik Bolt 1 IAPMO ER-677 Masonry (*) Simpson Strong Bolt 2 IAPMO ER-240 Masonry (*) Dewalt Power Stud+ SD1 ESR-2966 The following sleeve anchor products are pre-approved: Base Material Product ICC-ES Report Concrete Hilti HSL-3 ESR-1545 Concrete Dewalt Power Bolt + ESR-3260 The following screw anchor products are pre-approved: Base Material Product ICC-ES Report Concrete Hilti Kwik HUS-EZ ESR-3027 Concrete Simpson Titen HD ESR-2713 Concrete Dewalt Screw Bolt+ ESR-3889 Masonry (*) Hilti Kwik HUS-EZ ESR-3056 Masonry (**) Simpson Titen HD ESR-1056 Masonry (*) Dewalt Screw Bolt+ ESR-4042 The following adhesive anchor products are pre-approved: Base Material Product ICC-ES Report Concrete Hilti HIT HY 200-V3 ESR-4868 Concrete Hilti HIT HY 100 ESR-3574 Concrete Hilti HIT RE 500-V3 ESR-3814 Concrete Simpson AT 3G ESR-5026 Concrete Dewalt AC200+ ESR-4027 Concrete Dewalt Pure110+ ESR-3298 Masonry (**) Hilti HIT HY 270 ESR-4143/4144 The following power-actuated fastener products are pre-approved: Base Material Product ICC-ES Report Steel/Concrete/Masonry/Wood Hilti Low Velocity ESR-1663 Steel/Concrete/Masonry/Wood Hilti X-U ESR-2269 Steel/Concrete/Masonry/Wood Simpson Powder-Actuated ESR-2138 Steel/Concrete/Masonry/Wood Dewalt Power-Driven ESR-2024 Steel/Concrete/Masonry/Wood Dewalt Trak-It ESR-3275 (*) Indicates products listed are for anchorage to solid grouted concrete masonry units only. (**) Indicated products listed are for anchorage to solid grouted or ungrouted concrete masonry units. Do not use anchors in ungrouted cells unless shown explicitly directed by Engineer of Record. STRUCTURAL STEEL: Structural steel shall be detailed, fabricated and erected in compliance with AISC Specification for the design, fabrication, erection of structural steel for building, and Code of Standard Practice, and OSHA steel erection standards. All beams and girders shall be cambered at mid-span as indicated on the structural drawings. The cambers indicated shall be measured in the fabricators shop. Cambering tolerances shall be (-0”, +1/2”). No center point cambering allowed. Splicing structural members where not detailed on the drawings is prohibited without prior approval of the Structural Engineer of Record. Modification of structural steel members in the field is not allowed without written approval by the Structural Engineer of Record. All composite beams using the concrete slab as a compression flange are designed for unshored construction unless noted otherwise. Anchor rods shall be minimum 3/4” diameter or as detailed in drawings. Where weld sizes are not indicated provide minimum weld size as indicated in AISC table J2.4. STRUCTURAL STEEL CONNECTIONS: All steel connections are as indicated on the drawings. All re-entrant corners must be shaped notch free per AWS D1.1 to a minimum radius of 1”except corners in connection material and beam copes. Welded connections shall be made in accordance with AWS D1.1 Structural Welding Code using E70XX electrodes unless noted otherwise. Weld sizes not shown or controlled by the required forces shall be AWS code minimum size. Welds shall be visually inspected for compliance with the AWS code visual inspection criteria. Welders shall be qualified in accordance with AWS D1.1 and shall be experienced in welding structural steel. CONCRETE SLABS ON GRADE: Slabs on grade shall be place in lane fashion. The control or construction joints shall be placed as shown on the drawings. The joints shall align with the column grids and be spaced as noted below: Exterior slabs 24 times slab thickness, maximum; Interior slabs 36 times slab thickness, maximum; Interior slabs 48 times slab thickness, maximum. with carpeting The panels formed by control or construction joints shall not be “L” shaped, and a rectangular panel’s aspect ratio shall not exceed 1.5. Refer to the drawings for the typical slab on grade construction and saw cut control joint detail. Control and construction joints must be continuous and not offset. Refer to drawings for detail of isolation diamonds or circles at columns. Refer to drawings for reinforcing at re-entrant corners. Bend bars as necessary at obstructions. Refer to the specification for the existence, type, and thickness of interior ground vapor retarder. Locate a vapor retarder directly beneath the slab on grade on top of a 6 inch compactable granular base. Refer to the specification for requirements for the compactable granular base. Mechanically vibrate concrete around trench drains, floor ducts, construction joint dowels, loading docks, architectural features and other embedded items. Refer to flooring manufacturer’s specification for levelness, flatness and curing of concrete slabs on grade to receive special architectural floor finishes. Where slab demolition occurs in slabs on grade, curbs and sidewalk areas, typically saw cut slabs for new work to the widths indicated on plan. Where such saw cuts would occur within 3 feet or less of an existing control or construction joint, remove slabs to the nearest existing control or construction joint. Dowel edges as indicated for typical slabs in other areas. Provide slab control joints in new slabs at locations to match existing slab control joints, and also a spacing to keep slab panel aspect ratios as square as possible, but at a spacing not to exceed 10’-0”. Slab finishes shall match original existing finishes of surrounding slabs, subject to review of Architect. REINFORCED MASONRY: Masonry work shall conform to all requirements of ACI 530, “Building Code Requirements for Masonry Structures.” All masonry units are placed in running bond fashion. Corners shall have a standard bond by overlapping units. Special shapes shall be provided for jambs, columns, pilasters, control joints, corners, and lintels. All masonry walls shall have horizontal joint reinforcing spaced at 16” oc. Horizontal joint reinforcing shall be ladder style and fabricated with galvanized nine-gauge wire and shall include corner and intersecting wall pieces. Provide minimum 6” laps at all splices. Vertical reinforcing shall be held in place by rebar positioners, crossties, chairs, or tying to every other layer of horizontal reinforcing steel. Refer to the detail in the drawings for vertical reinforcing bar location in a core. Provide concrete cover of minimum 1/2" to face shell. Refer to detail in the drawings for reinforcing bar lap lengths. Extend vertical reinforcing from footings to 2" clear top of wall or to beam bearing. Extend vertical reinforcing into the next level of construction and lap in accordance with the lap schedule. 1.1 Fabricator Documentation - Note (1) 1. STEEL CONSTRUCTION: Section 1705.2.1 and Table 1705.2.3 Continuous Periodic None 1.5 Welds: Full and Part Pen and Multi-Pass Fillet 1.6 Welds: Single Pass Fillet for All Sections 1.7 Frame Joint Detail Compliance 2.1 Member Shape and Size Compliance in Formwork 2. CONCRETE CONSTRUCTION: Section 1705.3 and Table 1705.3 2.2 Reinf Steel and PT Tendons Size, Quantity and Placement 2.3 Weldability of Reinforcing and Welds 2.4 Anchors in Concrete 2.5 Use of Required Mix Design 2.6 Sample for Specimens and Tests 2.7 Placement of CIP Concrete and Shotcrete 2.8 Curing Compliance 3.1 Level 2: TMS 602 Table 4 3. MASONRY CONSTRUCTION: Section 1705.4 3.1.1 Proportions of Site-Prepared Mortar 3.1.2 Sample Panel Construction 3.1.3 Grout Space 5.1 Bearing Material, Capacity and Depth 5. SOILS: Section 1705.6 and Table 1705.6 5.2 Compacted Fill Compliance With Soils Report Notes: 1. When the fabricator does not meet the requirements of 1704.2.5.1. 2. Empirically designed masonry is excluded. STRUCTURAL TEST AND SPECIAL INSPECTION SCHEDULE: 3.1.4 Placement of Reinforcement, Connectors and Anchors 3.1.5 Proportions of Site Prepared Grout 3.1.6 Placement of Masonry Units and Mortar Joint Construction 3.1.7 Size and Location of Structural Members 3.1.8 Welding of Reinforcement 3.1.9 Grout Placement 3.1.10 Preparation of Grout Specimens, Mortar Specimens and/or Prisms Concrete Masonry- Unit Strength (f'm): F’m 2,000 psi Typical Units: 2,000 psi per ASTM C90 Masonry Grout 2,000 psi Masonry Mortar ASTM C270, Type S Structural Steel (Fy): Wide Flanges: 50,000 psi ASTM A992 Angles, Channels, Plates, and Bars 36,000 psi ASTM A36 Rectangular HSS 46,000 psi ASTM A500, Grade B Round HSS 42,000 psi ASTM A500, Grade B Steel Pipe 35,000 psi ASTM A53, Grade B Structural Fasteners: Typical High-Strength Bolts 120,000 psi ASTM F3125 Grade A325 Twist-off Tension Control Bolts 120,000 psi ASTM F3125 Grade1852, Type 1 High-Strength Bolts where noted 150,000 psi ASTM F3125 Grade A490 Carbon Steel, Threaded Rods 36,000 psi ASTM A36 Threaded Rods Grade B7 where noted 125,000 psi ASTM A193 Stainless Steel, Threaded Rods 85,000 psi ASTM F593 Anchor Rods, Grade 36 UNO 36,000 psi ASTM F1554 Anchor Rods, Grade 55 where noted 55,000 psi ASTM F1554 Anchor Rods Grade 105 where noted 105,000 psi ASTM F1554 Direct Tension Indicator Washers where noted ASTM F959 SAWN LUMBER: Spruce-Pine-Fir (SPF) No. 2 or better: Fb 875 psi (Studs, Joists and Headers): Fc 1150 psi parallel to grain Fc 425 psi perpendicular to grain E 1,400,000 psi Southern Yellow Pine (SYP) No. 2 or better: Fb 1500 psi (Preservative Treated Wood) Fv 175 psi Fc 1600 psi parallel to grain Fc 565 psi perpendicular to grain E 1,600,000 psi Douglas Fir-Larch (DFL) No. 1 or better: (Heavy Timber, full sawn) Fb 1200 psi (Beams and columns wider than 5”) Fv 170 psi Fc 1000 psi parallel to grain Fc 625psi perpendicular to grain Ft 825 psi E 1,600,000 psi STRUCTURAL COMPOSITE LUMBER: Laminated Veneer Lumber (LVL): Fb 2900 psi (Beams and Headers) Fv 285 psi (1 3/4” x Depth) Fc 750 psi perpendicular to grain E 2,000,000 psi Parallel Strand Lumber (PSL): Fb 2400 psi tabulated (Columns and Posts) Fc 2500 psi parallel to grain E 1,800,000 psi Laminated Strand Lumber (LSL): Fb 1700 psi (Rim Board) Fv 410 psi Fc 750 psi perpendicular to grain E 1,350,000 psi Oriented Strand Board (OSB): Fbe 600 psi (APA Rated Rim Board) Fve 270 psi Fce 550 psi perpendicular to grain E 550,000 psi E 1,300,000 psi When typical vertical wall reinforcing is interrupted by long wall openings, provide typical vertical wall reinforcing above and below opening, and extend into horizontal bond beams. Refer to the schedule on the drawings, for masonry wall opening lintels and jamb reinforcing. Provide vertical reinforcing at the ends of walls and at wall intersections to match specified reinforcing. Run reinforcing full height of walls. All masonry units shall be placed with full face shell mortar coverage on horizontal and vertical face shells. Webs shall also have full mortar coverage around all grouted cells. Fill block core at vertical reinforcing (8" minimum length along wall) with concrete grout. Filling cores with mortar is not allowed. Vibrate in place. Rodding and puddling are not allowed. Maximum grout lift height is 5'-4". Maximum grout pour height is 8'-0", provide cleanouts if pour heights exceed 5'-4". Masonry cement mortar is not allowed. Calcium chloride or admixtures containing chloride shall not be used in mortar or grout. For reinforced masonry bond beams, provide bent corner bars at corners and intersections that match reinforcing. Step bond beams as necessary to match roof slopes. Lap reinforcing bars per schedule. For construction of masonry control joints refer to detail in drawings. Unless noted otherwise on the drawings place control joints in masonry walls such that no straight run of wall exceeds 24’-0” and within 4’-0” of corners. Do not place control joints within 48 inches of a masonry opening jamb or a steel bearing plate. Bond beams shall be constructed with flow through knock out bond beam blocks and reinforced with 2 - #5 continuous unless noted otherwise. Place bond beam reinforcing continuously through control joints. Do not splice bond beam reinforcing within 6’-0” of a control joint. Provide bond beam with reinforcing at all floor lines, roof lines, and top of walls. Refer to details in the drawings. Grout below steel bearing plate and refer to the drawings for additional information. Refer to drawings for reinforcing schedule, top of wall bracing, thickened bearing slab and lintel schedule for non-bearing masonry walls. Refer to Architectural drawings for location and extent. phone: (651) 696-5186 www.oertelarchitects.com 1795 Saint Clair Avenue St. Paul, Minnesota 55105 OERTEL ARCHITECTS, LTD. PROFESSIONAL ENGINEER 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 Print Name: Signature: Date:License #: Commission #: Date: Checked By: Drawn By:NOT FOR CONSTRUCTIONFILE NAME: PLOTTED: SHEET NO: SHEET NAME: CONSULTANT: CI T Y O F C O R C O R A N CO R C O R A N C O M M U N I T Y P A R K - MA I N P A R K B U I L D I N G TEB KSF S002 GENERAL STRUCTURAL NOTES 2025-03-11 24-635 RE V I S I O N S # R E V D A T E WOOD FRAMING: DIMENSION LUMBER: With Type 3A or 3B construction, all lumber in exterior walls shall be fire retardant treated wood. All member sizes given in the drawings are nominal dimensions. All lumber shall be kiln-dried, maximum moisture content 15% and grade marked according to the National Forest Products Association Regulations. All joists (greater than 2x8) shall be supported laterally at the ends and at each support by solid blocking except where ends of joists are nailed to a header, band or rim joist or to an adjoining stud. Solid blocking shall be not less than 2" in thickness and the full depth of the joist. Wood joists shall bear on the full width of supporting members, stud walls, beams, etc., unless otherwise noted. Do not notch or cut joist unless approved by the Structural Engineer of Record. All beams and joists not bearing on supporting members shall be framed with "Simpson Strong- Tie" joist hangers or equal. Use type "LUS" (or equal) for single 2x's and double 2x's and type "UTF" for framing to trusses where required. The joist hangers shall be nailed using special nails supplied by the hanger manufacturer. Proposed nail type substitutions shall conform to the ICC report for equal or greater load capacity and shall be submitted with the ICC report to the Structural Engineer of Record for written approval. Wood headers or posts made up of 2 or more 2x's shall be spiked together per the nailing schedule. Provide minimum 2 - 2x trim studs at bearing ends of all headers. Where posts are shown on drawings, headers shall bear fully on the posts. Wood columns shall have solid vertical blocking through the floors to the support below. All holes drilled through studs or posts in walls shall strictly conform to the detail in the drawings. Wood columns are not to be notched or drilled for utilities. For walls 10'-0" and greater provide blocking at mid-height for construction stability. All walls shall have single bottom plate and double top plate. Double top plate splices shall lap 4'-0" and be nailed with 16 - 0.131” x 3” nails equally spaced with 1 1/2" end distance, unless noted otherwise on plan. Unless otherwise noted, bottom plates of all exterior stud walls and interior bearing walls shall be anchored to new concrete with 1/2" diameter anchor bolts, at 4'-0" oc, or with equivalent anchors, as approved by the structural engineer. All exterior lumber and all lumber in contact with concrete or masonry, or exposed to the exterior shall be treated Southern Yellow Pine. Each sill plate shall have a minimum of 2 anchor rods with an anchor rod located within 12" of each end. All connectors in contact with treated lumber shall have corrosion protection. For nailing/fastener schedule refer to the drawings. STRUCTURAL COMPOSITE LUMBER: Structural composite lumber shall be provided with member strengths as specified in the general structural notes. All members shall be stamped with the Manufacturer's name and/or logo, name of inspection agency and the applicable evaluation report numbers. Structural composite lumber such as laminated veneer lumber (LVL), parallel strand lumber (PSL), and laminated strand lumber (LSL), shall be the size and type shown on the drawings, manufactured by Truss-Joist or approved equal. LVL, PSL, and LSL shall be manufactured under a process approved by the national research board. All LVL shall be manufactured in accordance with NER-126 All PSL shall be manufactured in accordance with NER-292 All LSL shall be manufactured in accordance with NER-481 The manufacturing process shall use a waterproof adhesive meeting the requirements of ASTM D2559. All grain shall be parallel with the length of the member. Structural composite lumber shall be installed with a moisture content of 12% or less. The Contractor shall make provisions during construction to prevent the moisture content of installed beams from exceeding 12%. The Supplier is to furnish all connection materials required to fasten members to each other and to supports, exclusive of anchors embedded in masonry or concrete, and items to be field welded to structural steel. All beams and joists not bearing on supporting members shall be framed with "Simpson Strong- Tie" joist hangers or equal. Use type "HU" (or equal) matching or exceeding the depth of the joist or beam. Install the hanger with the maximum number of fasteners specified by the manufacturer. The joist hangers shall be nailed using special nails supplied by the hanger manufacturer. Proposed nail type substitutions shall conform to the ICC report for equal or greater load capacity and shall be submitted with the ICC report to the Structural Engineer of Record for written approval. Comply with all recommendations by the Manufacturer and with approved shop drawings for the proper storage, handling, protection, installation and temporary bracing requirements of these materials. Bear members full width of supporting member, stud walls, posts, trim studs, beams, etc. Notching of the bearing end or the top and bottom face is not permitted. When installing lag screws, drill a lead hole. PREMANUFACTURED OPEN WEB WOOD TRUSSES: Premanufactured Open Web Wood Chord Trusses shall be designed by the manufacturer for the spans and conditions shown on the plans and shall be furnished and installed in accordance with the manufacturer's specifications. All necessary bridging, blocking, prenotched plates, etc. shall be provided by the manufacturer. Complete shop drawings including an erection plan, details of each member an each connection shall be submitted for review by the architect and engineer prior to fabrication. Shop drawings and complete structural calculations shall be certified by a qualified professional engineer licensed in the state where the project occurs. Comply with all recommendations by the manufacturer and the approved shop drawings for proper storage, handling, protection, installation, and temporary bracing requirements. Permanent bridging shall be installed in accordance with the manufacturer's specification. Open Web Trusses and bridging (the ceiling sheathing neglected) shall be capable of resisting minimum 10 psf net wind uplift or as specified in the general structural notes load section. Open Web Trusses shall be designed for the following minimum dead loads and deflection criteria: Roof: Top chord 15 psf, bottom chord 10 psf Floor: Top chord 15 psf, bottom chord 10 psf Roof: Live load deflection < L/360, total load deflection < L/240 Floor: Live load deflection < L/480, total load deflection < L/360 Calculations for strength and stiffness that determine size and spacing of open web trusses shall be based on the truss section properties only and shall not use the composite action between wood I joists and attached sheathing. Notching or cutting of Open Web Trusses, top or bottom chords is not permitted. Bear Open Web Trusses full width of supporting member: stud walls, beams, posts, hanger seats, etc. Align wall studs with open web trusses bearing. Add wall studs as necessary. A qualified representative of the Open Web Wood Chord Truss manufacturer shall inspect and approve the system installation prior to installing finish materials to be certain that the system is in compliance with all requirements of the shop drawings. Submit a written report summarizing the inspection and the product warranty to the owner at the completion of the product. Copy the engineer with the report. Truss Plate Manufacturer shall be a current member in good standing of the Truss Plate Institute. The Truss Fabricator shall participate in a third party quality assurance program that is approved by a code approved inspection agency or that meets the requirement of the Truss Plate Institute. Truss spacing indicated from center to center of truss and shall not exceed 2’-0" oc Truss plate connections shall be designed in accordance with the Truss Plate Institute. WOOD STRUCTURAL PANELS: Wood structural panels shall conform to the requirement of "U.S. Product Standard PS 1 for Construction and industrial Plywood", "U.S. Product Standard PS 2 Performance Standard for Wood-Based Structural-Use Panels", or "APA PRP-108 Performance Standards." Panels shall be APA Rated Sheathing, Exposure 1, of the thickness and span rating shown on the drawings. Wood structural panel installation shall be in conformance with APA recommendations. Allow 1/8" spacing at panel ends and edges, unless otherwise recommended by the Panel Manufacturer. All roof sheathing and sub-flooring shall be installed with face grain perpendicular to supports, except as indicated on the drawings. Roof sheathing shall either be blocked, tongue-and-groove, or have edges supported by plywood edge clips centered between roof framing elements. When roof sheathing is nailed directly to blocking, the blocking shall be nailed to support members with a minimum of 16d nails at 4" oc. Sub-flooring sheathing shall have tongue and groove joints or be supported by blocking. Sub-flooring panels shall be field glued to the framing using adhesives meeting APA Specifications AFG-O1 or ASTM D3498. For nailing of wall panels to framing refer to the drawings or nailing schedule in the drawings. WOOD FASTENERS – STRUCTURAL WOOD SCREWS: Structural wood screws as specified in the drawings refer to threaded steel screws that are self-drilling, dowel-type fasteners used primarily for wood-to-wood connections. These carbon steel screws are manufactured by a cold-formed process and are heat-treated with rolled threads. No pre-drilling is required. Screws are specified in the drawings per nominal diameter and length. The diameter refers to a nominal measure of the threads, which is larger than the unthreaded shaft of the fastener. Length specified does not include fastener head. Actual dimensions and available lengths vary with Manufacturer. Acceptable products are listed below. Contractor may submit alternate products for approval by Structural Engineer of Record. The following minimum dimensions and material properties shall apply: Size specified Minimum Shank; Root Diameters (in) Acceptable Products 1/4” Diameter 0.169” 0.150” GRK RSS Simpson SDS 5/16” Diameter 0.189” 0.172” GRK RSS Simpson SDWH FastenMasterTimberlok 3/8” Diameter 0.219” 0.191” GRK RSS Simpson SDWS FastenmasterLedgerlok Minimum Allowable Tension strength of fastener (lbs): 1/4” Diameter 1112 lbs 5/16” Diameter 1210 lbs 3/8” Diameter 1505 lbs Minimum Allowable Shear strength of fastener (lbs): 1/4” Diameter 754 lbs 5/16” Diameter 770 lbs 3/8” Diameter 910 lbs Minimum Bending Yield Strength: 165,000 psi WOOD FASTENERS – NAILING: Framing nail sizes specified on the drawings are based on the following specification UNO: Size Length Diameter 6d common 2" 0.113" 8d common 2 1/2" 0.131" 10d common 3" 0.148" 12d common 3 1/4" 0.148" 16d common 3 1/2" 0.162" Size Length Diameter 6d box 2” 0.099" 8d box 2 1/2" 0.113" 10d box 3" 0.128" 16d box 3 1/4" 0.135" Size Length Diameter 6d cooler 1 7/8” 0.092" 8d cooler 2 3/8" 0.113" All framing nails shall conform to ASTM F667, "Standard Specification for Power Driven Fasteners: Nails, Spikes and Staples" and NER-272 "Power Driven Staples and Nails for Use in All Types of Building Construction”. Cooler nails shall comply with ASTM C514. Refer to nailing schedule in the drawings for nail size and spacing at a specified condition. Nails shall be identified by labels attached to their containers that show the Manufacturer's name and NES report number, nail shank diameter, and length. Submit this information prior to framing. If the Contractor proposes the use of alternate nails, they shall submit prior to construction nail specifications with certified calculations showing structural equivalence to the Structural Engineer of Record for review and approval. Nails fastening APA rated plywood sheathing shall be driven flush to the face of sheathing with no counter sinking permitted. Renail sheathing as necessary to comply. All roof truss bearing points shall be anchored with a minimum of one Simpson H1 truss anchor. All floor truss bearing points shall be anchored with a minimum of one Simpson H2.5 truss anchor. – (seismic note) Exact configuration of special hip, valley and intersection areas shall be determined by the Truss Supplier, unless noted otherwise on plans. Provide all truss to truss, and truss to girder truss connection details and necessary connection materials. Site fabricated trusses are not allowed. phone: (651) 696-5186 www.oertelarchitects.com 1795 Saint Clair Avenue St. Paul, Minnesota 55105 OERTEL ARCHITECTS, LTD. PROFESSIONAL ENGINEER 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 Print Name: Signature: Date:License #: Commission #: Date: Checked By: Drawn By:NOT FOR CONSTRUCTIONFILE NAME: PLOTTED: SHEET NO: SHEET NAME: CONSULTANT: CI T Y O F C O R C O R A N CO R C O R A N C O M M U N I T Y P A R K - MA I N P A R K B U I L D I N G TEB KSF S003 GENERAL STRUCTURAL NOTES 2025-03-11 24-635 RE V I S I O N S # R E V D A T E FS FS FS FS A B C D E 1 2 3 42' - 0"32' - 8 1/2" 4' - 0 " 44 ' - 0 1 / 2 " 8' - 0 " 4' - 0 " TSE = 100' - 0" 4" SLAB ON GRADE TWE = 101' - 4" MW1 MW1 MW1 MW1 MW1 TWE = 101' - 4" TWE = 101' - 4" TWE = 101' - 4" TWE = 101' - 4" ( 96' - 8" ) ( 98' - 0" ) ( 99' - 4" ) ( 98' - 0" ) ( 96' - 8" ) ( 98' - 0" ) ( 98' - 0" ) ( 99' - 4" ) CJ -SEE DETAIL 10/ S401 CJ -SEE DETAIL 10/ S401 CJ - SE E D E T A I L 10 / S 4 0 1 CJ - SE E D E T A I L 10 / S 4 0 1HSS4 x 4 x 1/4HSS4 x 4 x 1/41 S501 TYP 2 S5016x66x66x64' - 1 1/4"9' - 5 3/4"13' - 9" 8 3 / 4 "6x66x66x66x66x610 7 / 8 " 4' - 1 1/4"9' - 5 3/4"13' - 9" 1 S501 TYP 1 S501 2 S501 20 ' - 0 1 / 8 " 9' - 1 1 1 / 2 " 2 S501 8 3 / 4 " 16 ' - 1 0 3 / 8 " 16 ' - 1 0 1 / 4 " 10' - 5 1/8"6x66x66x62 S501 1 S501 TYP 2 S5016x68 3 / 4 " 2 S501 1 TYP EXTERIOR COLUMN 1 TYP EXTERIOR COLUMN W616 W616 W616 W616 W616 W616 4 S501 TYP 4 S501 4 S501 W616 3 S501 3 S501 WF 1 WF 1 PLAN NOTES (UNLESS NOTED OTHERWISE): 1. PROJECT DATUM ELEVATION 100’-0”= _____’. SEE CIVIL AND ARCHITECTURAL DRAWINGS. 2. SHALL BE PLACED BELOW THE ADJACENT FINISHED GRADE AS NOTED THUS: 99'-4" AT INTERIOR FOOTINGS, 96'-8" AT EXTERIOR PERIMETER FOOTINGS, AND 95'-6" AT UNHEATED PERIMETER OR EXTERIOR ISOLATED FOOTINGS. 3. ALL FOOTINGS ARE CENTERED UNDER WALLS AND COLUMNS. 4. SEE TYPICAL FOUNDATION DETAILS FOR UTILITY PENETRATIONS THROUGH FOUNDATIONS. SEE PLAN FOR APPROXIMATE LOCATIONS. VERIFY LOCATIONS AND ELEVATIONS WITH MECHANICAL DRAWINGS. 5. TOP OF PIER ELEVATION (TPE) = __’-___”, UNLESS NOTED OTHERWISE ON PLAN AS (XX’-XX”). 6. FOR SLAB JOINT LAYOUTS, SEE PLANS AND GENERAL STRUCTURAL NOTES FOR CRITERIA. FOR TYPICAL CONTROL AND CONSTRUCTION JOINTS SEE TYPICAL SLAB JOINTING DETAILS. 7. SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION, INCLUDING LOCATIONS AND DIMENSIONS OF RAMPS, SLAB SLOPES, SLAB STEPS AND SLAB DEPRESSIONS. 8. VERIFY SIZE, LOCATION AND INVERT ELEVATIONS FOR ALL UTILITIES, SITE STRUCTURES, SUMPS AND DRAINS WITH CIVIL, MECHANICAL, ELECTRICAL AND ARCHITECTURAL DRAWINGS. 9. SEE CIVIL / LANDSCAPE DRAWINGS FOR PAVING AND SITE DETAILS AT THE BUILDING EXTERIOR. 14" DIA DRILLED PIER FOOTING WITH 6 - #5 VERTICAL BARS AND #4 SPIRAL TIES AT 6" PITCH. EMBED 5'-0" MINIMUM BELOW GRADE. KEYNOTES: 1 phone: (651) 696-5186 www.oertelarchitects.com 1795 Saint Clair Avenue St. Paul, Minnesota 55105 OERTEL ARCHITECTS, LTD. PROFESSIONAL ENGINEER 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 Print Name: Signature: Date:License #: Commission #: Date: Checked By: Drawn By:NOT FOR CONSTRUCTIONFILE NAME: PLOTTED: SHEET NO: SHEET NAME: CONSULTANT: CI T Y O F C O R C O R A N CO R C O R A N C O M M U N I T Y P A R K - MA I N P A R K B U I L D I N G TEB KSF S201 FOUNDATION PLAN 2025-03-11 24-635 1/4" = 1'-0"1 FOUNDATION PLAN - LEVEL 1 RE V I S I O N S # R E V D A T E A B C D E 1 2 3 42' - 0"32' - 8 1/2" 4' - 0 " 44 ' - 0 1 / 2 " 8' - 0 " 4' - 0 " RI D G E SLOPESLOPE RIDGE SL O P E SL O P E RI D G E SLOPESLOPE W12 x 40 (111' - 1 1/2") 2 S701 H2 1 0 L F H2 1 0 L F H2 1 0 L F J2816 H2 8 L H2 8 L H2 8 L 11 ' - 1 0 7 / 8 " - --- 1 H312LFH312LFH312LF H26 H26 H28 J28241 H2 6 H3 1 2 L F H3 1 2 L F H3 1 2 L F H312LF H312LF H312LF J2824 1 J28241 1 S701 H2 8 L H3 1 0 L 4 S701 1 S701 5 S701 H2 8 L H2 8 H26 H26 H26 H310L 1 S701 3 S701 TYP ROOF FRAMING - SEE PLAN NOTES 1 4 S701 SIM 1 H2 6 H2 8 L H2 8 L H2 8 L 1 2 TYP ROOF FRAMING -SEE PLAN NOTES 5 S701 H28F H28F 6 S701 6 S701 3 S701 6 S701 6 S701 3 PLAN NOTES (UNLESS NOTED OTHERWISE): 1. TOP OF SHEATHING ELEVATION (TSE) = VARIES. REFER TO ARCHITECTURAL DRAWINGS FOR ROOF SLOPE. 2. TYPICAL ROOF FRAMING IS METAL PLATED WOOD TRUSSES WITH 24" HEEL AT 24" ON CENTER. 3. ROOF SHEATHING SHALL CONSIST OF 5/8" APA RATED PLYWOOD/OSB. ATTACH SHEATHING TO FRAMING MEMBERS PER TYPICAL WOOD ROOF DIAPHRAGM DETAIL. 4. VERIFY SIZE, LOCATION AND NUMBER OF ALL OPENINGS THROUGH FLOOR WITH ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS. 5. DASHED WALLS ON PLAN INDICATE BEARING WALLS BELOW. 6. SEE TYPICAL WOOD HEADER AND TRIMMER STUD SCHEDULE FOR WOOD HEADER REQUIREMENTS. 7. BEAMS AND HEADERS SHALL BE DROPPED BELOW JOIST/TRUSS BEARING ELEVATION UNLESS NOTED OTHERWISE ON PLAN AS FLUSH HEADER. 5/8" APA RATED PLYWOOD/OSB. KEYNOTES: 1 BID ALTERNATE PARTITION WALL. BASIS OF DESIGN FOR WIDE FLANGE BEAM ASSUMES 10 PSF PARTITION WEIGHT, 10 PSF WINDOW WEIGHT AND MAX ALLOWABLE DEFLECTION DUE TO PARTITION OF 1/2". NOTE WIDE FLANGE BEAM AND SUPPORT COLUMNS ARE PART OF THE BASE BID. 2 24" DEEP PARALLEL CHORD METAL PLATED WOOD SCISSOR TRUSSES AT 24'' ON CENTER.3 1/4" = 1'-0"1 ROOF phone: (651) 696-5186 www.oertelarchitects.com 1795 Saint Clair Avenue St. Paul, Minnesota 55105 OERTEL ARCHITECTS, LTD. PROFESSIONAL ENGINEER 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 Print Name: Signature: Date:License #: Commission #: Date: Checked By: Drawn By:NOT FOR CONSTRUCTIONFILE NAME: PLOTTED: SHEET NO: SHEET NAME: CONSULTANT: CI T Y O F C O R C O R A N CO R C O R A N C O M M U N I T Y P A R K - MA I N P A R K B U I L D I N G TEB KSF S202 ROOF FRAMING PLAN 2025-03-11 24-635 RE V I S I O N S # R E V D A T E CONCRETE REINFORCING BAR LAP SPLICE SCHEDULE f'c = 4,000 PSI NOTES: 1. REINFORCING BAR LAP SPLICE SCHEDULE APPLIES TO UNCOATED, GRADE 60 REINFORCING BARS IN NORMAL WEIGHT CONCRETE. 2. PROVIDE CLASS A LAP UNLESS NOTED OTHERWISE. 3. FOR EPOXY COATED BAR, MULTIPLY THE ABOVE LENGTHS BY 1.5. 4. FOR LIGHT WEIGHT CONCRETE, MULTIPLY THE ABOVE LENGTHS BY 1.3. 5. FOR TOP BARS IN BEAMS AND HORIZONTAL WALL REINFORCING, MULTIPLY THE ABOVE LENGTHS BY 1.3. 6. MAXIMUM SPACING OF BARS BEING LAPPED IS ONE FIFTH THE LAP SPLICE LENGTH, NOT TO EXCEED 6". BAR SIZE #3 f'c = 5,000 PSI f'c ≥ 6,000 PSI #4 #5 #6 #7 #8 #9 #10 #11 18" 16" 22" 20" 28" 26" 34" 32" 50" 44" 56" 52" 64" 58" 70" 64" 78" 72" 20" 26" 32" 38" 54" 62" 70" 80" 88" 22" 30" 36" 44" 64" 72" 82" 92" 102" 16" 20" 24" 30" 42" 48" 54" 62" 68" 18" 22" 28" 34" 48" 56" 62" 70" 78" 14" 12" 18" 16" 22" 20" 26" 24" 38" 34" 44" 40" 48" 44" 54" 50" 60" 56" CLASS A CLASS B f'c = 3,000 PSI CLASS A CLASS B CLASS A CLASS B CLASS A CLASS B NOTES: 1. SEE TYPICAL FOOTING DETAILS FOR ADDITIONAL INFORMATION. 2. LONGITUDINAL (LONG) BARS ARE PARALLEL TO FOOTING LENGTH DIMENSION AND TRANSVERSE (TRANS) BARS ARE PARALLEL TO FOOTING WIDTH DIMENSION 3. CENTER FOOTING ON COLUMN, PIER OR WALL UNLESS NOTED OTHERWISE. 4. SEE GEOTECHNICAL REPORT FOR SUBGRADE REQUIREMENTS. 5. FOR RECTANGULAR FOOTINGS, LONGITUDINAL BARS ARE TO BE THE BOTTOM LAYER OF REINFORCING. NOTES: 1. SEE TYPICAL COLUMN, PIER AND FOOTING DETAIL FOR ADDITIONAL INFORMATION. 2. PROVIDE STANDARD 90 DEGREE HOOK AT VERTICAL (VERT) BARS TO FOOTING. 3. CONTRACTORS OPTION PROVIDE HOOKED DOWELS LAP SPLICED TO VERTICAL REINFORCING. MATCH SIZE AND LOCATION OF VERTICAL REINFORCING. 4 BAR SQUARE NOTES: 1. SEE TYPICAL WALL FOOTING DETAILS FOR ADDITIONAL INFORMATION. 2. LONGITUDINAL (LONG) REINFORCING IS CONTINUOUS. PROVIDE CLASS "A" LAP SPLICE TYP UNLESS NOTED OTHERWISE. 3. PROVIDE CORNER BARS AT CORNERS AND INTERSECTIONS. CONCRETE WALL FOOTING -SEE PLAN AND SCHEDULE NOTES: 1. SEE PLAN FOR FOOTING STEP LOCATIONS. 2. 'S' SHALL NOT EXCEED 16" FOR CMU WALLS OR 24" FOR CAST-IN-PLACE OR PRECAST CONCRETE WALLS. 2S MIN TFE -SEE PLAN 2S MIN S S 1 2 MIN TYP 3" CLR MATCH SIZE AND SPACING OF FOOTING REINFORCING LAP REINFORCING SEE LAP SPLICE SCHEDULE - TYP CONCRETE WALL FOOTING -SEE PLAN AND SCHEDULE TFE -SEE PLAN 1 2 MIN WALL FOOTING SEE PLAN AND SCHEDULE STEP AS NECESSARY AT UNDERGROUND UTILITY UTILITY SLEEVE REINFORCING TO MATCH WALL FOOTING REINFORCING NOTES: 1. SEE TYPICAL WALL FOOTING STEP DETAIL FOR ADDITIONAL INFORMATION. 2. UTILITY SLEEVE DIAMETER TO BE 2" GREATER THAN UTILITY PIPE OUTSIDE DIAMETER. INSULATE WITH 1" COMPRESSIBLE MATERIAL BETWEEN SLEEVE AND UTILITY. 3. AT FOOTINGS BELOW CMU WALLS, COORDINATE WALL FOOTING STEP LOCATIONS WITH CMU COURSING. 48" MIN T Y P 3 " C L R TOP OF FOOTING -SEE PLAN 3 " M I N NOTES: 1. THIS DETAIL IS A CONTRACTOR ALTERNATE TO STEPPED WALL FOOTINGS AT UTILITIES. THIS DETAIL MAY BE USED AT UTILITIES COMPLETELY BELOW THE BOTTOM OF WALL FOOTINGS ONLY. 2. UTILITY SLEEVE DIAMETER TO BE 2" GREATER THAN UTILITY PIPE OUTSIDE DIAMETER. PROVIDE 1" COMPRESSIBLE MATERIAL BETWEEN SLEEVE AND UTILITY. 1 2 MIN WALL FOOTING -SEE PLAN AND SCHEDULE UTILITY SLEEVE 48" MIN CONSTRUCTION JT AT TYPICAL BOTTOM OF WALL FOOTING ELEVATION WALL FOOTING REINFORCING CONTROLLED LOW STRENGTH CONC BELOW BOTTOM OF FOOTING MATCH WIDTH TO FOOTING ABOVE 1' - 0 " MI N TOP OF FOOTING - SEE PLAN AT INTERSECTION CORNER BARS TO BE SAME SIZE AND SPACING AS SCHEDULED REINF TY P LA P S P L I C E TY P LA P S P L I C E AT CORNER STANDARD 90 DEG HOOK -TYP CORNER BARS TO BE SAME SIZE AND SPACING AS SCHEDULED REINF AT OBTUSE CORNER ALTERNATE THE HOOK DIRECTION TYP LAP SPLICE EQ EQ EQ EQ EQ EQ NOTES: 1. VERTICAL REINFORCING NOT SHOWN FOR CLARITY. AT INTERSECTION CORNER BARS TO BE SAME SIZE AND SPACING AS SCHEDULED REINF TY P LA P S P L I C E TYP LAP SPLICE TY P LA P S P L I C E AT CORNER STANDARD 90 DEG HOOK -TYP STANDARD 90 DEG HOOK -TYP CORNER BARS TO BE SAME SIZE AND SPACING AS SCHEDULED REINF AT OBTUSE CORNER TYP LAP SPLICE TYP LAP SPLICE 1/8" CONTROL JOINT CONSTRUCTION JOINT GRANULAR BASE AND VAPOR BARRIER - SEE SPECIFICATIONS AND GEOTECHNICAL REPORT SUBGRADE- SEE GEOTECHNICAL REPORT SLAB REINFORCING - SEE PLAN PL1/4 x 4 1/2 x 0'-4 1/2" DIAMOND SHAPED LOAD PLATE AT 18" OC OR CONTRACTOR TO SUBMIT ALTERNATE POCKET FORMER INTERRUPT ALL REINFORCING AT CONSTRUCTION JOINT T/ 3 T/ 4 SAW CUT AND INSTALL JOINT SEALANT PER SPECIFICATIONS CUT ALTERNATE REINFORCING BARS/ WIRES DIRECTLY BELOW JOINT NOTES: 1. PROVIDE CHAIRS FOR SUPPORT OF REINFORCING. 2. AT EXTERIOR SLAB ON GRADE LOCATIONS, VAPOR BARRIER IS NOT REQUIRED. 3. PROVIDE DIAMOND SHAPED LOAD PLATE COMPLIANT WITH ACI 302.1 R. TYP 3/4" CLR EQ REINFORCING 2" CLR AT ALTERNATE T TSE -SEE PLAN TSE -SEE PLAN phone: (651) 696-5186 www.oertelarchitects.com 1795 Saint Clair Avenue St. Paul, Minnesota 55105 OERTEL ARCHITECTS, LTD. PROFESSIONAL ENGINEER 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 Print Name: Signature: Date:License #: Commission #: Date: Checked By: Drawn By:NOT FOR CONSTRUCTIONFILE NAME: PLOTTED: SHEET NO: SHEET NAME: CONSULTANT: CI T Y O F C O R C O R A N CO R C O R A N C O M M U N I T Y P A R K - MA I N P A R K B U I L D I N G TEB KSF S401 FOUNDATION SCHEDULES AND TYPICAL DETAILS 2025-03-11 24-635 1 : 1S401 1 REINFORCING BAR LAP SPLICE SCHEDULE CONCRETE PAD FOOTING SCHEDULE MARK SIZE REINFORCING - BOTTOM BARS COMMENTSLENGTH WIDTH THICKNESS LONG TRANS 1" = 1'-0"S401 2 CONCRETE PAD FOOTING SCHEDULE 1" = 1'-0"S401 3 CONCRETE PIER SCHEDULE 1" = 1'-0"S401 4 CONCRETE WALL FOOTING SCHEDULE CONCRETE WALL FOOTING SCHEDULE MARK WIDTH THICKNES S REINFORCING COMMENTSLONG WF1 2' - 0" 1' - 0" 2 - #5 PIER SCHEDULE MARK SIZE REINFORCING COMMENTSVERTICAL BARS TIES 1/2" = 1'-0"S401 5 TYPICAL WALL FOOTING STEP 1/2" = 1'-0"S401 6 TYPICAL STEPPED WALL FOOTING AT UTILITIES 1/2" = 1'-0"S401 7 ALTERNATE THICKENED WALL FOOTING AT UTILITIES 1/2" = 1'-0"S401 8 TYPICAL CORNER BAR PLACING DETAIL 1/2" = 1'-0"S401 9 TYPICAL CORNER BAR PLACING DETAIL 1" = 1'-0"S401 10 TYPICAL SLAB ON GRADE CONSTRUCTION RE V I S I O N S # R E V D A T E CASE 1 ONE BAR PER CELL LOCATED IN THE CENTER OF THE CELL CASE 2 ALL OTHER CONDITIONS INCLUDING TWO BARS PER CELL AND SINGLE BARS NOT LOCATED IN THE CENTER OF THE CELL CMU REINFORCING BAR LAP SPLICE SCHEDULE: f'm = 2000 PSI #3 #4 #5 #6 #7 #8 CASE 1 CASE 1 CASE 2 CASE 1 CASE 2 CASE 1 CASE 2 6" CMU 8" CMU 10" CMU 12" CMUBAR SIZE 14" 14" 14" 14" 14" 14" 21" 18" 18" 24" 18" 22" 15" 25" 32" 22" 22" 37" 22" 35"39" -38" 35" 54" 35" 54"54" -52" 40" 63" 40" 63"- - -61"-53" 72"- NOTES: 1. REINFORCING BAR LAP SPLICE SCHEDULE APPLIES TO UNCOATED, GRADE 60 REINFORCING BARS IN ASTM C 90 HOLLOW UNITS. 2. CASE 1: ONE BAR PER CELL LOCATED IN THE CENTER OF THE CELL. CASE 2: ALL OTHER CONDITIONS, INCLUDING TWO BARS PER CELL AND SINGLE BARS NOT LOCATED IN THE CENTER OF THE CELL. 3. FOR EPOXY COATED BAR, MULTIPLY THE ABOVE LENGTHS BY 1.5. 4. MAXIMUM SPACING OF BARS BEING LAPPED IS ONE FIFTH THE LAP SPLICE LENGTH, NOT TO EXCEED 8". 5. REINFORCING BARS SHALL BE LAPPED IN THE SAME CMU CELL. 6. ALL BARS MUST BE PLACED IN FULLY GROUTED CELLS OR BOND BEAMS. LINTEL - SEE LINTEL SCHEDULE LINTEL REINFORCING - SEE LINTEL SCHEDULE TYPICAL VERTICAL WALL REINF - SEE CMU WALL SCHEDULE DOWELS TO STRUCTURE BELOW TO MATCH VERT REINF SIZE AND LOCATION - SEE WALL DETAILS JAMB REINFORCING - SEE JAMB SCHEDULE BOND BEAM REINFORCING - SEE TOP OF WALL DETAILS NOTES: 1. JAMB AND END OF WALL REINFORCING SHALL BE FULL HEIGHT OF WALL AND SHALL BE IN ADDITION TO TYPICAL VERTICAL WALL REINFORCING. 2. PROVIDE CONTROL JOINTS TO MEET SPACING REQUIREMENTS SHOWN AND AT LOCATIONS WHERE CHANGES IN WALL HEIGHT OCCUR, WHERE CHANGES IN WALL THICKNESS OCCUR, AND WHERE MOVEMENT JOINTS IN THE FLOOR ABOVE AND/OR BELOW OCCUR. 3. SEE ARCHITECTURAL DRAWINGS FOR CONTROL JOINT LOCATIONS AT NON-LOAD BEARING WALLS NOT SHOWN ON STRUCTURAL DRAWINGS. 4. SEE ARCHITECTURAL DRAWINGS FOR WALL OPENINGS NOT SHOWN ON STRUCTURAL DRAWINGS. 5. PROVIDE CLEANOUT AT BOTTOM COURSE FOR GROUT POURS GREATER THAN 5'-0" HIGH. 6. SILL REINFORCING SHALL BE LADDER JOINT REINFORCING IN THE FIRST OR SECOND MORTAR JOINT BELOW THE SILL OR A REINFORCED BOND BEAM. SILL REINFORCING SHALL EXTEND BETWEEN CONTROL JOINTS. 7. SEE NON-LOAD BEARING INTERIOR CMU WALL REINFORCING SCHEDULE FOR LINTEL AND JAMB REINFORCING REQUIRED AT NON-LOAD BEARING INTERIOR WALLS. END OF WALL OR CORNER CONTROL JOINT - SEE TYPICAL DETAIL END OF WALL OR CORNER REINFORCING - SEE TYPICAL DETAIL OR CORNER 4'-0" MAX TO END OF WALL CONTROL JOINT - SEE TYPICAL DETAIL 24'-0" MAX CONTROL JOINT SPACING TO WALL OPENING 4'-0" MIN HE I G H T 4' - 0 " T Y P L I F T LA P S P L I C E JAMB REINFORCING - SEE JAMB SCHEDULE SILL REINFORCING SEE TYPICAL CMU WALL CONTROL JOINT THROUGH BOND BEAM PLAN DETAILS FOR REINFORCING REQUIREMENTS TYP 12" MIN WALL CORNER JAMB OR WALL END WALL INTERSECTION LA P S P L I C E - T Y P ADDITIONAL BAR TO MATCH SCHEDULED VERT WALL REINF ADDITIONAL BAR TO MATCH SCHEDULED VERT WALL REINF AT WALL END PROVIDE ONE ADDITIONAL VERT BAR IN LAST CELL TO MATCH SCHEDULED VERT WALL REINF SIZE. AT JAMB PROVIDE REINF INDICATED IN JAMB SCHEDULE 90 DEG HOOK - TYP POUR THRU BOND BEAM BLOCK - TYP AT HORIZ REINF .NOTES: 1. GROUT CORES SOLID AT VERTICAL AND HORIZONTAL REINFORCING. 2. AT UNREINFORCED WALLS, PROVIDE #5 VERTICAL BARS AT WALL ENDS, CORNERS AND INTERSECTIONS. LAP SPLICE LENGTHALTERNATE HOOK DIRECTION WHERE POSSIBLE CORNER BARS SAME SIZE AND SPACING AS HORIZ WALL REINF 1/2" MIN CLR - TYP HORIZ BOND BEAM REINF - TYP BUILDING PAPER ONE SIDE OF JOINT VERT REINF IN GROUTED CORES ADJACENT TO CONTROL JOINT -TYP NOT REQUIRED AT UNREINFORCED WALLS GROUT SOLIDCAULK AND BACKER ROD EACH SIDE CERAMIC FIBER BLANKET WHERE REQUIRED FOR FIRE RATING CONTROL JOINT PLAN DETAIL OPTION CONTROL JOINT PLAN DETAIL OPTION NOTES: 1. SEE ARCHITECTURAL DRAWINGS, GENERAL STRUCTURAL NOTES, TYPICAL CMU WALL REINFORCING SCHEMATIC AND TYPICAL CMU WALL CONTROL JOINT THROUGH BOND BEAM DETAILS FOR CONTROL JOINT REQUIREMENTS AND LOCATIONS. 2. TERMINATE HORIZONTAL JOINT REINFORCEMENT AT CONTROL JOINTS. 3. DO NOT TERMINATE LINTEL REINFORCING AT CONTROL JOINTS. CMU WALL - TYP CAULK AND BACKER ROD EACH SIDE GROUT 2 CORES SOLID EACH SIDE OF CONTROL JOINT #2 x 32" SMOOTH DOWEL ONE END DEBONDED AT 16" OC IN MORTAR JOINT NOTES: 1. SEE ARCHITECTURAL DRAWINGS, GENERAL STRUCTURAL NOTES, TYPICAL CMU WALL REINFORCING SCHEMATIC AND TYPICAL CMU WALL CONTROL JOINT DETAILS FOR CONTROL JOINT REQUIREMENTS AND LOCATIONS. 2. PROVIDE CONTINUOUS HORIZONTAL BOND BEAM REINFORCING THROUGH CONTROL JOINTS AT FLOOR AND ROOF LEVELS AND AS OTHERWISE INDICATED FOR CMU WALLS SHOWN ON THE STRUCTURAL DRAWINGS. 3. PROVIDE LAPPED OR DISCONTINOUS HORIZONTAL BOND BEAM REINFORCING AT CONTROL JOINTS UNLESS NOTED OTHERWISE FOR CMU WALLS NOT SHOWN ON THE STRUCTURAL DRAWINGS. CONTROL JOINT LOCATION CONTINUOUS HORIZONTAL REINFORCING CONTINUOUS BOND BEAM REINFORCING - DO NOT LAP SPLICE BOND BEAM REINFORCING WITHIN 6'-0" OF CONTROL JOINT LAPPED HORIZONTAL REINFORCING DISCONTINUOUS HORIZONTAL REINFORCING WITH DOWEL 16" MIN ONE BAR LAPPED ACROSS CONTROL JOINT IN PLASTIC SLEEVE #2 x 32" SMOOTH DOWEL ONE END DEBONDED IN MORTAR JOINT CMU BOND BEAM - TYP BOND BEAM REINFORCING - TYP TYP 2" CLR 16" MINTYP 2" CLR MW1 MARK COMMENTS LOAD BEARING CMU WALL REINFORCING SCHEDULE THICKNESS __' - __" CENTERED IN WALL REINFORCING #__ AT __" NOTES: 1. SEE TYPICAL CMU WALL DETAILS FOR ADDITIONAL INFORMATION. 2. PROVIDE DOWELS AT FOUNDATION TO MATCH SIZE AND SPACING OF VERTICAL REINFORCING. VERTICAL BOND BEAM HORIZONTAL __ # __ AT __" OC MASONRY PIER/JAMB SCHEDULE MARK SIZE PER CELL PLACEMENT P1 DETAIL / COMMENTS ?" x ??"1 CENTERED TOTAL VERTICAL BARS _ - #_ UNLESS NOTED OTHERWISE: 1. STAGGER LAPS WHEN 2 BARS ARE LOCATED IN ONE CELL. 2. LAP BARS ABOVE AND BELOW LINTEL / BOND BEAM. 3. COORDINATE LOCATIONS OF PIERS AND ROUGH OPENINGS WITH ARCHITECT. 4. CENTER PIERS DIRECTLY BELOW BEAMS WHERE APPLICABLE. phone: (651) 696-5186 www.oertelarchitects.com 1795 Saint Clair Avenue St. Paul, Minnesota 55105 OERTEL ARCHITECTS, LTD. PROFESSIONAL ENGINEER 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 Print Name: Signature: Date:License #: Commission #: Date: Checked By: Drawn By:NOT FOR CONSTRUCTIONFILE NAME: PLOTTED: SHEET NO: SHEET NAME: CONSULTANT: CI T Y O F C O R C O R A N CO R C O R A N C O M M U N I T Y P A R K - MA I N P A R K B U I L D I N G TEB KSF S402 MASONRY SCHEDULES AND TYPICAL DETAILS 2025-03-11 24-635 NO SCALES402 1 CMU REINFORCING BAR LAP SPLICE SCHEDULE NO SCALES402 2 TYPICAL CMU WALL REINFORCING SCHEMATIC NO SCALES402 3 TYPICAL CMU WALL REINFORCING PLAN DETAILS NO SCALES402 4 TYPICAL CMU WALL CONTROL JOINT PLAN DETAILS NO SCALES402 5 TYPICAL CMU WALL CONTROL JOINT THROUGH BOND BEAM PLAN DETAILS NO SCALES402 6 LOAD BEARING CMU WALL REINFORCING SCHEDULE NO SCALES402 7 MASONRY PIER/JAMB SCHEDULE RE V I S I O N S # R E V D A T E WOOD FASTENING SCHEDULE WOOD STRUCTURAL PANELS AND PARTICLE BOARD AS SUBFLOOR, ROOF AND WALL SHEATHING APPLICATIONS TO WALL FRAMING RAFTER TO PLATE CEILING JOISTS OR TRUSSES TO PARALLEL RAFTERS CEILING JOISTS OR TRUSSES LAPPED OVER PARTITIONS CONTINUOUS HEADER TO STUD CEILING JOISTS OR TRUSSES TO PLATE BUILT-UP CORNER STUDS CONTINUOUS HEADER, TWO PIECES TOP PLATE INTERSECTIONS DOUBLE TOP PLATES DOUBLE STUDS TOP PLATE TO STUD JOIST OR TRUSS TO SILL, GIRDER OR WALL TOP PLATE CONNECTED ELEMENTS STUD TO SILL PLATE 20d COMMON AT 32" OC OR 3 " x 0.131" NAIL AT 24" OC 16d COMMON AT 24" OC 3 " x 0.131" NAIL AT 16" OC 3 - 8d COMMON OR 3 - 3" x 0.131" NAIL 3 - 8d COMMON OR 4 - 8d COMMON ROWS 16d COMMON AT 16" OC - ONE ROW EACH EDGE FASTENING SIZE AND PATTERN 4 - 3" x 0.131" NAIL 16d COMMON AT 16" OC OR 4 - 8d COMMON OR 2 - 16d COMMON OR 3 - 8d COMMON OR 3 - 3" x 0.131" NAIL 2 - 16d COMMON OR 3 - 3" x 0.131" NAIL 2 - 16d COMMON OR 3 - 3" x 0.131" NAIL STUD TO SILL PLATE 16d COMMON AT 24" OC OR 3" x 0.131" NAIL AT 8" OC 3" x 0.131" NAIL AT 12" OC 3 - 3" x 0.131" NAIL 5 - 3" x 0.131" NAIL 3 - 16d COMMON OR 4 - 3" x 0.131" NAIL 3 - 16d COMMON OR 4 - 3" x 0.131" NAIL BUILT-UP GIRDER AND BEAMS, 3 OR MORE PIECES 1/2" THICKNESS OR LESS - 6d COMMON 19/32" TO 3/4" THICKNESS - 8d COMMON 7/8" TO 1" THICKNESS - 10d COMMON 6" OC AT EDGES AND AT SHEARWALLS, 12" AT INTERMEDIATE SUPPORTS EXCEPT 6" AT SUPPORTS WHERE SPANS ARE 48" OR MORE RIM JOIST TO TOP PLATE 8d COMMON AT 6" OC OR 3" x 0.131" NAILS AT 6" OC BRIDGING TO JOIST OR TRUSS 2 - 8d COMMON OR 2 - 3" x 0.131" NAILS SILL PLATE TO JOIST, TRUSS OR BLOCKING 3 - 16d AT 16" OC OR 3 - 3" x 0.131" NAILS AT 16" OC BLOCKING BETWEEN JOISTS, TRUSSES OR RAFTERS TO TOP PLATE 3 - 8d COMMON OR 3 - 3" x 0.131" NAIL FASTENING LOCATION TOENAIL TOENAIL EACH END FACE NAIL END NAIL TOENAIL END NAIL FACE NAIL FACE NAIL TOE NAIL TOENAIL FACE NAIL FACE NAIL TOENAIL DOUBLE TOP PLATES 16 - 3" x 0.131" NAILSLAP SPLICE TOENAIL FACE NAIL FACE NAIL TOENAIL FACE NAIL AT TOP AND BOTTOM STAGGERED AT OPPOSITE SIDES NOTE: 8d COMMON IS THE MINIMUM REQUIRED FOR WOOD STRUCTURAL PANELS IN ROOF SHEATHING APPLICATIONS FACE NAIL 1. 21. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 4" (3 1/2") NOMINAL STUD SIZE (ACTUAL) 2x WALL STUDS NOTCHED AND BORED HOLE SCHEDULE 6" (5 1/2") 8" (7 1/4") .25W 7/8" 1 3/8" 1 7/8" .40W 1 3/8" 2 1/4" 2 7/8" .60W 2 1/8" 3 1/4" 4 3/8" NON-BEARING STUD BEARING STUD MAX .40W 6" M A X MAX .25W MAX .40W MAX .60W NOTES: 1. NOTCHES ARE NOT PERMITTED IN EXTERIOR WALLS. 2. HOLES, NOTCHES AND SLOTS ARE NOT TO BE LOCATED ADJACENT TO UNSOUND OR LOOSE KNOTS. 3. INSTALL PLATE PROTECTION OVER ALL ELECTRICAL AND PLASTIC PIPE NOTCHES OR BORINGS. 4. HOLES AND NOTCHES SHALL BE ELONGATED AS NEEDED FOR SHRINKAGE ALLOWANCE. W W ALLOWABLE DIMENSIONS 6" M A X 6" M A X MIN 3/4" 6" M A X MIN 3/4" SE E T A B L E SH R I N K A G E A L L O W A N C E PIPE BY OTHER S 5th WOOD STORY SHRINKAGE ALLOWANCE 4th 3rd 1 1/4" 1" 3/4" CLEAR DIMENSION ABOVE PIPE 2nd 1st 1/2" 1/4" DE P T H d = J O I S T OR R A F T E R MA X d/ 6 MIN d L/3 L/3 L/3 d MIN d MIN d MA X d/ 6 MIN d MIN d MIN d MA X d/ 3 d/6 5/8" JOIST NOMIMAL SIZE (ACTUAL) 4" (3 1/2") 6" (5 1/2")7/8" 1 1/4" 1 1/2" 1 7/8" 8" (7 1/4") 10" (9 1/4") 12" (11 1/4") d/4 7/8" 1 3/8" 1 7/8" 2 3/8" 2 7/8" d/3 1 1/8" 1 7/8" 2 3/8" 3 1/8" 3 3/4" NO NOTCHES, DRILLED HOLES OR SLOTS IN THIS ZONE COMBINED ALLOWABLE DEPTH IS ONE-SIXTH (d/6) DEPTH OF MEMBER NOTES: 1. WHERE NOTCHES ARE REQUIRED, CONTACT STRUCTURAL ENGINEER OF RECORD PRIOR TO CUTTING. 2. NOT TO BE USED ON COMPOSITE STRUCTURAL LUMBER BEAMS. 3. HOLES, NOTCHES AND SLOTS ARE NOT TO BE LOCATED ADJACENT TO UNSOUND OR LOOSE KNOTS. 4. INSTALL PLATE PROTECTION OVER ALL ELECTRICAL AND PLASTIC PIPE NOTCHES OR BORINGS. MI N 2" MI N 2" MA X d/ 6 ALLOWABLE DIMENSIONS SAWN LUMBER JOIST OR RAFTER NOTCHED AND BORED HOLE SCHEDULE MA X d/ 4 MIN d STAGGERED NAILS PER NAILING SCHEDULE 4'-0" MIN LAP SPLICE TYP 3" STAGGERED NAILS PER NAILING SCHEDULE SPLICE PLAN DOUBLE TOP PLATE SPLICE ELEVATION EXTERIOR 2x6 WOOD WALL OPENING KING STUD SCHEDULE WOOD WALL BEHIND BRICK MAXIMUM EXTERIOR WALL STUD HEIGHT NUMBER OF 2x6 STUDS EACH SIDE OF OPENING MAXIMUM WALL ROUGH OPENING WIDTH ≤ 9'-0" ≤ 10'-0" ≤ 11'-0" ALL OTHER WALL CONDITIONS ≤ 2'-6" ≤ 6'-0" ≤ 8'-0" ≤ 10'-0" ≤ 2'-6" ≤ 6'-0" ≤ 8'-0" ≤ 10'-0" NOTES: 1. KING STUDS SHALL MATCH THE EXTERIOR WALL STUD SIZE. 2. KING STUDS SHOWN ON PLAN SUPERCEDE STUDS INDICATED IN THIS SCHEDULE. 3. CONTACT STRUCTURAL ENGINEER OF RECORD WHERE THIS SCHEDULE DOES NOT ACCOMODATE AN OPENING CONDITION. 4. SEE TYPICAL WOOD WALL FRAMING ELEVATION FOR ADDITIONAL INFORMATION. 1 2 2 2 2 3 2 3 4 3 3 5 1 1 1 1 2 2 2 2 2 2 2 3 ROUGH OPENING -SEE ARCH KING STUDS - SEE SCHEDULE WALL FRAMING - SEE PLAN HEADER - SEE PLAN TRIMMER STUDS - SEE SCHEDULE TSE -SEE PLAN ROOF DOUBLE TOP PLATE NOTES: 1. EACH END OF HEADER SHALL FULLY BEAR ON TRIMMER STUDS. 2. ALL KING AND TRIMMER STUDS SHALL BE CONTINUOUS TO THE BASE OF LOWEST WOOD LEVEL. ROOF FRAMING - SEE PLAN EDGE NAILING PER SHEAR WALL SCHEDULE 2x STUD FULL HEIGHT -ONE STUD SIZE LARGER THAN PARTITION STUD SIZE 2x WALL FRAMING -SEE ARCH 2x SHEAR WALL FRAMING - SEE PLAN AND SCHED SHEAR WALL SHEATHING INTERRUPTED BY PERPENDICULAR WALL - SEE PLAN AND SCHEDULE 2x12 STUD FULL HEIGHT 2x DEMISING WALL FRAMING -SEE ARCH 2x SHEAR WALL FRAMING - SEE PLAN AND SCHED SINGLE WALL TO SHEAR WALL DEMISING WALL TO SHEAR WALL EDGE NAILING PER SHEAR WALL SCHEDULE SHEAR WALL SHEATHING INTERRUPTED BY PERPENDICULAR WALL - SEE PLAN AND SCHEDULE EDGE NAILING PER SHEAR WALL SCHEDULE ADDITIONAL FULL HEIGHT 2x STUD 2x WALL FRAMING -SEE ARCH 2x SHEAR WALL FRAMING - SEE PLAN AND SCHED 0.131 x 3" NAILS AT 4" OC ADDITIONAL 2x10 STUD RIPPED TO 8" WIDE FULL HEIGHT 2x DEMISING WALL FRAMING -SEE ARCH 2x SHEAR WALL FRAMING - SEE PLAN AND SCHED 0.131 x 3" NAILS AT 4" OC SINGLE WALL TO SHEAR WALL DEMISING WALL TO SHEAR WALL SHEAR WALL SHEATHING INTERRUPTED BY PERPENDICULAR WALL - SEE PLAN AND SCHEDULE SHEAR WALL SHEATHING INTERRUPTED BY PERPENDICULAR WALL - SEE PLAN AND SCHEDULE SHEAR WALL SHEATHING - SEE PLAN AND SCHEDULE SUBFLOOR OR ROOF SHEATHING BOUNDARY NOTES: 1. FLOOR AND ROOF SHEATHING SHALL BE PLACED IN STAGGERED LAY-UP PATTERN ORIENTED AS SHOWN. 2. PROVIDE NAILING AT EDGES AND INTERMEDIATE SUPPORTS OF SUBFLOOR AND SHEATHING PANELS AS INDICATED IN THE TYPICAL WOOD FASTENING SCHEDULE. STRUCTURAL PANEL AS SUBFLOOR OR ROOF SHEATHING -SEE PLAN AND SPECIFICATION FRAMING MEMBERS BELOW SUBFLOOR OR ROOF SHEATHING - SEE PLAN SUPPORTED EDGE OF STRUCTURAL PANEL EDGE MEMBER - SEE PLAN AND TYPICAL DETAILS BLOCKING WHERE INDICATED ON PLAN OR DETAILSEDGE MEMBER - SEE PLAN AND TYPICAL DETAILS SHEAR WALL BELOW - PROVIDE EDGE NAILING SIZE AND SPACING PER TYPICAL WOOD FASTENING SCHEDULE phone: (651) 696-5186 www.oertelarchitects.com 1795 Saint Clair Avenue St. Paul, Minnesota 55105 OERTEL ARCHITECTS, LTD. PROFESSIONAL ENGINEER 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 Print Name: Signature: Date:License #: Commission #: Date: Checked By: Drawn By:NOT FOR CONSTRUCTIONFILE NAME: PLOTTED: SHEET NO: SHEET NAME: CONSULTANT: CI T Y O F C O R C O R A N CO R C O R A N C O M M U N I T Y P A R K - MA I N P A R K B U I L D I N G TEB KSF S403 WOOD SCHEDULES AND TYPICAL DETAILS 2025-03-11 24-635 NO SCALES403 1 TYPICAL WOOD FASTENING SCHEDULE NO SCALES403 2 TYPICAL 2x WALL STUD NOTCH AND BORED HOLE SCHEDULE AND DETAILS NO SCALES403 3 TYPICAL SAWN LUMBER JOIST OR RAFTER NOTCH AND HOLE BORING SCHEDULE AND DETAIL NO SCALES403 4 TYPICAL WOOD WALL TOP PLATE LAP SPLICE NAILING DETAIL NO SCALES403 5 TYPICAL EXTERIOR 2x6 WOOD WALL OPENING KING STUD SCHEDULE NO SCALES403 6 TYPICAL WOOD WALL FRAMING ELEVATION NO SCALES403 7 TYPICAL WALL TO SHEAR WALL INTERSECTION PLAN DETAILS NO SCALES403 8 ALTERNATE WALL TO SHEAR WALL INTERSECTION PLAN DETAILS NO SCALES403 9 TYPICAL WOOD SUBFLOOR AND ROOF SHEATHING PLAN RE V I S I O N S # R E V D A T E CLR TYP 3" CL R T Y P 3" TWE -SEE PLAN TSE -SEE PLAN TFE -SEE PLAN TREATED SYP NAIL TO MATCH WIDTH OF STUD WALL ISOLATION JOINT -TYP SLAB ON GRADE -SEE PLAN CONCRETE WALL FOOTING -SEE PLAN AND SCHED EXTERIOR WALL -SEE PLAN STRUCT WALL PANEL -SEE PLAN AND SHEAR WALL CONSTRUCTION SCHED BOND BEAM W/ 2 -#4 CONT INSULATED CMU WALL - SEE PLAN AND SCHED EXTERIOR SLAB -SEE CIVIL #4 DOWELS AT 16" OC ALL SIDES THUS: COMPACTED GRANULAR NON-FROST SUSCEPTIBLE FILL 5" STOOP SLAB W/ #4 AT 16" OC EACH WAY W/ 2" BOTTOM COVER EXTERIOR SLAB - SEE CIVIL AND ARCH DRAWINGS BOND BEAM W/ 2 - #4 x CONT - 3 SIDES CONC FOOTING - SEE PLAN AND SCHEDULE CONT DRAIN PIPE W/ RIVER ROCK WRAPPED IN FILTER FABRIC SLOPE 1/2" MIN FOR DRAINAGE 24" 12 " 3" RIGID INSULATION 8" CMU WALL W/ #5 AT 32" OC - VERT #4 DOWELS AT 16" OC THUS:24" 12 " SLAB ON GRADE -SEE PLAN SILL PLATE TO BE TREATED SYP PROVIDE 3/4" DIA x 6" SCREW ANCHORS AT 36" OC UNLESS NOTED OTHERWISE ON PLAN TSE -SEE PLAN NOTES: 1. STEM WALL SHALL BE CENTERED ON WOOD WALL LOCATIONS, UNLESS NOTED OTHERWISE. CMU WALL -SEE PLAN ISOLATION JOINT MATERIAL -SEE ARCH LOAD BEARING WOOD WALL -SEE PLAN TFE -SEE PLAN #4 DOWELS AT 16" OC ALL SIDES THUS: 5" APRON SLAB W/ #4 AT 16" OC EACH WAY W/ 2" BOTTOM COVER EXTERIOR SLAB - SEE CIVIL AND ARCH DRAWINGS CONT DRAIN PIPE W/ RIVER ROCK WRAPPED IN FILTER FABRIC SLOPE 1/2" MIN FOR DRAINAGE 24" 12 " #4 DOWELS AT 16" OC THUS:24" 12 " 1' - 0 " 1' - 0" 2 -EPOXY COATED #4 x CONT phone: (651) 696-5186 www.oertelarchitects.com 1795 Saint Clair Avenue St. Paul, Minnesota 55105 OERTEL ARCHITECTS, LTD. PROFESSIONAL ENGINEER 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 Print Name: Signature: Date:License #: Commission #: Date: Checked By: Drawn By:NOT FOR CONSTRUCTIONFILE NAME: PLOTTED: SHEET NO: SHEET NAME: CONSULTANT: CI T Y O F C O R C O R A N CO R C O R A N C O M M U N I T Y P A R K - MA I N P A R K B U I L D I N G TEB KSF S501 FOUNDATION DETAILS 2025-03-11 24-635 NO SCALES501 1 TYPICAL EXTERIOR WOOD WALL DETAIL NO SCALES501 2 STOOP DETAIL NO SCALES501 3 TYPICAL THICKENED SLAB ON GRADE AT INTERIOR LOAD BEARING WOOD WALL DETAIL 1/2" = 1'-0"S501 4 APRON DETAIL RE V I S I O N S # R E V D A T E TSE -SEE PLAN ROOF SHEATHING -SEE PLAN NAIL SHEATHING TO TRUSS BLOCKER PER WOOD FASTENING SCHED FOR SHEAR WALLS TRUSS BLOCKING BY TRUSS MFR 16d AT 16" OC THRU LEDGER TO BLOCKING ROOF JOISTS -SEE PLAN SIMPSON LU HANGER EACH JOIST 2x LEDGER W/ 2 - SIMPSON SDWS EACH STUD S L O P E -S E E A R C H ROOF TRUSS -SEE PLAN SIMPSON H2.5 ANCHOR EACH TRUSS DOUBLE 2x TOP PLATE 2x4 BLOCKING STUD WALL -SEE PLAN NO SPLICE IN SHEATHING THIS ZONE TSE -SEE PLAN S L O P E -S E E A R C H CONNECTION FROM TRUSS TO WALL TO BE FURTHER DEVELOPED TIE ROD CONNECTION TO BE FURTHER CONNECTION ROOF TRUSS -SEE PLAN NOTES: 1. FOR INFORMATION SHOWN BUT NOT CALLED OUT SEE . 1/ S701 NOTES: 1. FOR INFORMATION SHOWN BUT NOT CALLED OUT SEE . 1/ S701 GABLE END TRUSS - TRUSS SUPPLIER TO DESIGN FOR OUT OF PLANE COMPONENT AND CLADDING WIND LOADS 4 -0.131 x3" NAILS 2x6 BLOCKING AT KICKER - FASTEN ROOF SHEATHING TO BLOCKING AT 3" OC AND EACH END OF BLOCKING TO TRUSS W/ 3 -0.131 x 3" NAILS NOTES: 1. FOR INFORMATION SHOWN BUT NOT CALLED OUT SEE . 1/ S701 VALLEY SET TRUSSES BY TRUSS SUPPLIER PARALLEL CHORD SCISSOR TRUSS AND TENSION TIE AT SIM -SEE FOR CONNECTION2/ S701 GRIDGRID ROOF TRUSSES -SEE PLAN 2 x 6 BLOCKING FIRST 3 - BAYS CEILING -SEE ARCH 2 x 6 TOP PLATE 2 x 6 STUDS AT 16" OC 2 x 6 PLATE STOREFRONT WINDOWS - SEE ARCH 1/2" DEFLECTION ALLOWANCE WOOD BEAM -SEE 1/ S301 MULTI PLYWOOD BEAM - SEE PLAN ROOF SHEATHING -SEE PLAN ROOF JOISTS -SEE PLAN SIMPSON LU HANGER EACH JOIST phone: (651) 696-5186 www.oertelarchitects.com 1795 Saint Clair Avenue St. Paul, Minnesota 55105 OERTEL ARCHITECTS, LTD. PROFESSIONAL ENGINEER 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 Print Name: Signature: Date:License #: Commission #: Date: Checked By: Drawn By:NOT FOR CONSTRUCTIONFILE NAME: PLOTTED: SHEET NO: SHEET NAME: CONSULTANT: CI T Y O F C O R C O R A N CO R C O R A N C O M M U N I T Y P A R K - MA I N P A R K B U I L D I N G TEB KSF S701 ROOF FRAMING DETAILS 2025-03-11 24-635 NO SCALES701 1 TYPICAL ROOF TRUSSES PERPENDICULAR TO EXTERIOR WALL NO SCALES701 2 PARALLEL CHORD SCISSOR TRUSSES PERPENDICULAR TO EXTERIOR WALL NO SCALES701 3 TYPICAL ROOF TRUSSES PARALLEL TO EXTERIOR WALL NO SCALES701 4 TYPICAL ROOF TRUSSES PARALLEL TO INTERIOR WALL 1/2" = 1'-0"S701 5 PARALLEL CHORD SCISSOR TRUSSES AT GABLE END 1" = 1'-0"S701 6 ROOF OVERHANG JOISTS PERPENDICULAR TO EDGE RE V I S I O N S # R E V D A T E 3/ 1 1 / 2 0 2 5 9 0 % P r o g r e s s S e t 3/ 1 1 / 2 0 2 5 9 0 % P r o g r e s s S e t 3/ 1 1 / 2 0 2 5 9 0 % P r o g r e s s S e t 3/ 1 1 / 2 0 2 5 9 0 % P r o g r e s s S e t 3/ 1 1 / 2 0 2 5 9 0 % P r o g r e s s S e t 3/ 1 1 / 2 0 2 5 9 0 % P r o g r e s s S e t 3/ 1 1 / 2 0 2 5 9 0 % P r o g r e s s S e t 3/ 1 1 / 2 0 2 5 9 0 % P r o g r e s s S e t 3/ 1 1 / 2 0 2 5 9 0 % P r o g r e s s S e t 3/ 1 1 / 2 0 2 5 9 0 % P r o g r e s s S e t 3/ 1 1 / 2 0 2 5 9 0 % P r o g r e s s S e t 3/ 1 1 / 2 0 2 5 9 0 % P r o g r e s s S e t 3/ 1 1 / 2 0 2 5 9 0 % P r o g r e s s S e t 3/ 1 1 / 2 0 2 5 9 0 % P r o g r e s s S e t 3/ 1 1 / 2 0 2 5 9 0 % P r o g r e s s S e t 3/ 1 1 / 2 0 2 5 9 0 % P r o g r e s s S e t 3/ 1 1 / 2 0 2 5 9 0 % P r o g r e s s S e t 3/ 1 1 / 2 0 2 5 9 0 % P r o g r e s s S e t 8200 County Road 116 Corcoran, MN 55340 763-420-2288 www.corcoranmn.gov MEMO Meeting Date: March 20, 2025 To: Parks and Trails Commission From: Jessica Christensen Buck, Recreation Supervisor Re: Commissioner Training ______________________________________________________________________ Commissioner training is designed to provide commissioners with an overview of their roles and responsibilities, the City's 2040 Comprehensive Plan, park dedication, and how to interpret development maps. The training aims to enhance commissioners' understanding of their advisory capacity and how their recommendations contribute to the city's long-term vision for parks, trails, and recreational spaces. The 2040 Comprehensive Plan and slides are attached. Attachments 9a1. Parks and Trails Commission handbook 9a2. Parks and Trails section of the 2040 Comprehensive Plan 9a3. 3-20-2025 training slides 9a. Parks and Trails Commission Orientation Manual March 2025 Table of Contents Welcome ....................................................................................................................................................... 2 Brief History of Corcoran .............................................................................................................................. 2 Parks and Trails Commission Overview ........................................................................................................ 2 Regular Meetings ...................................................................................................................................... 2 Work Sessions ........................................................................................................................................... 2 Motions ..................................................................................................................................................... 2 Open Meeting Law ........................................................................................................................................ 2 Purpose ..................................................................................................................................................... 2 Gatherings Governed by the Open Meeting Law ..................................................................................... 3 Social Gatherings....................................................................................................................................... 3 Telephone, Email, and Social Media ......................................................................................................... 3 Parks and Trails Commission Expectations of Staff .................................................................................. 4 Staff expectations of the Parks and Trails Commission ............................................................................ 5 2040 Comprehensive Plan ............................................................................................................................ 5 Park Dedication Fund .................................................................................................................................... 5 Overview ................................................................................................................................................... 5 Uses ........................................................................................................................................................... 5 City Organization and Operations ................................................................................................................. 5 Administration .......................................................................................................................................... 5 Public Safety .............................................................................................................................................. 6 Public Works ............................................................................................................................................. 7 City Facilities ................................................................................................................................................. 9 Parks .............................................................................................................................................................. 9 General Statistics .......................................................................................................................................... 9 Closing statement from Recreation Supervisor, Jessica Christensen Buck ................................................ 11 2 | Page Welcome Congratulations on your appointment to the City of Corcoran’s Parks and Trails Commission. The purpose of this manual is to provide you with a brief overview of your role as Chair or Commissioner and to provide you with basic information to assist you with your duties and the processes and procedures that run the City of Corcoran. Brief History of Corcoran Corcoran was first settled in 1855 and organized as a Township on May 11, 1858, when Minnesota became the 32nd State in the Union. Corcoran was named after Patrick B. Corcoran, the first schoolteacher, merchant, and postmaster of the town. Corcoran was incorporated into a Village on December 4, 1948, and became a statutory City in 1973, following the Plan A form of government which allows the City to have a Mayor and four Councilmembers. Corcoran became a Charter City on November 7, 1994. The City Charter was amended on August 26, 2010. Parks and Trails Commission Overview Regular Meetings Regular meetings of the Parks and Trails Commission are held on the third Thursday of each month at 7:00 p.m. All regular meetings falling upon a legal holiday shall be rescheduled by Commission action; additionally, the Commission may re-schedule meetings that fall near a holiday or when a conflict arises among members. Meetings of the Commission are most often held at City Hall. Meetings of the Parks and Trails Commission at City Hall are video and audio recorded. Work Sessions Work sessions are public meetings intended to provide opportunities for the Commission to study issues, gather and analyze information, and clarify problems. The Commission may provide direction to staff; however no formal action may be taken. Motions A motion is a matter of parliamentary procedure. Motions generally are made orally and may introduce ordinances and resolutions, amend them, and take any other action. Open Meeting Law Purpose The open meeting law requires that meetings of public bodies must generally be open to the public. It serves three vital purposes: 3 | Page • Prohibits actions from being taken at a secret meeting where the interested public cannot be fully informed of the decisions of public bodies or detect improper influences. • Ensures the public’s right to be informed. • Gives the public an opportunity to present its views. Gatherings Governed by the Open Meeting Law The open meeting law does not define the term “meeting.” The Minnesota Supreme Court, however, has ruled that meetings are gatherings of a quorum or more members of the governing body—or a quorum of a committee, subcommittee, board, department, or commission thereof—at which members discuss, decide, or receive information as a group on issues relating to the official business of that governing body. For most public bodies, including statutory cities, a majority of its qualified members constitutes a quorum. The open meeting law does not generally apply in situations where less than a quorum is involved. However, serial meetings in groups of less than a quorum that are held to avoid the requirements of the open meeting law may be found to violate the law, depending on the specific facts. Social Gatherings Social gatherings of Commissioners would not be considered a meeting subject to the requirements of the open meeting law if there is not a quorum present; or, if a quorum is present, if the quorum does not discuss, decide, or receive information on official city business. The Minnesota Supreme Court has ruled that a conversation between two Commissioners over lunch about a land-use application did not violate the open meeting law because a quorum of the council was not present. Telephone, Email, and Social Media It is possible that communication through telephone calls, email, or other technology could violate the open meeting law. The Minnesota Supreme Court has indicated that communication through letters and telephone calls could violate the open meeting law under certain circumstances. The commissioner of the Department of Administration has advised that back-and-forth email communications among a quorum of a public body that was subject to the open meeting law in which the members commented on and provided direction about official business violated the open meeting law. However, the commissioner also advised that “one-way communication between the chair and members of a public body is permissible, such as when the chair or staff sends meeting materials via email to all board members, as long as no discussion or decision-making ensues.” 4 | Page Commissioners should be careful about is which email account they use to receive emails relating to city business because such emails would likely be considered government data that is subject to a public-records request under the Minnesota Government Data Practices Act (MGDPA). Preferably only the Commissioner should have access to the personal email account. Using a shared account with other family members could lead to incorrect information being communicated from the account, or incoming information being inadvertently deleted. Also, since city emails are government data, Commissioners may have to separate personal emails from city emails when responding to a public-records request under the MGDPA. What may work best is to use a free, third-party email service, such as Gmail or Hotmail, for your city account and to avoid using that email account for any personal email or for anything that may constitute an official record of city business since such records must be retained in accordance with the state records retention requirements. In 2014, the open meeting law was amended to provide that “the use of social media by members of a public body does not violate the open meeting law as long as the social media use is limited to exchanges with all members of the general public.” Email is not considered a type of social media under the new law. The open meeting law does not define the term “social media” but this term is generally understood to mean forms of electronic communication including websites for social networking like Facebook, LinkedIn, and Instagram as well as blogs and microblogs like Twitter through which users create online communities to share information, ideas, and other content. Parks and Trails Commission Expectations of Staff In regard to Parks and Trails Commission interactions, the following expectations have been established for staff: • Don’t cause us embarrassment • Be non-political in a partisan sense • Help make our job easier • Give us accurate and current data • Leave personal bias out of reports; arguments should stand on own merits • Provide guidance when requested • Provide short, well-written reports • Provide several options when suggesting possible solutions to a problem • Present requested information in a timely manner • Show us how to avoid known pitfalls of recurring issues • Be accessible • Be respectful regardless of how you feel personally • Keep us equally informed; do not show favoritism • Provide historical continuity where appropriate 5 | Page Staff expectations of the Parks and Trails Commission In regard to staff interactions, the following expectations have been established for Commissioners: • Be fair in dealing with us; don’t automatically assume a citizen is right and staff is wrong • Read the material we have proposed • Ask questions, in advance of meetings whenever possible • Examine all the facts and make the best possible decision • Give criticism privately when appropriate • Give public praise when and where appropriate • If you make a decision based upon politics, help us understand 2040 Comprehensive Plan The 2040 Comprehensive Plan was adopted by the City Council at the November 5, 2019, meeting. The Parks and Trails Commission has an important role in implementing the Comprehensive Plan and work to continuously achieve the goals and policies that are listed. Work is expected to begin on the 2050 Comprehensive Plan in 2025. Park Dedication Fund Overview As part of the land development process, the City of Corcoran requires all developers (commercial, industrial, and residential) to dedicate land (or cash in lieu of land) to the City. The City Council, at its sole discretion and upon the recommendation of the Parks and Trails Commission, may accept or require cash in lieu of land. Uses The money will be restricted to the development of new parks, playgrounds, recreational facilities, wetlands, trails, and open space areas. Upgrades to existing neighborhood and community parkland, trails, equipment, etc. are considered allowable uses of the Park Dedication Funds. Ongoing operations and maintenance to existing neighborhood and community parkland, trails, equipment, etc. are not considered permitted uses of the Park Dedication Funds. City Organization and Operations The City Administrator is responsible for the staffing and operations of all departments and consultants for the City. Administration The Administration Department links all other operating departments and all City employees with the City Council and Commissions. Administration Department 6 | Page responsibilities include council and commission support, information technology, communications, elections, clerk duties, finance, and human resources. Full-time Staff Jay Tobin, City Administrator Nalisha Williams, Assistant City Administrator Deb Johnson, City Clerk ABDO Contracted, Finance Manager Dean Busch, IT Manager Reed Kottke, Accountant Ryan Ganner, Human Resources Generalist Aaron Headrick, Communications Assistant – part time Karen Heiden, Deputy Clerk Part-time/Seasonal Kathy Sidla, Accounts Payable Clerk Community Development The Community Development Department responsibilities include Parks and Trails/Planning Commission support, code enforcement, economic development, community engagement/events, park development, and recreation. Full-time Staff Natalie Davis McKeown, Community Development Director Dwight Klingbeil, Planner Jessica Christensen Buck, Recreation Supervisor Mike Pritchard, Construction Services Supervisor Shawna Zuther, Permit Technician Seth Gellman, Community Development Administrative Assistant Part-time/Seasonal Program Coordinator (1) – seasonal Ice Rink Attendants (3-4) – seasonal Public Safety Public Safety includes police, fire, and emergency management. The Director of Public Safety, Matt Gottschalk, oversees these operations. The Police Department is staffed 24 hours a day, 7 days a week covered by full-time and part-time police officers and is regulated by the City, the State of Minnesota, and the federal government. The City governs personnel, staffing, structure, some policies, and some procedures. Part-time police officers carry full-time peace officer licenses to 7 | Page cover training and leave requests for the full-time officers. The department also utilizes volunteers through its Reserve Officer program. Full-time Staff Matt Gottschalk, Director of Public Safety Ryan Burns, Deputy Director Peter Ekenberg, Sergeant Dan Wilcox, Sergeant Tim Spellacy, Detective Dani Monnens, Police Officer Abigail Edstrom, Police Officer Jesse Olson, Police Officer Sam Mahr, Police Officer Dani Monnens, Police Officer Beau Hartneck, Police Officer Jack Peluf, Police Officer Josh Lawson, Police Officer/Canine Appointment Paula Steelman, Public Safety Administrative Manager Amy Fadden, Police Administrative Assistant Josh Reisner, Community Service Officer Additional Support Part-time officers – Approximately 10 Reserve officers – Approximately 10 Corcoran contracts with three different volunteer fire services. The West Suburban Fire District is an independent fire service that serves the southern 1/3 of the city. The Hanover Fire Department is a municipal fire department that covers the northwestern 1/3 of the city. The Rogers Fire Department is a municipal fire department that covers the northeastern 1/3 of the city. Fire Department staffing and apparatus are obtained and managed by each individual agency. Public Works The Public Works Department is responsible for maintaining the infrastructure of the City. This includes streets, parks, water, sanitary sewer, stormwater, facility maintenance, fleet maintenance, construction services, and special event assistance. The department head is Kevin Mattson, Public Works Director, who is responsible for all the activities of the department. Full-time Staff Kevin Mattson, Public Works Director Lauren Letsche, Engineering Development Superintendent Joe Pavey, Utility Superintendent Pat Meister, Operations Superintendent 8 | Page Brandon Heinz, Operations Manager Mark Reinking, Crew Leader Robbie Kottke, Maintenance Worker Mac Alger, Maintenance Worker Eric Gregory, Maintenance Worker Cody Harff, Maintenance Worker Brandon Maurer, Maintenance Worker Kelsey Meer, Utility Billing/Administrative Assistant Part-time/Seasonal Summer seasonals (2) 9 | Page City Facilities City Hall – 8200 County Road 116 City Hall was built in 1994 and currently houses the Administration and Police departments. Public Works Facility – 9100 County Road 19 The Public Works facility was built in 2013 and put into service in 2014. Old Public Works Garage – 9525 Cain Road The old Public Works garage is at the location of an old schoolhouse that previously was the headquarters for Public Works; before that it was the old City Hall. The old schoolhouse was demolished in 2014, the garage however remains and is utilized for storage. Parks City Park: 79.25 acres Wildflower Park: 5.13 acres Memorial Garden (on City Hall property) Ravinia Open Space Park (Unnamed): 38.7 acres Bellwether Open Space Park (Unnamed): 27.7 acres Bellwether Neighborhood Park (Unnamed): 13.86 acres Tavera Neighborhood Park (Unnamed): 4.24 acres General Statistics As found on the Metropolitan Council’s community profile for Corcoran. Area: 36.1 square miles, 23,079 acres Population (2022) 7,430 Households (2021): 2,647 Median household income (ACS 2018-2022): $155,400 10 | Page Population by race and ethnicity (American Community Survey 2017-2021): Land use (Metropolitan Council Generalized Land Use Historical Data Set 2020): 11 | Page Household Type (American Community Survey 2017-2021): Closing statement from Recreation Supervisor, Jessica Christensen Buck Thank you for volunteering your time to the City as a member of the Parks and Trails Commission. The quality of parks, trails, and recreational opportunities are often a primary reason people choose to locate, remain, and invest in a community. The experiences, feedback, and insight you contribute will help guide this community in a positive direction and leave a long-lasting impact for generations to come. If you have any questions, please don’t hesitate to reach out. My contact information is jchristensenbuck@corcoranmn.gov or 763-400-7034. CHAPTER 5: PARKS AND TRAILS aPPliCaTion 71 goals anD PoliCies 71 areas ouTsiDe The 2040 MeTroPoliTan urBan 72 serviCe area (Musa) BounDary guiDelines 72 Park ClassifiCaTions 72 neighBorhooD Park 72 CoMMuniTy Park 73 loCal linear Parks, Trails, CorriDors 73 anD Parkways exisTing CiTy Parks 73 PrivaTe Park 74 Parks anD Trails loCaTions 74 fuTure Parks 74 DeMograPhiCs/CoMMuniTy growTh 74 loCal TrenDs 74 fuTure ProJeCTions By TyPe 74 fuTure Trails 75 figures 5-1 2040 Musa insiDe BounDaries 71 5-2 2040 Musa ouTsiDe BounDaries 72 5-3 CorCoran CoMMuniTy Park 73 5-4 CorCoran CiTy hall anD MeMorial Park 73 5-5 ravinia neighBhorD Park 74 5-6 CorCoran CoMMuniTy aThleTiC area 74 5-7 CorCoran lion’s Park 74 5-8 Thru 5-11 Park Trail exaMPles 75 5-12 regional BiCyCle TransPorTaTion 76 neTwork 5-13 regional Trail searCh area 76 figures ConTinueD 5-14 DiaMonD lake rT MaP 76 5-15 CounTy Bikeway sysTeM 76 5-16 ConCePTual regional Trail sysTeM 76 TaBles 5-1 ProJeCTeD aCres of Park lanD 75 5-2 CiTy anD CounTy Trail sysTeM 75 MaPs 5-1 Parks anD Trails Plan 79 69 70 Corcoran’s parks, trails and open space system will be an integral part of the community’s life. The system will provide recreational opportunities for park system patrons, while preserving existing natural and historic resources. The parks and trails system should be authentic to the identity of the City and unify neighborhoods to reinforce a sense of community pride. This plan to develop, maintain and grow the park and trail system provides a benchmark from which to make decisions as investment opportunities arise. Goals provide decision-making guidance to the City. Policies provide actionable steps the Parks and Trails Commission and policymakers can take to ensure stewardship of financial, natural, and recreational resources and create a parks and trail system that is representative of the community’s values. Diligent planning will result in: • A system where making healthy lifestyle choices is integral to daily life. • A system with quality resources and facilities that attract new development, businesses, and visitors. • A venue for strengthening community engagement by giving visitors places to gather and interact. • A community where key natural resources are protected before development occurs. • A City that is known for promoting a high quality of life. aPPliCation This Plan places emphasis on park and trail development within the Metropolitan Urban Services Area (MUSA) as new development occurs. While park and trail locations are also identified in areas outside the MUSA, plans and proposed corridors are for guidance purposes and will be implemented over the long term as development occurs and opportunities to work with landowners arise. The Parks and Trails Plan uses the City’s 2003 Natural Resource Inventory as a foundation for the park and trail system to be developed in Corcoran over the next 20 years. The plan incorporates national trends and standards as available from the National Recreation and Park Association (NRPA). NRPA publishes standards to help communities in planning, acquisition and development of park and open space. In more recent years, the NRPA is encouraging communities to benchmark their metrics and enter the data into their national database. Due to the limited number of communities participating in their benchmarking program at the time of this report, it is unclear how Corcoran’s parks services compare to other communities of comparable size in Minnesota. The standards that the NRPA has used in the past provides guidance for how to place parks by park type and the general facilities you might see in each park. Figure 5-1: 2040 MUSA Inside Boundaries The area within the 2040 MUSA is the emphasis for new park and trail development. goals and PoliCies Goal 1: To implement this Parks and Trails Plan based on the needs of Corcoran residents and park system patrons. Policy 1: Apply this plan when making recommendations to City Council. Policy 2: Inform and seek input from other City advisory commissions on any issues or improvements that may be applicable to that commission. Policy 3: Respond to the increasing maintenance, planning, and recreational demands made by the City and its park system patrons. Policy 4: Track changes to the park and trail system to ensure a well- considered network. Goal 2: To work cooperatively with neighboring communities, Hennepin County, the State of Minnesota and others in planning, developing, and financing the local park system. Policy 1:Seek compatibility with adjacent local community plans and metropolitan, State and Federal plans and programs. Policy 2: Seek cooperation, coordination and participation with local school districts in planning the joint use, development, and operation of the park and trail system. Policy 3: Encourage community volunteer organizations to participate in park and trail development. Policy 4: Require park dedication from all developers (commercial, industrial and residential) in the form of cash or land, according to the Park Dedication Ordinance and the fee schedule set by the City Council. All cash will be directed to the Park Fund and will be used for park land acquisition and development projects. Policy 5: Review the park dedication formula on an annual basis to ensure it supports the needs of the park system and is comparable with area metropolitan communities. Policy 6: Acquire park land when possible, in accordance with the City’s Parks and Trails Plan to minimize costs and potential conflicts. Goal 3: To develop a park system the public values and visits. Policy 1: Design and build parks and trails early in the development process, so that they are available to new park system patrons. Policy 2: Include private parks, when planned and funded by developers, as a neighborhood feature based on the provisions of the City’s Park Dedication Ordinance. Policy 3: Maintain an equitable distribution of parks throughout the community. Policy 4: Develop a parks and trails system that is safe, enjoyable, and accessible. Policy 5: Provide multi-use and multi-seasonal programs and activities. Policy 6: Provide park system patrons with timely information regarding park and trail facilities and programs. Policy 7: Establish design standards that create unity within the park and trail system and that emphasize the character of the City, its history, and landscape. Policy 8: Park design should incorporate a general theme, but also allow diversity among parks to adapt to natural features, local history, or neighborhood character and needs. PARKS AND TRAILS Within 2040 Metropolitan Urban Services Area (MUSA), and within the City of Corcoran Ci t y o f G r e e n f i e l d City of Maple Grove City of Medina City of Rogers % Trailhead MorinLake ScottLake JubertLake CookLake 456710 456750 456719 456730 Co u n t y R o a d 1 1 6 Oakdale Dr B r i d l e Path J e f f r e y L n Abilene Ln Tr a i l L n HuntersRdg County Road 30 Heat her Ln Pio n e e r T r l Trail Haven Rd County Roa d 1 0 Horseshoe Trl Ro b e r t L n H o r s e s h o e Bend Dr Co un t y R o a d 5 0 Larsen Rd Gleason P k w y Wi l l o w D r Hunter Rd Co u n t y R o a d 1 9 ESt Homestead Trl Ma p l e H i l l R d Ca i n R d Ro l l i n g H i l l s R d S u n d a n c e Rd Country Rd Mo h a w k D r ElmSt Larkin Rd Fo x l i n e D r Strehler Rd Cain Pl 6 5 t h Pl N Dassel Ln Old Settlers R d County Road 1 1 7 Stie g R d Be c h t o l d R d Ka l k R d Schutte Rd Meister Rd F o x Va lle y Dr M y s t i q u e Dr Hage Dr 93rd Ave N Schutte P l Br a nd y w ine Rd ChisholmT r l Tessmer Rd HighBluffLn WinchesterTrl JubertLn R u s h C reek RushCreek CountyDitch N u m b e r Six t e e n Cou n ty Ditch N u mberThree SouthFork Ru s h C r e ek NP NP NP NP NP NP NP ASA ASA ASA ASA OSP OSP OSP OSP OSP OSP OSP OSP OSP OSP OSP 2040 COMPREHENSIVE PLAN 3,000 0 3,0001,500 Feet ± Path: L:\2294\100\2040CompPlan\Parks and Trails Map.mxdDate: 1/15/2019 Time: 1:22:31 PM User: ShuJC0243 Map 5-1Parks and Trails Plan Existing Parks and TrailsRegional TrailExisting On Road TrailCity ParkTrailheadPrivate Park/Open Space Proposed Parks and TrailsProposed On Road TrailProposed Off Road TrailProposed Off Road Trail outside 2040 Development AreaNeighborhood ParkCommunity ParkGreenway CorridorMunicipal Boundaries2040 MUSAFuture MUSA Expansion AreaParcel BoundariesStreamsLake/Open WaterWetlands NP Outside 2040 Metropolitan Urban Services Area (MUSA), but within the City of Corcoran MUSA line MUSA lineMUSA line MU S A l i n e 71 Goal 4: To develop a system of parks and trails, with a variety of active and passive uses, that reflect the special character of the City, its history, and natural resources. Policy 1: Select land for parks, trails or open space based on: a. Its designation as a park or trail search area in the Parks and Trails Plan; b. Its scenic or unique natural features; c. Its ability to support desirable wildlife populations; d. Its performance of important environmental functions; e. Its proximity to the Natural Resource Corridors identified in the Natural Resource Inventory; f. Its qualities conducive to recreational development; g. A demonstrated need for additional parkland exists in an area. Policy 2: Ensure park names reflect location by incorporating local historical names or features, a local access road, neighborhood name, benefactors, or prominent natural features of the area. Policy 3: Develop a consistent signage policy for parks system, including directional and informational signs. Policy 4: Preserve outstanding natural areas by discouraging development of prominent or highest quality landscape features and conserving natural resource areas. Protect wetlands and woodlands from undesirable impacts and fragmentation. Restore them to a high-quality condition when possible. Goal 5: To provide a safe, equitable, and convenient trail network. Policy 1: Apply this plan to coordinate development of the trail system. Policy 2: Connect future trails to existing and adjacent community trails. Policy 3: Encourage the use of utility easements and transportation right-of- ways for on-road route development. Policy 4: Respect individual property rights. Trail development and routing should be a cooperative effort between the City and the landowners along the proposed route. Existing neighborhoods are encouraged to request trails and work with the City to identify their routes. Policy 5: Require a 20-foot minimum trail easement to provide adequate bicycle and pedestrian circulation or access to schools, parks, downtown, churches, or other facilities. Policy 6: Implement safe pedestrian crossing facilities on main roadways. Policy 7: Maximize user safety by thoroughly considering conflicts between trail user groups, for example snowmobiles and equestrians. Policy 8: Continue to show snowmobile trails on the City Parks and Trails Plan. Snowmobiles are an important recreational activity for many residents. A private organization maintains the current trail system. While the City does not own or maintain these trails, the City will make applicants aware of the desire to maintain routes through the City as development occurs. areas outside the 2040 metroPolitan urBan serviCe area (musa) Boundaries guidElinES The following guidelines will be applied to development proposals outside the 2040 MUSA boundary: • Park and trail policies in areas outside the 2040 MUSA boundary will be consistent with the City’s Comprehensive Plan and Subdivision Ordinances. • Relevant development proposals will be presented to the Parks and Trails Commission before City Council approval, thereby allowing for review and recommendations regarding incorporation of trail easements, open space acquisition or park facilities. • Park facilities generally should not be planned outside the 2040 MUSA, except for: • Trails that have been identified on the Natural Resource Inventory or the Parks and Trails Plan maps. • Parks that have been identified on the Parks and Trail System map. • Protection of significant natural areas that have been identified on the Natural Resource Inventory. • Athletic facilities may be considered, but are preferred in areas closest to the 2040 MUSA. • Proposed parks and trails shown on the Parks and Trails System Map outside the 2040 MUSA areas are for guidance purposes and will be implemented over the long term as a part of new development through development dedication or cooperative purchase. Figure 5-2: 2040 MUSA Outside Boundaries The guidelines above apply to the area outside the 2040 MUSA. Park ClassifiCation Parks are divided into 1 of 3 categories: Neighborhood Park, Community Park and Linear Park. Parks may serve more than 1 purpose, for example a community park may also serve the immediate neighborhood park needs in addition to a more regional community park demand. The following park types and standards will be developed in Corcoran. nEighborhood Park Neighborhood Parks are the most local unit of the park system, providing area for recreational activities such as field games, court games, playground, skating, and neighborhood centers. These parks prioritize user groups living in the neighborhood. They are identified as NP – Neighborhood Park on the system map. Neighborhood park sites should be in proximity to residential neighborhoods. Their design may be as simple as a playground or as intense as a public square. Siting neighborhood parks adjacent to community parks and local linear parks, corridors and parkways will expand the function of all types of open space. It will also entice residents from throughout the community to visit the park ensuring new parks do not function as private facilities for new developments. Neighborhood park development criteria generally includes: • An overall size of 5-20 acres. • A service area of 1/4 to 1/2 mile. • A physical geography suited for intense development. • A frequency of 1 neighborhood park per 5,000 residents. Ci t y o f G r e e n f i e l d City of Maple Grove City of Medina City of Rogers % Trailhead MorinLake ScottLake JubertLake CookLake 456710 456750 456719 456730 Co u n t y R o a d 1 1 6 Oakdale Dr B r id l e Path J e f f re y Ln Abilene Ln Tr a i l L n HuntersRdg County Road 30 He ather Ln Pio n e e r T r l Trail Haven Rd County Roa d 1 0 Horseshoe Trl Ro b e r t L n H o r s e s h o e Bend D r Co un t y R o a d 5 0 Larsen Rd Gleason P k w y Wi l l o w D r Hunter Rd Co u n t y R o a d 1 9 ESt Homestead Trl Ma p l e H i l l R d Ca i n R d Ro l l i n g H i l l s R d S u n d a n c e Rd Country Rd Mo h a w k D r ElmSt Larkin Rd Fo x l i n e D r Strehler Rd Cain Pl 6 5 t h Pl N Dassel Ln Old Sett lers R d County Road 1 1 7 Stieg R d Be c h t o l d R d Ka l k R d Schutte Rd Meister Rd F o x Valle y Dr M y s t i q u e Dr Hage Dr 93rd Ave N Schutte P l Br and y w ine Rd ChisholmT rl Tessmer Rd HighBluffLn WinchesterTrl JubertLn R u s h C reek RushCreek CountyDitch N u m b e r S ixte e n Cou n t y Ditch N u mberThree SouthFork Ru s h C r eek NP NP NP NP NP NP NP ASA ASA ASA ASA OSP OSP OSP OSP OSP OSP OSP OSP OSP OSP OSP 2040 COMPREHENSIVE PLAN 3,000 0 3,0001,500 Feet ± Path: L:\2294\100\2040CompPlan\Parks and Trails Map.mxd Date: 1/15/2019 Time: 1:22:31 PM User: ShuJC0243 Map 5-1Parks and Trails Plan Existing Parks and TrailsRegional TrailExisting On Road TrailCity ParkTrailheadPrivate Park/Open Space Proposed Parks and TrailsProposed On Road TrailProposed Off Road TrailProposed Off Road Trail outside 2040 Development AreaNeighborhood ParkCommunity ParkGreenway CorridorMunicipal Boundaries2040 MUSAFuture MUSA Expansion AreaParcel BoundariesStreamsLake/Open WaterWetlands NP Within 2040 Metropolitan Urban Services Area (MUSA), and within the City of Corcoran MUSA line MU S A l i n e MUSA line MUSA line 72 community Park Community parks serve a wider user group than neighborhood parks, and are often in proximity to secondary schools and other public facilities. These parks seek to preserve unique landscapes and natural areas, and as they have a larger overall size, the programming of passive and active recreation may occur within the same park without conflict. Community park development criteria generally includes: • An overall size of 20-100 acres. • A service area of up to a 2-mile radius. • A frequency of 1 community park per 15,000 residents. In addition to the existing Corcoran Community Park at County Road 10 and 50, there are 2 other types of planned parks that will serve the wider community and fall into this category: Community Playfields and Open Space/Natural Parks. Community Playfield Community playfields, identified as ASA-Athletic Search Area on the system map, are areas for intense recreational facilities such as athletic fields and swimming pools. Playfields should be integrated into community parks or may be co-located with school athletic facilities. They may also include a neighborhood park use. oPen sPaCe/natural Parks These parks are characterized by high-quality natural resources that merit preservation and which would be negatively affected by development. They are identified as Open Space and Preservation/Nature Park on the system map. Recreational uses are secondary to the preservation of natural open space and the conservation functions of these areas. Compatible recreational uses include hiking, picnicking and nature study. Open space or natural park sites are typically within the high-quality natural community areas identified in the City’s Natural Resource Inventory. They should be connected by trails to the City’s Natural Resource Corridors and to other parks and will be left in a natural or semi-natural state, with minimal development. local linEar ParkS, trailS, corridorS and ParkWayS These areas are developed for 1 or more varying modes of recreational travel such as hiking, biking, and cross-country skiing. These features may traverse 1 or more municipality with width and length minimums varying by feature type – depending on their location within or outside right-of-way. Linear parks and trail corridors are often found adjacent to major roadways within the County or other locations where needed to link cities to components of the local or regional recreation system or community facilities such as schools, libraries, or commercial destinations. These parks may also be located in planned greenway corridors or adjacent to creeks and stream corridors to provide public access to natural features, however such development should consider site and habitat impacts. ExiSting city ParkS (City of Corcoran owns 3 parks) The Corcoran Community Park is located at the intersection of County Roads 10 and 50. The original park was approximately 16 acres. The City purchased a 60-acre parcel from Rockford Area Schools in 2018. The 60-acre parcel is located directly west of the original park and brings the total park area to approximately 76 acres. Park facilities include a playground, tennis and volleyball courts, softball fields, ice rinks, parking and a picnic shelter. The 60-acre parcel adds additional multi-use fields and parking to the Community Park. Figure 5-3: Corcoran Community Park The City has also begun developing park land on City Hall property. The site, including the Memorial Garden, is an estimated 8 acres. Once fully developed, this park will consist of picnic facilities and trails. Figure 5-4: Corcoran City Hall and Memorial Park Corcoran Community Park - Playground - Courts (Tennis and Volleyball) - Ballfields - Ice rinks - Parking - Picnic Shelter Rockford School Property - Multi-Use Fields - Parking Parcel extents for illustrative purposes only Parcel extents for illustrative purposes only 73 ExiSting city ParkS continuEd Wildflower Park has been dedicated as part of the Ravinia development and is owned by the City. A plan for development was approved and the park construction began in 2018. Figure 5-5: Wildflower Park PrivatE Park The Corcoran Lions Club owns a multi-use facility at the intersection of County Roads 10 and 101. This is the site of the Hennepin County Fair, the Hamel Rodeo and a variety of other public entertainment events. While it is a privately owned and operated open space, the City’s Goals and Policies (see Goal 2) prioritize keep- ing open communication with such entities to ensure cooperation and thoughtful planning of the City’s parks and trails. Figure 5-6: Corcoran Lions Park Parks and trails loCations Proposed parks are identified on the 2040 Parks and Trails System Map, Map 5-1. Athletic complex and open space search areas are shown on this plan to indicate potential site areas, not exact property locations. These search areas are distributed throughout the community to aid further investigation for costs, ease of obtaining land, access and proximity to future growth and development. Many of these parks will be developed as new residential neighborhoods are constructed, increasing the need for parks. The City will work with developers and other landowners to identify the exact location and size of parks and trail alignments as development or park acquisition is proposed. The City will seek to co-locate trails with other infrastructure easements where feasible. Map 5-1: Parks and Trails Plan (See page 79 for large size map.) future Parks dEmograPhicS/community groWth The 2040 Comprehensive Plan uses the population forecasts and the context presented to recommend the number and distribution of park and trail facilities in the community. The National Recreation and Park Association (NRPA) has provided standards in the past for how to place parks by park type, and the general facilities you might see in each park. The NRPA is moving away from the minimum standards of service, as findings indicate that each City has unique needs, and is encouraging communities to benchmark their metrics and enter their data into the national database. Therefore, if more parkland than the minimum standards is required to serve the population in each neighborhood, the City may acquire land to meet this need. local trEndS In April 2017 the City surveyed residents regarding, “What amenities are important to you as a resident?” Key findings from 115 responses were used to guide the 2040 Parks and Trails plan, including the following: • Parks and trails within a mile of each Corcoran neighborhood was valued by 51 percent. • Green spaces (i.e. open space parks) were valued by 61 percent of respondents. The 2017 survey supports a trend in past community surveys (in 2008 and 2004) also indicating that the City should develop trails, parks, and green spaces for park system patrons. futurE ProjEctionS by tyPE According to NRPA standards, there should be 1 neighborhood park per 5,000 people within 1/4 to 1/2 mile of their home and 1 community park per 15,000 people within 2 miles of a residential neighborhood. As Corcoran is still developing, it is important to consider the proximity of new parks to new residential developments, and how the density of the development affects the size and quantity of park types. Applying only 1 standard of park need (for example overall population) would suggest Corcoran needs just 1 community park. However, considering just the land area of Corcoran within the 2040 MUSA suggests the community would need nearly 10 community parks. While the overall acreage of parkland planned for Corcoran exceeds the standards set by the NRPA, not all neighborhoods have neighborhood or community parks within the recommended service areas. As population increases in each neighborhood, the City should acquire parkland in those neighborhoods to serve populations within each neighborhood. Based on review of park development trends as indicated by NRPA, the City will have a projected need of 14 acres of park land for every 1,000 residents. With this standard in mind, and considering the character and existing ecological assets within Corcoran, the following is the planned system to serve approximately 11,300 people in 2040: neighBorhood Parks The City has one neighborhood park, Wildflower Park in the Ravinia neighborhood. By 2040, the City will need approximately 2-3 additional neighborhood parks, totaling approximately 10-60 acres. Neighborhood parks should be located within ½ mile walking distance of significant neighborhood developments. • A new Town Square is planned in the downtown core, as part of the Corcoran Southeast District and Downtown Guidelines. The Town Square is categorized as a neighborhood park due to its scale and value to future downtown residents via programming. The Town Square is planned as a social center for the community, suitable for concerts and celebrations. It will be a public space to support the recreation in downtown. Community Parks In addition to the 2 existing community parks, the City will need 1 to 2 new community parks by 2040. These additional community parks would require approximately 20-200 new acres. • Community Playfields: With the additional 60-acre parcel purchase from the Rockford School District, the City does not have an immediate need for additional playfields by 2040. The City will continue to work with landowners to identify opportunities to acquire additional land for future community playfields. A 2006 TKDA Needs Analysis and Recommendations offers metro-area guidelines for population-driven facility types and this study will serve as a continuing resource in the search for and design of both an athletic complex and the other identified parks. • Open Space Parks: The City will consider adding approximately 60 acres of public open space. The space may be divided among 3 sites. loCal linear Parks, trails, Corridors and ParkWays See recommendations in Future Trails section that follows. Ci t y o f G r e e n f i e l d City of Maple Grove City of Medina City of Rogers % Trailhead MorinLake ScottLake JubertLake CookLake 456710 456750 456719 456730 Co u n t y R o a d 1 1 6 Oakdale Dr Br id l e Path Je f f rey Ln Abilene Ln Tr a i l L n HuntersRdg County Road 30 Heather Ln Pio n e e r T r l Trail Haven Rd County Roa d 1 0 Horseshoe Trl Ro b e r t L n H o r s e s h o e Bend Dr Cou nt y Ro a d 5 0 Larsen Rd Gleason P k w y Wi l l o w D r Hunter Rd Co u n t y R o a d 1 9 ESt Homestead Trl Ma p l e H i l l R d Ca i n R d Ro l l i n g H i l l s R d Su nd a nc e Rd Country Rd Mo h a w k D r El mSt Larkin Rd Fo x l i n e D r Strehler Rd Cain Pl 6 5 t h Pl N Dassel Ln Old Settlers R d County Road 11 7 Stieg R d Be c h t o l d R d Ka l k R d Schutte Rd Meister Rd F ox Valley Dr M y s t iq u e Dr Hage Dr 93rd Ave N Schutte P l Br a nd y w ine Rd ChisholmT r l Tessmer Rd HighBluffLn WinchesterTrl JubertLn R u s h Creek RushCreek CountyDitch N u m b e r Sixte e n Cou n t y Ditch N u mberThree SouthFork Rus h C r eek NP NP NP NP NP NP NP ASA ASA ASA ASA OSP OSP OSP OSP OSP OSP OSP OSP OSP OSP OSP 2040 COMPREHENSIVE PLAN 3,000 0 3,0001,500 Feet ± Path: L:\2294\100\2040CompPlan\Parks and Trails Map.mxdDate: 1/15/2019 Time: 1:22:31 PM User: ShuJC0243 Map 5-1Parks and Trails Plan Existing Parks and TrailsRegional TrailExisting On Road TrailCity ParkTrailheadPrivate Park/Open Space Proposed Parks and TrailsProposed On Road TrailProposed Off Road TrailProposed Off Road Trail outside 2040 Development AreaNeighborhood ParkCommunity ParkGreenway CorridorMunicipal Boundaries2040 MUSAFuture MUSA Expansion AreaParcel BoundariesStreamsLake/Open WaterWetlands NP 74 The projected 2040 parkland area need, based on the 2040 population forcast for Corcoran is 158 acres, with the total planned system range for projected parkland area 159 to 209 acres.The existing acreage of parks in Corcoran are on the low end of NRPA standards for neighborhood and community parks. The high end of the range is due to Corcoran’s abundance of naturally occurring ecological assets. These assets are in most cases prohibited from development by environmental protection regulations. These ecological assets also support the unique character of Corcoran, a priority the community has identified as important to preserve (Policy 4, Goal 1). The community has also consistently conveyed the importance of maintaining the community’s rural character. Open space is a key feature in rural character. Recreation trends and community preferences will ultimately affect the number, size, and location of specific parks and facilities. The system master plan shows a concentration of new neighborhood parks within future neighborhoods where a density of new housing will support the need and use of those parks. The City will continue to work closely with the local school districts in future planning of playfields, athletic complexes, and additional park facilities. future trails Corcoran residents have expressed a strong interest in trails, particularly for walking and biking. The community also has a high level of interest in snowmobile and horseback trails. The community’s value of trails has been implemented into this plan. New to the 2040 Metropolitan Council Transportation Policy Plan, a Regional Bicycle Transportation Network (RBTN) has been established. The RBTN seeks to integrate a seamless network of on road bikeways and off road trails to improve conditions for bicycle transportation at the regional level. Corcoran’s Trail System plan will consider connections to surrounding communities when planning on road bikeways and off road trails to support park system patrons interest in trails and the regional bicycle transportation network. taBle 5-2: City and County trail system Within CorCoran Total Trail Miles in 2040 MUSA 58 All Types Total Trail Miles Outside 2040 MUSA 56 Total Off Road Miles 50 Inside & Outside MUSA Total On Road Miles 64 Total Trail System Miles 114 There are several categories of trails identified on the 2040 Parks and Trails Plan. The City of Corcoran is continuing to plan for a fully developed system ultimately offering up to 114 miles of trails. Trail categories and potential trail options are described in Figures 5-8 through 5-11: taBle 5-1: ProjeCted aCres of Park land Park Name / Type Existing Area (acres) New Proposed Area (acres) Neighborhood Parks 5.13 10-60 Wildflower Park 5.13 0 Town Center 0 4-5 Community Parks 84 60 City Hall Park/Memorial Garden 8 0 Community Playfields 76 0 Open Space Parks 0 60 Subtotal 89.13 70-120 Total Planned System 159-209 Total Projected Need by 2040 158 acres Figure 5-10: Sidwalk with Boulevard off Roadway Figure 5-11: On Road Trail on Roadway with Boulevard Figure 5-8: Off-Road Trail with 20’ Easement Figure 5-9: Off-Road Trail with Boulevard off Roadway 75 regional linking trail Regional linking trails are located to serve as linkages between components of the regional parks system. When feasible, linking trails should attempt to connect the population, economic, and social centers along its route. Corcoran has 1 existing regional linking trail, the Lake Independence Regional Trail, located along County Road 19 that stretches from Baker Park Reserve to Crow-Hassan Park Reserve. The general alignment is shown on the map along County Road 19. The length of this trail through Corcoran is approximately 6 miles. This trail is considered a Tier 2 alignment in the RBTN network. A proposed regional trail (Rush Creek Regional Trail) is also planned just outside the northern edge of Corcoran providing a connection point from County Road 101 near 117 to Crow-Hassan Park Reserve. A second RBTN, Tier 2 trail is proposed for County Road 101 between Corcoran and Maple Grove. No other RBTN network connections are proposed in the Metropolitan Council’s 2040 TPP. regional trail searCh Corridor addition Regional trail search corridors (RTSC) are proposed regional trails without a Metropolitan Council-approved master plan that identifies trail alignment. Because they do not have a Council-approved master plan, these corridors are not eligible for Regional Parks System funding for acquisition and development. Within Corcoran, a RTSC proposed by the Three River Park District was recommended as a system addition to the Metropolitan Council’s 2040 Regional Parks Policy Plan. This RTSC’s general alignment along County Road 116 is shown in Figure 5-13 as North-South 1. Figure 5-14 shows a refined version of the same RTSC identified as the Diamond Lake Regional Trail. This trail would connect several different existing and proposed regional trails and is the only RTSC in Corcoran. County trail County trails, in this case proposed and managed by either Hennepin County as part of their regional bikeway system or Three Rivers Park District (TRPD) as part of their regional trail system, are often found adjacent to major roadways and locations needed to link cities and components of the local or regional recreation system and/or community facilities such as schools, libraries or commercial destinations. Three Rivers Park System has proposed a network of nearly 49 miles off road trails for Corcoran, generally aligning with Greenway Corridors. It should be noted that trail terminology varies from County to City. In this plan and in the City of Corcoran generally, terms of on road and off road trails are preferred. Hennepin County uses on street and off street terminology though they are functionally the same. on road trail This trail type is a striped or signed bikeway on an existing road right-of-way or designated lane. The City has 1 4.5-mile on road trail along County Road 30 and 1 6-mile trail along County Road 116. By 2040, the City on road trail system is planned to include 31 miles; another 33 miles of on road trails are planned outside the MUSA. off road trail An off road-trail is a multi-use trail, paved or gravel that is at least 8 feet wide. These trails are designed for bicycle, pedestrian, and other non- motorized uses. The City and County agencies combined are planning for approximately 49 miles of off road trails, 26 miles inside the 2040 MUSA and 23 miles outside that area. The City is investigating the possibility of co-locating an off-road trail over the natural gas pipeline easement in the southern half of the City. Dayton Greenfield Hanover Independence Loretto PlymouthMedina Corcoran Maple Grove Rogers 94 55 HanoverSaint Michael Rockford Twp. Regional Bicycle Transportation Network (RBTN) 0 1 2 3 40.5 Miles City of Corcoran, Hennepin County Regional Trails (Parks Policy Plan) Existing Planned County Boundaries City and Township Boundaries NCompass Street Centerlines Open Water Features Existing State Trails (DNR) Mississippi River Trail RBTN Alignments Tier 1 Alignment Tier 2 Alignment RBTN Corridors (Alignments Undefined) Tier 2 Corridor Tier 1 Priority Corridor Regional Destinations Metropolitan Job Centers Regional Job Centers Subregional Job Centers Large High Schools Colleges & Universities Highly Visited Regional Parks Major Sport & Entertainment Centers Figure 5-12: Regional Bicycle Transportation Network Figure 5-16: Conceptual Regional Trail System Figure 5-15: Conceptual Bike Trail System Dayton Greenfield Hanover Independence PlymouthMedina Corcoran Maple Grove Rogers No r t h - S o u t h 1 North - South 1 La k e I n d e p e n d e n c e La k e I n d e p e n d e n c e Crow River RushCreek Hanover Crow Hassan Regional Parks System 0 1 2 3 4 50.5 Miles City of Corcoran, Hennepin County Regional Parks Existing In Master Plan Planned Parks and Reserves Regional Trails Existing Regional Trails Planned Regional Trails Regional Trail Corridor Land Minnesota Valley National Wildlife Refuge State Parks State Wildlife Management Areas (Publicly Accessible) Scientific and Natural Areas (SNA) Other Parks and Preserves Existing State Trails Street Centerlines (NCompass) Lakes and Major Rivers Regional Park Search Areas and Regional Trail Search Corridors Boundary Adjustments Search Areas Regional Trails - 2040 System Additions Regional Trail Search Corridors Figure 5-13: Regional Trail Search Area Figure 5-14: Diamond Lake RT Map 76 77 78 Ci t y o f G r e e n f i e l d City of Maple Grove City of Medina City of Rogers % Trailhead Morin Lake Scott Lake Jubert Lake Cook Lake 456710 456750 456719 456730 Co u n t y R o a d 1 1 6 Oakdale Dr B r i d l e Pa t h J e f f r e y L n Abilene Ln Tr a i l L n Hunters Rdg County Road 30 He a t h e r Ln Pio n e e r T r l Trail Haven Rd County Ro a d 1 0 Horseshoe Trl Ro b e r t L n H o r s e s h o e Bend D r Co u n t y R o a d 5 0 Larsen Rd Gleason P k w y Wi l l o w D r Hunter Rd Co u n t y R o a d 1 9 ES t Homestead Trl Ma p l e H i l l R d Ca i n R d Ro l l i n g H i l l s R d S u n d a n c e Rd Country Rd Mo h a w k D r El mSt Larkin Rd Fo x l i n e D r Strehler Rd Cain Pl 6 5 t h Pl N Dassel Ln Old Se t t le rs R d County R oad 1 1 7 Stie g R d Be c h t o l d R d Ka l k R d Schutte Rd Meister Rd F o x V a l l e y Dr M y s t i q u e Dr H a g e Dr 93rd Ave N Sc hut t e P l Br a n d y w i n e Rd Chisholm T r l Tessmer Rd HighBlu ffLn Winc hest erTrl JubertLn R u s h C re e k RushCreek County Ditc h N u m b e r S i x t e e n Co u n t y Ditch N u mber Three SouthFor k R u s h C r e e k NP NP NP NP NP NP NP ASA ASA ASA ASA OSP OSP OSP OSP OSP OSP OSP OSP OSP OSP OSP 2040 COMPREHENSIVE PLAN 3,000 0 3,0001,500 Feet ± Path: L:\2294\100\2040CompPlan\Parks and Trails Map.mxd Date: 1/15/2019 Time: 1:22:31 PM User: ShuJC0243 Map 5-1Parks and Trails Plan Existing Parks and TrailsRegional TrailExisting On Road TrailCity ParkTrailheadPrivate Park/Open Space Proposed Parks and TrailsProposed On Road TrailProposed Off Road TrailProposed Off Road Trail outside 2040 Development AreaNeighborhood ParkCommunity ParkGreenway CorridorMunicipal Boundaries2040 MUSAFuture MUSA Expansion AreaParcel BoundariesStreamsLake/Open WaterWetlands NP 79 Parks and Trails Commission Training March 20, 2025 Parks and Trails Commission Information COMMISSION OVERVIEW 3 PURVIEWS 4 REGULAR MEETING ITEMS 5 EXPECTATIONS 6 COLLABORATION 7 PARK DEDICATION 9 2040 COMPREHENSIVE PLAN 10 CURRENT PARKS 16 2024 PRIORITIES 17 Commission Overview •A recommending body to the City Council. •Meetings •3rd Thursday of each month at 7:00 pm. •Generally, at City Hall. •Work sessions •Study issues, gather/analyze information, and clarify problems. •Motions •May introduce ordinances and resolutions, amend them, and take any other action. •Open meeting law •Meetings of public bodies must generally be open to the public. •No gatherings of a quorum of Council/Commission/etc. can occur without notice. •Liaison •City Councilor will serve as a liaison to the Commission •Commissioners are not required to attend City Council meetings 2025 Parks and Trails Commission Training 3 PARKS & TRAILS COMMISSION o Review/recommendation of: •Parks, trails, and recreation policies •Total area and location of land conveyed or dedicated for park use •Recommend percentage of park dedication paid in cash-in-lieu-of land •Standards for design and construction of parks, trails, and open space areas PLANNING COMMISSION o Review/recommendation of: •Planning related policies •Public comments •Adoption, amendment, or repeal of an official map •Development proposals •Hearing variances •Conditional use requests •Land subdivision, zoning, land use, and architectural review 2025 Parks and Trails Commission Training 4 Purviews CITY COUNCIL o Governing body for the City o Adoption of resolutions and ordinances o Final review and approval/denial of development projects REGULAR MEETING ITEMS 2025 Parks and Trails Commission Training 5 •Summary of previous meeting •Motion neededMinutes •Summary of active planning projectsActive Planning Applications •Summary of Recreation Supervisor’s tasks Parks, Trails, and Recreation Update •Summary of funds in Park Dedication and Memorial Garden funds Park Dedication Fund Expectations… 2025 Parks and Trails Commission Training 6 of staff: •Help you navigate your role easier •Provide short, well-written reports •Give accurate, current, and non-biased data •Present requested information in a timely manner of Commissioners: •Read the material provided •Ask questions, in advance of meetings, whenever possible •Examine all the facts and determine the best option •Purview-focused discussion Three Rivers Park District 2025 Parks and Trails Commission Training 7 •Lake Independence Regional Trail •County Road 19 •Diamond Lake Regional Trail •North/south through Corcoran •Cooperative Agreement •Reimbursement for trails acquired •Up to $15,000 towards City Park alignment planning Diamond Lake Regional Trail Parks and Trails Commission Training 8 PARK DEDICATION FUND 2024 Parks and Trails Commission Training 9 •Land •Cash-in-lieu of landDedication •Development of new recreational areas •Upgrades to existing recreational areas •*Ongoing operations and maintenance NOT eligible Uses 2040 Comprehensive Plan 2025 Parks and Trails Commission Training 10 •Adopted by the City Council on November 5, 2019. •Parks and Trails Commission should implement the plan and strive to achieve the goals and policies listed. •Goals •To implement this Parks and Trails Plan based on the needs of Corcoran residents and park system patrons. •To cooperatively with neighboring communities, Hennepin County, and the State of Minnesota and others in planning, developing, and financing the local park system. •To develop a park system the public values and visits. •To develop a system of parks and trails, with a variety of active and passive uses, that reflect the special character of the City, its history, and natural resources. •To provide a safe, equitable, and convenient trail network. •Work on the 2050 Comprehensive Plan is anticipated to begin in XXXX. 2040 Comprehensive Plan 2025 Parks and Trails Commission Training 11 Park Classification 2025 Parks and Trails Commission Training 12 •Neighborhood park •Prioritize user groups living in the neighborhood •Overall size of 5-20 acres •Service area of ¼-½ mile •Physical geography suited for intense development •A frequency of 1 neighborhood park per 5,000 residents •Example: Wildflower Park Park Classification 2025 Parks and Trails Commission Training 13 •Community Park •Seek to preserve unique landscapes and natural areas •Larger in overall size; 20-100 acres •Passive and active programmed recreation may occur within the same park without conflict •Service area of up to a 2-mile radius •A frequency of 1 community park per 15,000 residents •Community playfields (Athletic Search Area – ASA) •Open space/natural parks •Example: City Park Park Classification 2025 Parks and Trails Commission Training 14 •Local Linear Parks, Trails, Corridors, and Parkways •1 or more varying modes of recreational travel •Hiking, biking, cross-country skiing, etc. •Often found adjacent to major roadways to link recreation/community amenities •Example: Future linear park along CR 116 Park Standards Policy 2025 Parks and Trails Commission Training 15 •Adopted June 13, 2024; Resolution 2024-64 •Focuses on •Collaboration •Connectivity •Gathering Areas •Landscaping and Natural Features •Policy Development/Inclusion •Site Amenities •Differences in Neighborhood Parks, Open Space Parks, Community Playfields, and Linear Parks/Trails CITY PARK MEMORIAL GARDEN WILDFLOWER PARK 20200 County Road 50 8200 County Road 116 6604 Wildflower Trail 2025 Parks and Trails Commission Training 16 Current Parks 2025 Priorities DIAMOND LAKE REGIONAL TRAIL CITY PARK REMASTER Three Rivers Park District County Road 10 & 50 WAYFINDING SIGNS PARK DEVELOPMENT Directional and monument signs Park system planning and financing 17Parks and Trails Commission Training2025 Map Training SECTIONS 17 MISCELLANEOUS MAP TRAINING 18 CONTOURS 20 TREES 21 Sections 2024 Parks and Trails Commission Training 19 •Section: 1 square mile •Quarter-Quarter: Area of section. First number is quarter, second number is quarter- quarter. Each number is 1-4, starting in the NE quarter and moving counterclockwise. •4-digit unique number: Unique individual identified for each lot. Development 2024 Parks and Trails Commission Training 20 Development 2024 Parks and Trails Commission Training 21 Contours 2024 Parks and Trails Commission Training 22 Trees 2024 Parks and Trails Commission Training 23 Questions? Contact Information Jessica Christensen Buck Recreation Supervisor jchristensenbuck@corcoranmn.gov ; 763-400-7034 8200 County Road 116 Corcoran, MN 55340 763-420-2288 www.corcoranmn.gov MEMO Meeting Date: March 20, 2025 To: Parks and Trails Commission From: Jessica Christensen Buck, Recreation Supervisor Re: Dog Survey Summary ______________________________________________________________________ The City of Corcoran conducted a survey in February 2025 to gather community feedback on dog amenities and park usage. The survey received 65 responses, providing valuable insights into current park usage, desired amenities, and support for a dedicated dog park. Key Findings: • Dog Ownership and Park Visits: o 82% of respondents own at least one dog (52% own one dog, and 29% own two or more). o Park visitation with dogs varied: 23% visit rarely, 22% weekly, 20% never, 15% monthly, and 5% daily. • Dog-Friendliness of Parks: o 29 respondents were unsure or had no opinion. o 15 rated parks as "Good," 11 as "Fair," 7 as "Poor," and 3 as "Excellent." • Desired Amenities: o The most requested amenities were dog waste stations (44 mentions), off- leash areas (39 mentions), and water stations (35 mentions). o Additional requests included agility equipment (14 mentions), shaded rest areas, and separate small dog areas. • Interest in a Dedicated Dog Park: o 66% of respondents support a dedicated dog park, with another 20% expressing conditional interest based on location. 10a. 8200 County Road 116 Corcoran, MN 55340 763-420-2288 www.corcoranmn.gov  Location suggestions varied, but included near City Hall, City Park, within/near the Bellwether community, CR30/CR116, east side, and an area open with trails. • Funding and Maintenance: o 39% are willing to pay a small annual fee for maintenance, 31% are open to the idea, and 20% answered no. • Community Concerns and Comments: o Comments highlighted enthusiasm for new dog amenities, as well as concerns about maintaining safety and cleanliness. • Demographics: o 63 Corcoran residents, 2 respondents in Hennepin County outside of Corcoran o 52% of respondents were adult only households, with no children under the age of 18. o Respondents were primarily 35-44 (25 respondents) and 65+ (24 respondents) years of age. This feedback highlights a strong community interest in enhancing dog-friendly spaces. No action is required at this time, but as the Parks and Trails Commission continues to work through park planning this can be helpful in determining some of the desires of the community. Attachments None Page 1 of 3 Agenda Item 10b. MEMO Meeting Date: March 20, 2025 To: Parks and Trails Commission From: Dwight Klingbeil Re: Planning Project Update Projects/comments in blue italics are new. The following is a status summary of active planning projects: 1. Kwik Trip CUP, Lot Line Adjustment, and Site Plan (PID 12-119-23-14-0006; 12-119- 23-14- 0004) (City File 23-006) Kwik Trip Inc. submitted a Site Plan, Lot Line Adjustment and CUP application for the two parcels north of Mama G’s in early 2023. A feasibility study was required to evaluate the infrastructure needs of the project. The feasibility study has been distributed to the applicant. Staff and the applicant team continue to work through requirements for the application to move forward. Additional application materials were submitted to the City for a preliminary plat, final plat, variance, conditional use permit and site plan. The application is complete for City review and is scheduled for the March 6, 2025, Planning Commission meeting. 2. Commercial and Industrial Development Standards (Citywide) (City File 23-023) The purpose of this zoning ordinance amendment is to address and evaluate the allowed uses and use specific standards within commercial and industrial developments. The Council adopted a work plan at the November 20, 2023, regular meeting, and requested the Planning Commission to provide their initial feedback. The Planning Commission discussed this item at the December 5, 2023, meeting and expressed their desire Commercial and Industrial Development Standards address a number of items such as: specific architectural standards, infrastructure investment incentives, encouragement toward sustainable development practices, proper transitions of intensities and height, the permitted and conditional uses of each zoning type, verbiage, and lighting standards. City Staff prepared a survey for current landowners and lessees to express their Page 2 of 3 opinions on items addressed with this update. Staff mailed the online survey invitation to property owners and tenants whose property is either currently zoned, or guided for Commercial, Industrial, or Mixed-Use. The comment period for this survey closed on January 31, 2024. During the February 8, 2024, City Council meeting, Council directed staff to prioritize Rural Commercial (CR) and Transitional Rural Commercial (TCR) district updates for approval by the end of quarter 2. Staff presented feedback from the Planning Commission and results from the Business Community Survey to the City Council at the April 25, 2024, regular Council meeting for further direction. The City Council and Planning Commission discussed the Commercial and Industrial standards during the May 21, 2024, Joint Work Session. A survey invitation for feedback on Rural Commercial Subdivisions was posted to the City’s media pages and mailed out to properties within 500 feet of CR & TCR parcels. Council discussed the results of this survey during the June 27, 2024, meeting. A public hearing for an ordinance amendment removing self-storage/mini-storage from the CR and I-1 districts was held at the July 2, 2024, Planning Commission meeting. After some discussion, the Planning Commission motioned to recommend approval of this ordinance amendment. Council approved the zoning ordinance amendment, removing self-storage/mini-storage from the CR & I-1 districts at the July 25, 2024, meeting. A public hearing to clarify the use of development rights for subdivision in the UR, RR, CR, and TCR districts was held at the August 1, 2024, Planning Commission meeting. The Planning Commission motioned unanimously to recommend approval of the draft ordinance. Council approved the Zoning Ordinance Amendment at the August 22, 2024, meeting. 3. Camp Solberg (PID 08-119-23-31-0004) (City File 24-021). Aaron and Melissa Solberg submitted an application for a preliminary and final plat to create two single-family residential lots on Outlot B of Weinand Woods located at PID 08-119-23-31-0004. This item is incomplete for city review and is not currently scheduled for any upcoming meetings. 4. St. Thomas the Apostle Concept Plan (PID 23-119-23-44-0015) (City File 24- 045). St. Thomas the Apostle Catholic Church submitted a concept plan for a new campus at 20020 County Road 10. This application received informal feedback from the City Council during the February 27, 2025, Council meeting. 5. Spaeth Garage CUP (PID 29-119-23-44-0005) (City File 24-046). Jordan Spaeth submitted a CUP application to allow the construction of an accessory structure with sidewalls exceeding 10 ft in the side yard of 7090 Jubert Lane. The Council approved the CUP request during the February 27, 2025, meeting. 6. Brockton Business Park Preliminary Plat and Site Plan (PID 01-119-23-11-0001) (City File 24-047). Hemple Development LLC request approval of a preliminary plat and site plan for an industrial development at 10585 County Road 101. This item is complete for City review and is scheduled for the March 6, 2025, Planning Commission meeting. 7. Chastek Family Farm Preliminary Plat and Rezoning (PID 21-119-23-12-0002) (City File 25-001). Trek Real Estate and Development request approval of a preliminary plat and Page 3 of 3 rezoning of the Chastek Farm property located at 7600 Maple Hill Road. The application consists of 104 65 ft-wide single-family lots on a 38.16 acre site. This item is complete for City review and is scheduled for the March 6, 2025, Planning Commission meeting. 8. Lother Comprehensive Plan Amendment (PID 12-119-23-22-0009) (City File 25- 002). Brian and Jaque Lother request approval of a comprehensive plan amendment to re- guide the property at 10110 County Road 116 from Existing Residential to Conservation Residential. This item is complete for City review and is scheduled for the March 6, 2025, Planning Commission meeting. 9. Triden Ridge Estates 3rd Addition Preliminary & Final Plat (PID 06-119-23-11- 0008) (City File 25-004). SAB Properties, LLC. request approval of a preliminary plat & final plat to create a 1 single-family lot and 0 outlots on Outlot A of Triden Ridge Estates 2nd Addition. The application is incomplete for City review and is not currently scheduled for any upcoming meetings. 10. Commercial Kennel Zoning Ordinance Amendment (Citywide) (City File 25- 005). Maureen & Jefferey Clipperton request approval of a Zoning Ordinance Amendment to classify Commercial Kennel operations as a permitted use within the Rural Residential zoning district. The application is complete for City review and is scheduled for the April 3, 2025, Planning Commission meeting. 8200 County Road 116 Corcoran, MN 55340 763-420-2288 www.corcoranmn.gov MEMO Meeting Date: March 20, 2025 To: Parks and Trails Commission From: Jessica Christensen Buck, Recreation Supervisor Re: Parks, Recreation, and Trails Update ______________________________________________________________________ Summary Youth Athletics: Extended registration deadline for youth baseball, answered questions regarding registration, and attended a meeting regarding the collaboration with Hanover and Rockford Athletic Associations for the Machine Pitch league. Hiring: Held 2 rounds of interviews for the Program Coordinator position and worked with Human Resources to extend an offer to the preferred candidate. Park Planning: Met with staff and consultants to further discuss funding options and project updates. Prepared materials for the March 20, 2025, Parks and Trails Commission 90% designs for City Park, to be reviewed by the Commission. Prepared a draft grant application for the DNR Outdoor Recreation Grant, as well as reviewed and began working on additional grant applications. Parks and Trails Commission: Prepared materials for the packet and compiled packets alongside Community Development Administrative Assistant Gellman for physical and electronic delivery. Updated the Commission handbook and training slides. Policy Updates: Continued work between the Community Development and Police Departments to finalize the special events processes. Other: Working with Three Rivers Park District on reimbursement for sections of the Diamond Lake Regional Trail. Wrote Parks, Recreation, and Trails related articles for the 2025 spring newsletter. Continued receiving training on Granicus/Peak Agenda software. 10c. 8200 County Road 116 Corcoran, MN 55340 763-420-2288 www.corcoranmn.gov City Council Items: February 27, 2025, City Council Meeting 7d. City Park – FONSI • The environmental review for the project required by the CPF grant is complete. • City Council reviewed and approved the Environmental Assessment and directed staff to publish the public notice. 7h. Resolution 2025-15 Authorizing Park Grants • City Council approved the resolution, authorizing staff to pursue grant opportunities for the City Park remaster project. 7l. Parks and Trails Commission Appointments • City Council appointed Tom Anderson and Jonathan Schmidt to the Parks and Trails Commission for a term expiring February 28, 2028. 7p. Resolution 2025-19 Supporting grant Application – 2025 DNR Outdoor Recreation Grant Program • City Council approved the resolution associated with the 2025 DNR Outdoor Recreation Grant Program. 9a. Parks and Trails Appointment – New • City Council appointed Seamus Walsh to the Parks and Trails Commission for a term expiring February 28, 2028. February 27, 2025, City Council Meeting At the time of this report, this meeting has not yet occurred. 6k. Resolution 2025-22 Accepting Tree Giveaway from Jaycees • Resolution summarized the donation from the Northwest Area Jaycees of $1,055, with the request from staff to accept the donation to be used for the tree giveaway. Attachments None 03/13/2025 11b. TRANSACTIONS FROM 03/01/2024 TO 03/31/2025 Date JNL Type Description Debits Credits Balance Park Dedication Fund 03/01/2024 Park Dedication Fund BEG. BALANCE 4,369,427.94 05/16/2024 CR RCPT TAVERA 6TH FILE 23-033 470,366.00 4,839,793.94 06/30/2024 GJ JE GEN INTEREST ALLOCATION 68,291.84 4,908,085.78 07/05/2024 CR RCPT PARK DEDICATION 72,973.04 4,981,058.82 08/22/2024 CR RCPT RUSH CREEK RESERVE 4 245,937.85 5,226,996.67 09/30/2024 GJ JE GEN INTEREST ALLOCATION 15,500.95 5,242,497.62 10/11/2024 GJ JE CITY PARK PROJECT RECODES 63,823.11 5,178,674.51 10/22/2024 CR RCPT 29,770.00 5,208,444.51 10/24/2024 CD CHK SUMMARY CD 10/24/2024 63,524.51 5,144,920.00 11/07/2024 CR RCPT 205,616.00 5,350,536.00 11/25/2024 CD CHK SUMMARY CD 11/25/2024 27,321.04 5,323,214.96 12/12/2024 CD CHK SUMMARY CD 12/12/2024 52,266.50 5,270,948.46 12/31/2024 GJ JE GEN INTEREST ALLOCATION 24,630.72 5,295,579.18 01/01/2025 2025 Fiscal Year Begin 5,295,579.18 01/03/2025 CR RCPT 5,954.00 5,301,533.18 02/06/2025 CD CHK SUMMARY CD 02/06/2025 20,685.15 5,280,848.03 02/13/2025 CD CHK SUMMARY CD 02/13/2025 64,849.97 5,215,998.06 02/27/2025 CD CHK SUMMARY CD 02/27/2025 13,861.54 5,202,136.52 03/13/2025 CD CHK SUMMARY CD 03/13/2025 34,450.00 5,167,686.52 03/31/2025 Park Dedication Fund END BALANCE 1,139,040.40 340,781.82 5,167,686.52 03/13/2025 TRANSACTIONS FROM 03/01/2024 TO 03/31/2025 Date JNL Type Description Debits Credits Balance Memorial Garden Fund 03/01/2024 Memorial Garden Fund BEG. BALANCE 10,801.05 12/31/2024 MEMORIAL PARK INTEREST/DONATION 101.09 03/31/2025 Memorial Garden Fund END BALANCE 10,902.14