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2025-05-01 Planning Commission Agenda Packet
Corcoran Planning Commission Agenda May 1, 2025 - 7:00 pm 1. Call to Order / Roll Call 2. Pledge of Allegiance 3. Agenda Approval 4. Open Forum – Public Comment Opportunity 5. Minutes a. Minutes – April 3, 2025 Meeting* 6. New Business a. Public Hearing. St. Thomas Church Site Plan and Variance (City File 24-045). i. Staff Report ii. Open Public Hearing iii. Close Public Hearing iv. Commission Discussion & Recommendation b. Public Hearing. New Mahavan Temple Site Plan and Conditional Use Permit (City File 25-009). i. Staff Report ii. Open Public Hearing iii. Close Public Hearing iv. Commission Discussion & Recommendation c. Public Hearing. Kariniemi Acres 2nd Addition Preliminary Plat and Variance (City File 25-011). i. Staff Report ii. Open Public Hearing iii. Close Public Hearing iv. Commission Discussion & Recommendation d. Public Hearing. City Park Remaster Site Plan and Variance (City File 25-015). i. Staff Report ii. Open Public Hearing iii. Close Public Hearing iv. Commission Discussion & Recommendation 7. Reports/Information a. Other Business i. Resources for Proposed Bills b. Planning Project Update* c. City Council Report* – Council Liaison Vehrenkamp HYBRID MEETING OPTION AVAILABLE The public is invited to attend the regular Planning Commission meetings at City Hall. Meeting Via Telephone/Other Electronic Means Call-in Instructions: +1 312 626 6799 US Enter Meeting ID: 824 6069 0607 Video Link and Instructions: https://us02web.zoom.us/j/8246069 0607 Or visit http://www.zoom.us and enter Meeting ID: 824 6069 0607 *Please note in-person comments will be taken at the scheduled meeting where noted. Comments received via email to the City Planner (dklingbeil@corcoranmn.gov) or via public comment cards will also be accepted. All email and public comment cards must be received by the 4PM of the day before the meeting. For more information on options to provide public comment visit: *Includes Materials - Materials relating to these agenda items can be found in the House Agenda Packet by the door. The complete Planning Commission Agenda Packet is available electronically on the City website at www.corcoranmn.gov. 8. Commissioner Liaison Calendar Suggested City Council Meetings 5/8/2025 5/22/2025 6/12/2025 6/26/2025 7/10/2025 7/24/2025 Hargreaves Kozicky Lind Brummond Hargreaves 9. Adjournment 1 Corcoran Planning Commission Minutes April 3, 2025 - 7:00 pm The Corcoran Planning Commission met on April 3, 2025, in Corcoran, Minnesota. Four Planning Commissioners were present in the Council Chambers. Members of the public were able to participate in-person and monitor the meeting through electronic means using the audio and video conferencing platform Zoom. Present: Commissioners Brummond, Hargreaves, Kozicky, and Lind were present at the start of the meeting. Also present: Planner Klingbeil, Community Development Administrative Assistant Gellman, and Council Liaison Vehrenkamp. 1. Call to Order / Roll Call 2. Pledge of Allegiance 3. Agenda Approval Motion made by Kozicky, seconded by Lind, to approve the agenda for the April 3, 2025, Planning Commission Meeting. Voting Aye: Brummond, Hargreaves, Kozicky, and Lind (Motion passed 4:0). 4. Open Forum – Public Comment Opportunity (None). Motion made by Brummond, seconded by Kozicky, to close the open forum. Voting Aye: Brummond, Hargreaves, Kozicky, and Lind. (Motion passed 4:0). 5. Minutes Motion made by Brummond, seconded by Kozicky , to approve the minutes for the March 6, 2025, as amended, Planning Commission Meeting. Voting Aye: Brummond, Hargreaves, Kozicky, and Lind (Motion passed 4:0). 2 6. New Business a. . Public Hearing. Commercial Kennel Zoning Ordinance Amendment (City File 25-005). ii. Planner Klingbeil presented the Staff Report. ii. Public Hearing (None). iii. Close Public Hearing Motion made by Lind, seconded by Brummond, to close the public hearing. Voting Aye: Brummond, Hargreaves, Kozicky, and Lind. (Motion passed 4:0). iv. Commission Discussion & Recommendation Commissioner Kozicky asked what the reasoning was for the ordinance being established. Planner Klingbeil explained that there was concern of over saturation. Commissioner Kozicky voiced concern over the fact sound can travel far particularly in the rural residential portions of the city. She asked for screening or other sound barriers as well as established hours the dogs would be permitted outside. Commissioner Lind asked if this would be the only rural residential dog kennel. Planner Klingbeil clarified to the Commission that the other dog kennel was not rural residential and that there was only one dog kennel in the rural residential district. Commissioner Kozicky asked if the Zoning Ordinance Amendment would allow other commercial kennel businesses in the rural residential zones of the city. Chair Brummond said that it would allow other businesses to operate but that they would still need an IUP through the city and that they could not just begin operating. Commissioner Kozicky asked if the existing kennel would be able to expand without the amendment. Planner Klingbeil confirmed that the amendment would be necessary for the existing kennel to expand. Commissioner Kozicky asked if there was a newly approved kennel that received complaints, what kind of recourse the city would have. Chair Brummond said the city has a noise ordinance and that there would be other actions the city could take if there were violations of the IUP. Planner Klingbeil agreed that the IUP could be revoked depending on the violations. 3 Commissioner Hargreaves asked how the city would determine what level of sound would be appropriate for an IUP. Planner Klingbeil explained more research would need to be conducted because the data in the Staff Report was specific to a commercial kennel in a business or commercial district such as a strip mall. Chair Brummond said the complaints the city had received over time regarding commercial kennels were not for noise issues and that she did not want to create an unnecessary restriction on an existing business that hadn’t had noise issues. Commissioner Hargreaves expressed that he would like to have an additional stipulation in the Zoning Ordinance Amendment concerning noise. Chair Brummond said that through the IUP process the city has enough purview to regulate businesses. Commissioner Hargreaves said it was important for the city to look at the sound issue. Chair Brummond asked the Commission what they would like to add to the resolution. Commissioner Kozicky said that changing the setback from 75 feet to 125 feet could be an addition and that it would align with other cities requirements. Chair Brummond asked how, by doing so, the city would know whether it was effective in solving the potential noise issue. She said that it would limit the space a business owner could use. Commissioner Lind said that she was concerned about adding restrictions to an existing business that hasn’t had issues. Council Liaison Vehrenkamp said the noise issue had been previously discussed and that making additional restrictions would be unnecessary. Motion made by Brummond, seconded by Lind to recommend approval of Commercial Kennel Zoning Ordinance Amendment (City File 25-005). Voting Aye: Brummond, Hargreaves, Kozicky, and Lind (Motion passed 4:0). 7. Reports/Information a. Other Business i. Resources for Proposed Bills Planner Klingbeil presented the city resources for proposed bills in the state legislature. b. Planning Project Update c. City Council Report – Council Liaison Vehrenkamp Council Liaison Vehrenkamp gave a short update and answered some general questions from the Commission. 4 8. Commissioner Liaison Calendar Suggested City Council Meetings 04/10/2025 04/24/2025 05/08/2025 05/22/2025 06/12/2025 06/26/2025 Brummond Hargreaves Kozicky Lind 9. Adjournment Motion made by Brummond, seconded by Kozicky, to adjourn the April 3, 2025 Planning Commission meeting. Voting Aye: Brummond, Hargreaves, Kozicky, and Lind (Motion passed 4:0). The meeting adjourned at 7:49 PM Submitted by Seth Gellman, Community Development Administrative Assistant Page 1 of 13 STAFF REPORT Agenda Item 6a. 0BPlanning Commission Meeting: 1BMay 1, 2025 2BPrepared By: 3BKendra Lindahl, AICP 4BTopic: Site Plan and Variances for St. Thomas the Apostle Catholic Church at 20020 County Road 10 (PID 23-119-23- 44-0015) (city file no. 24-045) 5BAction Required: 6BRecommendation to City Council Review Deadline: May 27, 2025 1. Request St. Thomas of the Apostle Catholic Church has submitted a request for review of a site plan for a new church on the subject property. The Church owns three adjacent properties. The new church would be on the middle parcel east of the existing church. The church site plan would also require two variances. One variance is for exceeding the maximum driveway width for the parking lot entrance and a second variance is for a drive aisle that crosses into the lot on the east and does not meet setback requirements. 2.Concept Plan Review The City Council reviewed a concept plan for this site at the February 27, 2025 meeting. Council members were generally supportive of the concept but did question the height of the bell tower and whether the bell tower would be functional. The applicant’s representative said the building design was not yet final but they would review the tower height and that the bells typically only ring at the start of mass. 3.Context Zoning and Land Use The eastern two sites owned by the Church are guided Public/Semi-Public and zoned P- I (Public/Institutional) and the western parcel is guided Low Density Residential and zoned RSF- 2 (Single Family Residential 2). The site is located within the Metropolitan Urban Service Area (MUSA) in phase I of the sewer staging plan. The site is also subject to the Southeast District Plan and Design Guidelines. Figure 1-Zoning Map Page 2 of 13 Surrounding Properties All surrounding properties are located within the MUSA. The properties to the east (across CR 116) are guided Mixed Use, zoned DMU (Downtown Mixed Use) and are part of the future Town Center. The property to the south (across CR 10 is guided Commercial, zoned C-1 (Neighborhood Commercial) and developed with businesses. The property to the west/northwest is guided Low Density Residential, zoned Planned Unit Development (PUD) and developed as “Rush Creek Reserve.” The property to the north of the cemetery parcel is guided Medium Density Residential, zoned RMF-2 (Mixed Residential) and developed with single family homes. Natural Characteristics of the Site The wetland delineation shows two wetlands on the project parcel. The Natural Resources Inventory (NRI) map identifies a creek in the northeast corner of the eastern site (which is not proposed for development). The Parks and Trails map shows on-road trails planned on both County Road 10 and County Road 116. 4. Analysis A. Level of City Discretion in Decision Making The City’s discretion in approving or denying a site plan is limited to whether the proposal meets the performance standards outlined in the City Code. If It meets these standards, the City must approve the site plan. The City has a higher level of discretion with a variance because the burden of proof is on the applicant to show that the variance standards have been met. B. Consistency with Ordinance Standards Staff has reviewed the application for consistency with the Comprehensive Plan, Zoning Ordinance and City Code requirements, as well as City policies. The City Engineer’s comments are incorporated into this staff report and the detailed comments are included in the attached memo. Site Plan The site plan shows construction of a new 14,275 sq. ft. church with 102 parking stalls on the lot west of the existing church. The Church owns three pieces of property: 1. 20000 CR 10 (PID 23-119-23-44-0018) – the site of the existing church, cemetery and community center, 2. 20020 County Road 10 (PID 23-119-23-44-0015) – the site of an existing house and 3. Outlot H, Rush Creek Reserve Addition (PID 23-119-23-44-0019) – vacant land. Page 3 of 13 Figure 2 - Site Plan The survey shows the eastern to parcels as one parcel, but Hennepin County shows them as separate parcels. The ALTA survey still shows the eastern two parcels as a single parcel. The Bohlen survey must be updated to show the three separate parcels along with dimensions. This was noted in the concept plan review and has been included as a condition of approval. The Church has met with City staff several times over the years to discuss options for redeveloping the church site. Previous discussions included platting all three existing parcels as a single site with a phased development plan; however, the current plan simply develops the middle parcel. No platting is proposed. All existing parcels on the parcel planned for development with the new church will be removed. The western lot would remain undeveloped and the eastern lot would continue to be the site of the cemetery, community center and several accessory buildings. The existing church on the eastern parcel would be demolished once the new church is constructed. Churches are defined as “Places of Worship/Assembly” and are a permitted use in the PI (Public/Institutional) district. New development within this district will be allowed only Page 4 of 13 when a full range of municipal services and facilities are available to serve the area. The new church will connect to municipal sanitary sewer and water. Lot Standards and Building Setbacks The new facility is proposed on an existing 7.13-acre lot of record. The minimum lot size in the PI district is 10 acres, but Section 1030.010, Subd. 4 allows development of legal, non-conforming parcels, provided municipal sewer and water will be provided (when in the MUSA) and setback requirements can be met for the district. The development would need to comply with the P-I district standards shown in the table below: Required Proposed Building Setbacks Front, from major roadways 100 ft. 315 ft. Front, from all other streets 50 ft. N/A Side 50 ft. 156 ft (west) 91 ft (east) Rear 50 ft. 335 ft. Building Setbacks Front 100 ft. 114 ft. Side and Rear 10 ft. 10.2 ft. Maximum Principal Building Height 45 ft. 45 ft* Maximum impervious surface coverage** 70% 34.3% *Building height is measured at the mean distance of the highest gable on a pitched or hip roof. Height limits do not apply to church spires. The proposed new church would comply with the minimum setback requirements. The dimensions on the architectural drawings dated August 20, 2024 do comply with ordinance requirements; however, when the plans are scaled it appears to be a bit taller. The applicant will need to ensure compliance with the 45-foot maximum building height as part of the building permit application. Section 1030.080 of the Zoning Ordinance exempts belfries, church spires, cupolas and other items from the building height restrictions. The plans show a 70-foot tall belfry (bell tower), which complies with ordinance requirements. The parking does meet all setback requirements. However, those setbacks apply to parking and drive aisles. The drive aisle coming off of the northeast portion of the parking lot does not meet ordinance standards and the applicant is requesting 1) a variance from the 10-foot setback and 2) a variance to allow a gravel drive where paving is required. These variances are discussed later in the staff report. Page 5 of 13 Parking and Drive Aisles Section 1060 of the Zoning Ordinance establishes the minimum number of parking spaces required based on the number of seats in the facility. The plans show 102 parking spaces. This would meet the parking requirements for a place of worship/assembly with 408 seats. The final parking calculation would be confirmed with the building permit application. The applicant has indicated that they will allow the lease on the parking area south of County Road 10 to expire once the new church and parking lot is constructed. The Church will also eliminate the crosswalk from the parking lot south of County Road 10 (as noted on Sheet C200). Removal of the crosswalk should be coordinated with Hennepin County. Landscape islands and pedestrian access routes are provided in the parking lot. Buildings/Architecture The applicant has submitted the same conceptual renderings reviewed with the concept plan, which show a brick building with cut or cast stone accents. It is staff’s understanding that the church is still working to finalize the design, which must be approved by the diocese. Building design must comply with Section 1060.050, Subd. 1(C) which provides standards for buildings in non-residential zoning districts. The concept plan appears to comply but final plans must be reviewed and approved for compliance prior to issuance of a building permit. Lighting Parking lot and building lighting comply with the standards in Section 1060.060. Light fixtures show the required cut off and freestanding poles are proposed at 25 feet high. No building lighting is shown. We expect that building lighting will be provided. Details must be provided prior to issuance of building permit to ensure compliance with ordinance standards. Figure 3 - Conceptual Building Elevations Page 6 of 13 Signage It appears that a new monument sign is proposed near the new church driveway. Sheet C700 says “Proposed Monument Sign, See Architectural Plans”, but the architectural plans do not provide any details. Section 84.05 of the City Code allows one freestanding sign up to 64 sq. ft. However, when the existing church is demolished, the existing freestanding sign on that parcel must be removed as required by Chapter 84 as off-site sign are not permitted. Signs may only be permitted on the parcel where the use is located. Staff has included this as a condition of approval. Landscaping The site is subject to the landscape standards in Section 1060.070 which requires the following: - One overstory tree per 1,000 sq. ft. of gross building floor area or one tree per 50 lineal ft. of site perimeter, whichever is greater. - One understory shrub for each 300 sq. ft. of building or one tree per 30 lineal ft. of site perimeter, whichever is greater. The applicant’s plan show that the required minimum of 48 overstory trees and 79 shrubs are provided to meet the base landscape requirements. Section 1060.060 requires that parking areas with four or more stalls shall be screened from properties guided or zoned residential and from public streets. Screening to a height of at least three ft. shall be provided to screen vehicle headlights. The plan does show compliance on the south side of the parking lot but not on the west side where parking is located. Shrubs must be planted to provide the required screening for the residential property to the west. Underground irrigation with rain sensors is required with all new non-residential development. This irrigation plan on Sheet L200 must be updated to ensure compliance with the rain sensor requirements. The landscape sheets shall be updated to include the City of Corcoran landscape detail sheets. Figure 4-Landscape Plan Page 7 of 13 Buffer Yard In addition to the landscaping requirements noted above, Section 1060.070, Subd. 2.J.1 requires buffer yards to be provided in perpetuity. Easements shall be required over the buffer yard to protect them in perpetuity. The Code requires the developer to provide: 1. a Buffer Yard C on the west because the adjacent church parcel is zoned RSF-2 and 2. a Buffer Yard D on the north because that parcel is zoned UR. No buffer yard is required on the east or south. These required buffer plantings are in addition to the base landscape requirements. The applicant has attempted to provide the C buffer yard on the west, which requires a 40 foot permanent easement with a minimum of 3 overstory plantings, 4 understory plantings and 18 shrubs or tall native plantings per 100 feet of distance. This lot line is 778 feet wide which requires 23 overstory plantings, 31 understory trees and 140 shrubs or native plantings in that permanent easement. The calculations on landscape plan (Sheet L100) do not meet these minimum requirements. The applicant has attempted to provide the D buffer yard on the north, which requires a 40 foot permanent easement with a minimum of 8 overstory plantings, 12 understory plantings and 24 shrubs or tall native plantings per 100 feet of distance. This lot line is 397 feet wide which requires 32 overstory trees, 48 understory trees and 95 shrubs or native plantings in that permanent easement. The calculations on landscape plan (Sheet L100) do not meet these minimum requirements. Staff has included a condition that the formulas on the landscape plan be updated dimension the lot lines to show compliance with ordinance standards. The buffer yard on the west has buffer landscape gaps where the wetland and wetland buffer encroach into the buffer yard. The Code allows the City Council to deem “wetlands, lakes, rivers and streams” as an acceptable means of Figure 5 - Zoning Buffer Yard Figure 6 - Landscape plan Page 8 of 13 transitioning. However, there are areas north and south of the wetlands where the buffering requirement is not met. Staff supports the finding that the wetland/wetland buffer areas be accepted as buffer yard without additional plantings. The buffer yard on the north does not meet the ordinance standards. The applicant has provided ornamental grasses in the permanent buffer area, but the required trees are planted 50-60 feet south of that easement. This does not meet ordinance requirements. The plans note that the trees are planted there to avoid the existing overhead powerline easement but trees are planted in the easement area on the west property line where overhead lines will be relocated. The plans must be revised to comply with the landscape buffer yard standards in Section 1060.070 of the Code except that the wetland and wetland buffer areas may be exempted from the planting requirements. Parks and Trails Because the applicant is not platting the property, no park dedication is required. The Parks and Trails Plan map from the Comprehensive Plan identifies a proposed off- road trail along County Road 10. The trail would be built by the County in future when the road is improved. Access/Streets The parcel has access onto County Road 10 (A Minor Connector). The survey shows County Road 10 as a 66-foot wide right-of-way adjacent to this lot. The Southeast guidelines anticipate a 60-foot half right-of-way for County Road 10, but as part of the Rush Creek Reserve development to the west, the County required a 50-foot half right- of-way. The applicant is choosing not to plat the land to combine the three parcels into one; therefore, additional right-of-way is not required to be dedicated at this time. Hennepin County provided informal comments, which are attached to this report, but no other comments were received. They will require that the new church access align with Commerce Street and note that a mill and overlay is tentatively scheduled on County Road 10 in 2027. A right turn lane on County Road 10 is shown on the plans. The attached engineer’s memo provides additional comments on this plan. A feasibility study was completed and is attached. Utilities The site is located within the MUSA boundary and will be served by sewer and water. The applicant will be responsible for extending utilities to serve the site. The sewer will Page 9 of 13 connect across the west lot and connect to the City lift station. Water will connect in the same area. The plans show that the new church will connect to municipal sewer and water, but the community center on the east lot will continue to use well and septic as that lot is not part of the development proposal. An overhead powerline runs east-west through the site and will be relocated to the west and north property lines accommodate the proposed structure. The applicant must coordinate with the City and the power company on the relocation. Appendix A of the Zoning Ordinance and Section 1030.090, Subd. 6 of the Zoning Ordinance require that new utilities be placed underground and compatible utilities be placed in a common trench. Stormwater As part of the development review plan, the applicant would be required to comply with state, watershed and local stormwater standards. The plans show two stormwater ponds on the lot. Public Safety The Public Safety Committee has provided comments that must be addressed. The comments are attached to the report. Variances Curb Cut Variance The applicant’s narrative requests a variance to allow a 55-foot curb cut where a maximum of 32 feet is allowed. The site plan shows one dedicated right turn lane, a center through/left turn lane and an entrance drive. The burden of proof is on the applicant to show that all of the following criteria have been met. Cities have limits on the number of curb cuts onto public streets and the width of these curb cuts (or driveways) for a variety of reasons, but the primary reason is public safety. The City manages the size of the curb cuts to ensure limited access points that are clearly demarcated so that it is clear to motorists and pedestrians where the access (i.e. conflict point) is located. The City Code adopts the City Engineering Design Standards by reference. This document limits residential driveway widths (i.e. curb cuts) to a maximum width of 25 feet and commercial/industrial curb cuts to a maximum width of 32 feet. However, in this case, the curb cut is on the County Road and Hennepin County has the authority to allow the wider curb cut or require it to be narrowed. The City has no jurisdiction on this issue. The County did not address this issue as part of their informal Page 10 of 13 comments on the Concept Plan (email dated February 13, 2025) and while the formal application was shared with the County, they did not provide formal comments. The location of the curb cut and the width must be approved by Hennepin County. Variance from Drive Aisle Setback The applicant has requested a variance from the requirement in Section 1060.060 Subd. 4 of the Zoning Ordinance which requires all parking and drive aisles to be a minimum of 10 feet from side and rear lot lines. The applicant is proposing a 13-foot wide drive aisle off the northeast corner of the parking lot that will cross over onto the eastern lot. The variance is to allow a zero setback where 10 feet is required. 1. There are practical difficulties in complying with the zoning ordinance. Hennepin County will require that the existing access to the cemetery be removed from County Road 10 as part of the development project. There is access to the cemetery from County Road 116 and from the church community room parking lot on the lot to the east. The City may find that the driveway connection is necessary to provide a connection between the church and the cemetery and requiring users to exit the church property on County Road 10 and travel to the cemetery access on County Road 116 is a practical difficulty. Alternatively, the City could find that there is no practical difficulty and the need for the variance would be eliminated if the two parcels were combined. 2. That the conditions upon which a petition for a variation is based are unique to the parcel of land for which the variance is sought and were not created by the landowner. The conditions upon which the petition is based is unique to this property. The church owns three parcels and the church and cemetery activities are inter- related despite being on separate parcels. The drive aisle crossing the property line and creating a zero setback is unique because staff and volunteers will need to be able to move from the church to the cemetery on a regular basis and requiring them to exit the site and travel on County Road 10 and County Road 116 to do so would be burdensome and create unnecessary travel on the county roads. Alternatively, the City could find that there is no unique circumstance and the need for the variance would be eliminated if the two parcels were combined. 3. That the granting of the variation will not alter the essential character of the locality. Page 11 of 13 The granting of the variation will not alter the essential character of the locality. The two parcels function together today and would continue to operate in a similar manner if the variance is approved. 4. The proposed variance would be in harmony with the general purposes and intent of the ordinance. The variance will be in harmony with the general purpose and intent of the PI district, which is to provide for the establishment these types of uses. 5. The variance is consistent with the Comprehensive Plan. The variance would allow for the development of the site in a manner that is consistent with the commercial uses anticipated in the Comprehensive Plan. 6. The City may impose conditions on the variance to address the impact of the variance. The City could add conditions to the variance to mitigate the impact of the variance. The City could require that the drive aisle be paved on the site that is being developed as required for new development in the City. Variance for Gravel Drive The applicant has requested a variance from the requirement in Section 1060.060 Subd. 3 of the Zoning Ordinance which requires shall be surfaced with asphalt, concrete, or other surface as approved by the City Engineer in order to have a 13-foot wide gravel drive. 1. There are practical difficulties in complying with the zoning ordinance. The gravel drive is approximately 60 feet long between the parking lot and the east lot line where it will be extended to connect with the existing gravel drive on the parcel to the east. Requiring this short segment of the drive aisle to be paved would make maintenance of the drive aisle more expensive. Alternatively, the City could find that there is no practical difficulty and drive aisle could be paved on this lot and connect to drive aisle on the east lot and that the variance request simply moves the transition between paved and gravel areas from the parking lot to the lot line. Page 12 of 13 2. That the conditions upon which a petition for a variation is based are unique to the parcel of land for which the variance is sought and were not created by the landowner. The conditions upon which the petition is based is unique to this property. The church owns three parcels and the church and cemetery activities are inter- related despite being on separate parcels. The drive aisle crossing the property line is unique because staff and volunteers will need to be able to move from the church to the cemetery on a regular basis and having that drive aisle partially paved and partially gravel would make maintenance difficult. Alternatively, the City could find that there is no unique circumstance and that the paved drive aisle on this site could connect to the gravel portion on the adjacent lot. 3. That the granting of the variation will not alter the essential character of the locality. The granting of the variation will not alter the essential character of the locality. The drive aisle from County Road 10 to the cemetery is gravel today and this change will eliminate the access onto County Road 10 and shorten the portion of gravel drive on site. 4. The proposed variance would be in harmony with the general purposes and intent of the ordinance. The variance will be in harmony with the general purpose and intent of the PI district, which is to provide for the establishment these types of uses. 5. The variance is consistent with the Comprehensive Plan. The variance would allow for the development of the site in a manner that is consistent with the commercial uses anticipated in the Comprehensive Plan. 6. The City may impose conditions on the variance to address the impact of the variance. The City could add conditions to the variance to mitigate the impact of the variance. The City could require that the drive aisle be paved on the site that is being developed as required for new development in the City. Page 13 of 13 5. Recommendation Staff recommends that the Planning Commission recommend approval of one of the following: a. If the Planning Commission finds that the ordinance standards have been met, they should recommend approval draft resolution approving the Site Plan and approving the variance for driveway setback and driveway materials (option 1) b. If the Planning Commission finds that the ordinance standards have been met for the site plan but not for the two variances, they should recommend approval of the draft resolution approving the Site Plan and denying the variance for driveway setback and driveway materials (option 2) c. The Planning Commission finds that one but not both of the variances meet ordinance standards, they could modify the draft resolution conditions to reflect those findings. Attachments 1. Draft Resolution approving site plan and approving variances (option 1) 2. Draft Resolution approving site plan and denying variances (option 2) 3. Site Location Map 4. Narrative dated January 30, 2025 5. Applicant variance request dated March 28, 2025 6. Feasibility Study dated April 11, 2025 7. City Engineer Memo dated April 21, 2025 8. City Engineer Stormwater memo dated April 18, 2025 9. Public Safety Memos dated January 8, 2025 and April 9, 2025 10. Hennepin County email dated February 13, 2025 11. Civil and Landscape Plans dated March 10, 2025 12. Lighting Plan dated March 11, 2025 13. Architectural plans dated May 6, 2024 City of Corcoran May xx, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025-XX Page 1 of 6 Motion By: Seconded By: APPROVAL OF A SITE PLAN AND TWO VARIANCES ST. THOMAS THE APOSTLE CATHOLIC CHURCH AT 20020 COUNTY ROAD 10 (PID 23-119-23-44-0015) (CITY FILE NO. 24-045) WHEREAS, St. Thomas the Apostle Catholic Church (“the applicant”) is requesting approval of a site plan to allow construction of a new place of worship/assembly and two variances on property legally described as follows: See Attachment A WHEREAS, the Planning Commission has reviewed the site plan and variances at a duly called public meeting. NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF CORCORAN, MINNESOTA, that it should and hereby does approve the request, subject to the following findings and conditions: 1. A site plan is approved to allow for the construction of a 14,275 sq. ft. church as shown on application and plans received by the City on January 17, 2025, additional information received on March 10, 2025, March 28, 2025 and April 23, 2025, except as amended by this resolution. 2. The variance for a 0-foot drive aisle setback where 10 feet is required by1060.060 Subd. 4 of the Zoning Ordinance is approved based on the following findings: a. There are practical difficulties in complying with the zoning ordinance. Hennepin County will require that the existing access to the cemetery be removed from County Road 10 as part of the development project. There is access to the cemetery from County Road 116 and from the church community room parking lot on the lot to the east. The City may find that the driveway connection is necessary to provide a connection between the church and the cemetery and requiring users to exit the church property on County Road 10 and travel to the cemetery access on County Road 116 is a practical difficulty. b. That the conditions upon which a petition for a variation is based are unique to the parcel of land for which the variance is sought and were not created by the landowner. The drive aisle crossing the property line and creating a zero setback is unique because staff and volunteers will need to be able to move from the church to the cemetery on a regular basis and requiring them to exit the site and travel on County Road 10 and County Road 116 to do so would be burdensome and create unnecessary travel on the county roads. c. The granting of the variation will not alter the essential character of the locality. The two parcels function together today and would continue to operate in a similar manner if the variance is approved. City of Corcoran May xx, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025-XX Page 2 of 6 d. The variance will be in harmony with the general purpose and intent of the PI district, which is to provide for the establishment these types of uses. e. The variance would allow for the development of the site in a manner that is consistent with the commercial uses anticipated in the Comprehensive Plan. 3. The variance for a for a gravel drive where asphalt or concrete is required by Section 1060.060 Subd. 3 of the Zoning Ordinance is approved based on the following findings: a. There are practical difficulties in complying with the zoning ordinance. The gravel drive is approximately 60 feet long between the parking lot and the east lot line where it will be extended to connect with the existing gravel drive on the parcel to the east. Requiring this short segment of the drive aisle to be paved would make maintenance of the drive aisle more expensive. b. That the conditions upon which a petition for a variation is based are unique to the parcel of land for which the variance is sought and were not created by the landowner. The church owns three parcels and the church and cemetery activities are inter-related despite being on separate parcels. The drive aisle crossing the property line is unique because staff and volunteers will need to be able to move from the church to the cemetery on a regular basis and having that drive aisle partially paved and partially gravel would make maintenance difficult. c. The granting of the variation will not alter the essential character of the locality. The drive aisle from County Road 10 to the cemetery is gravel today and this change will eliminate the access onto County Road 10 and shorten the portion of gravel drive on site. d. The variance will be in harmony with the general purpose and intent of the PI district, which is to provide for the establishment these types of uses. e. The variance would allow for the development of the site in a manner that is consistent with the commercial uses anticipated in the Comprehensive Plan. 4. A demolition permit is required prior to removal of any existing buildings. 5. A building permit is required prior to beginning construction. 6. All signage shall comply with the standards in Chapter 84 of the City Code. a. The existing church sign at 20000 County Road 10 (PID 23-119-23-44-0018) must be removed when the existing church is removed from that site. b. A sign permit will be required for new signage for the new church at 20020 County Road 10. c. The site plan shall be updated to show compliance with sign setback requirements. 7. The applicant must comply with all conditions in the City Engineer’s memo dated April 21, 2025. City of Corcoran May xx, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025-XX Page 3 of 6 8. The applicant must comply with all conditions in the City Engineer’s stormwater memo dated April 18, 2025. 9. The applicant must comply with all conditions in the feasibility study dated April 11, 2025. 10. The applicant must comply with the Public Safety Plan Review comments dated January 8, 2025 and April 9, 2025. 11. The applicant must comply with the Hennepin County email dated February 13, 2025 and must coordinate with Hennepin County on access permits and removal of the crosswalk. 12. The trash enclosure materials shall be consistent with the principal building. The plans shall be updated to provide material details. 13. Mechanical equipment must be fully screened from view in a way that is integral to the architecture of the building. This equipment may not be located in the front yard. The plans must be revised to show compliance. 14. A revised landscape plan shall be submitted to show the following as required by Section 1060.070 of the Zoning Ordinance: a. Landscaping on the west side of the parking lot must be revised to provide shrub landscaping along the length of the parking area to screen vehicle headlights to a height of at least 3 feet. b. Provide City of Corcoran Landscape details. c. Underground irrigation with rain sensors must be provided. Plan sheet L200 must be updated. d. The buffer yards on the north (Buffer yard D) and west (Buffer yard C) must be updated to comply with the standards Section 160.070, Subd. 2.J.1 of the Zoning Ordinance except that the wetland and wetland buffer areas may be exempted from the planting requirements. i. The buffer yard calculations on Sheet L100 must be updated to show compliance with the minimum calculations. ii. The affected lot line dimensions must be shown on the plan. 15. The applicant must submit final building plans for City review. The plans must include material details, including colors, and building heights must be dimensioned to ensure compliance with Zoning Ordinance standards. 16. A final lighting plan for all building lighting must be submitted for review to ensure compliance with Section 1060.060 of the Zoning Ordinance. 17. Section 1030.090, Subd. 6 and Appendix A of the Zoning Ordinance require that new or relocated utilities be placed underground. The applicant shall work with the City and Wright Hennepin Electric to facilitate this change with the relocation of the overhead lines. City of Corcoran May xx, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025-XX Page 4 of 6 18. Easements over the wetlands and buffers are required. Exhibits and easement legal descriptions must be provided to the City. 19. Easements over the stormwater ponds are required. Exhibits and easement legal descriptions must be provided to the City. 20. A stormwater management agreement must be executed and recorded. 21. A building permit is required prior to beginning construction. 22. FURTHER, that the following conditions be met prior to issuance of building permits: a. The applicant shall submit any and all necessary permits to the watershed and receive approval and shall provide proof of permits to the City. b. The developer shall enter into a site improvement agreement and submit a financial guarantee for the proposed work as outlined in Section 1070.050, Subd. 9 of the Zoning Ordinance. c. A complete set of revised plans shall be submitted showing compliance with the approval conditions in this resolution. d. The applicant must record the approving resolution and associated documents at Hennepin County and provide proof of recording to the City. 23. FURTHER, that the following conditions must be met prior to release of remaining escrow: a. Any request for the City to inspect the required landscaping in order to reduce financial guarantees must be accompanied by recertification/verification of field inspection by the project Landscape Architect. A letter signed by the project Landscape Architect verifying plantings (including wetland and pond buffers) have been correctly installed in compliance with the plans and specifications will suffice. b. Any request for the City to inspect the required pond and wetland buffers in order to reduce financial guarantees must be accompanied by a recertification/verification of field inspection by the project Landscape Architect. A letter signed by the Landscape Architect verifying buffers have been correctly seeded in compliance with the plans and specifications will suffice. 24. Approval shall expire within one year of the date of approval unless the applicant commences the authorized use and completes the required improvements. 25. Facilities and equipment shall be removed within six months of becoming unnecessary or obsolete. 26. If trees marked for preservation are removed during construction, the applicant shall be required to provide an equivalent caliper inch replacement for the lost trees. City of Corcoran May xx, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025-XX Page 5 of 6 VOTING AYE VOTING NAY McKee, Tom McKee, Tom Friedrich, Michelle Friedrich, Michelle Lanterman, Mark Lanterman, Mark Nichols, Jeremy Nichols, Jeremy Vehrenkamp, Dean Vehrenkamp, Dean Whereupon, said Resolution is hereby declared adopted on this xx day of May 2025. ________________________________ Tom McKee - Mayor ATTEST: ____________________________________ City Seal Debra Johnson – City Clerk City of Corcoran May xx, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025-XX Page 6 of 6 Attachment A – Legal Description The South forty-eight (48) rods of the East sixty (60) rods of the Southeast Quarter (SE 1/4) of Section Twenty-three (23), Township One Hundred Nineteen (119), Range Twenty-three (23), according to the government survey thereof, Hennepin County, Minnesota, except the following: a. The South one hundred sixty-five (165) feet of the East two hundred sixty-four (264) feet thereof. b. That part described as follows: Beginning at a point in the East line of said Southeast Quarter (SE 1/4), seven hundred seventy-five (775) feet North of the Southeast corner thereof; thence West at right angles to the East line of said Southeast Quarter (SE 1/4), two hundred sixty-four (264) feet; thence North at right angles to the North line of said South forty-eight (48) rods, thence East along the North line of said South forty-eight (48) rods, to the East line of said Southeast Quarter (SE 1/4), thence South along said East line to point of beginning. c. Beginning at a point in the South line of said Southeast Quarter (SE 1/4), which point is two hundred sixty-four (264) feet West of the Southeast corner of said Southeast Quarter (SE 1/4); thence North at right angles three hundred ninety-six (396) feet; thence West at right angles three hundred thirty (330) feet; thence South at right angles three hundred ninety-six (396) feet to the South line of said Southeast Quarter (SE 1/4); thence East along said South line to point of beginning. d. The West 20 rods of the East 36 rods of the North 24 rods of the South 48 rods of the Southeast Quarter (SE 1/4) of Section 23, Township 119, Range 23. And e. That part of the East 264 feet of the Southeast Quarter (SE 1/4) of Section 23, Township 119, Range 23, lying North of the South 165 feet thereof, and lying South of a line drawn West at right angles to the East line of Said Southeast Quarter from a point on said East line a distance of 775 feet North as measured along said East line from the Southeast corner of said Southeast Quarter of Section 23, Township 119, Range 23. As evidenced by Warranty Deed filed June 2, 1998 as Document No. 6906556. Abstract Property City of Corcoran May xx, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025-XX Page 1 of 6 Motion By: Seconded By: APPROVAL OF A SITE PLAN AND DENIAL OF THE TWO VARIANCES ST. THOMAS THE APOSTLE CATHOLIC CHURCH AT 20020 COUNTY ROAD 10 (PID 23-119-23-44-0015) (CITY FILE NO. 24-045) WHEREAS, St. Thomas the Apostle Catholic Church (“the applicant”) is requesting approval of a site plan to allow construction of a new place of worship/assembly and two variances on property legally described as follows: See Attachment A WHEREAS, the Planning Commission has reviewed the site plan and variances at a duly called public meeting. NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF CORCORAN, MINNESOTA, that it should and hereby does approve the request, subject to the following findings and conditions: 1. A site plan is approved to allow for the construction of a 14,275 sq. ft. church as shown on application and plans received by the City on January 17, 2025, additional information received on March 10, 2025, March 28, 2025 and April 23, 2025, except as amended by this resolution. 2. The variance for a 0-foot drive aisle setback where 10 feet is required by1060.060 Subd. 4 of the Zoning Ordinance is denied based on the following findings: a. There is no practical difficulty and the need for the variance would be eliminated if the two parcels were combined. b. That the conditions upon which a petition for a variation is based are not unique to the parcel of land for which the variance is sought and were created by the landowner. The parcels are owned by the same entity and could be combined, which would eliminate the need for the variance. c. The granting of the variation will not alter the essential character of the locality. The two parcels function together today and would continue to operate in a similar manner if the variance is approved. d. The variance will be in harmony with the general purpose and intent of the PI district, which is to provide for the establishment these types of uses. e. The variance would allow for the development of the site in a manner that is consistent with the commercial uses anticipated in the Comprehensive Plan. 3. The variance for a for a gravel drive where asphalt or concrete is required by Section 1060.060 Subd. 3 of the Zoning Ordinance is denied based on the following findings: City of Corcoran May xx, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025-XX Page 2 of 6 a. There is no practical difficulty. The drive aisle could be paved on this lot and connect to drive aisle on the east lot. The variance request simply moves the transition between paved and gravel areas from the parking lot to the lot line. b. That the conditions upon which a petition for a variation is based are not unique to the parcel of land for which the variance is sought and were created by the landowner. The church owns three parcels and the parcels could be combined and the connecting drive aisle paved as required by the Zoning Ordinance. c. The granting of the variation will not alter the essential character of the locality. The drive aisle from County Road 10 to the cemetery is gravel today and this change will eliminate the access onto County Road 10 and shorten the portion of gravel drive on site. d. The variance will be in harmony with the general purpose and intent of the PI district, which is to provide for the establishment these types of uses. e. The variance would allow for the development of the site in a manner that is consistent with the commercial uses anticipated in the Comprehensive Plan. 4. A demolition permit is required prior to removal of any existing buildings. 5. A building permit is required prior to beginning construction. 6. All signage shall comply with the standards in Chapter 84 of the City Code. a. The existing church sign at 20000 County Road 10 (PID 23-119-23-44-0018) must be removed when the existing church is removed from that site. b. A sign permit will be required for new signage for the new church at 20020 County Road 10. c. The site plan shall be updated to show compliance with sign setback requirements. 7. The applicant must comply with all conditions in the City Engineer’s memo dated April 21, 2025. 8. The applicant must comply with all conditions in the City Engineer’s stormwater memo dated April 18, 2025. 9. The applicant must comply with all conditions in the feasibility study dated April 11, 2025. 10. The applicant must comply with the Public Safety Plan Review comments dated January 8, 2025 and April 9, 2025. 11. The applicant must comply with the Hennepin County email dated February 13, 2025 and must coordinate with Hennepin County on access permits and removal of the crosswalk. City of Corcoran May xx, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025-XX Page 3 of 6 12. The trash enclosure materials shall be consistent with the principal building. The plans shall be updated to provide material details. 13. Mechanical equipment must be fully screened from view in a way that is integral to the architecture of the building. This equipment may not be located in the front yard. The plans must be revised to show compliance. 14. A revised landscape plan shall be submitted to show the following as required by Section 1060.070 of the Zoning Ordinance: a. Landscaping on the west side of the parking lot must be revised to provide shrub landscaping along the length of the parking area to screen vehicle headlights to a height of at least 3 feet. b. Provide City of Corcoran Landscape details. c. Underground irrigation with rain sensors must be provided. Plan sheet L200 must be updated. d. The buffer yards on the north (Buffer yard D) and west (Buffer yard C) must be updated to comply with the standards Section 160.070, Subd. 2.J.1 of the Zoning Ordinance except that the wetland and wetland buffer areas may be exempted from the planting requirements. i. The buffer yard calculations on Sheet L100 must be updated to show compliance with the minimum calculations. ii. The affected lot line dimensions must be shown on the plan. 15. The applicant must submit final building plans for City review. The plans must include material details, including colors, and building heights must be dimensioned to ensure compliance with Zoning Ordinance standards. 16. A final lighting plan for all building lighting must be submitted for review to ensure compliance with Section 1060.060 of the Zoning Ordinance. 17. Section 1030.090, Subd. 6 and Appendix A of the Zoning Ordinance require that new or relocated utilities be placed underground. The applicant shall work with the City and Wright Hennepin Electric to facilitate this change with the relocation of the overhead lines. 18. Easements over the wetlands and buffers are required. Exhibits and easement legal descriptions must be provided to the City. 19. Easements over the stormwater ponds are required. Exhibits and easement legal descriptions must be provided to the City. 20. A stormwater management agreement must be executed and recorded. 21. A building permit is required prior to beginning construction. 22. FURTHER, that the following conditions be met prior to issuance of building permits: City of Corcoran May xx, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025-XX Page 4 of 6 a. The applicant shall submit any and all necessary permits to the watershed and receive approval and shall provide proof of permits to the City. b. The developer shall enter into a site improvement agreement and submit a financial guarantee for the proposed work as outlined in Section 1070.050, Subd. 9 of the Zoning Ordinance. c. A complete set of revised plans shall be submitted showing compliance with the approval conditions in this resolution. d. The applicant must record the approving resolution and associated documents at Hennepin County and provide proof of recording to the City. 23. FURTHER, that the following conditions must be met prior to release of remaining escrow: a. Any request for the City to inspect the required landscaping in order to reduce financial guarantees must be accompanied by recertification/verification of field inspection by the project Landscape Architect. A letter signed by the project Landscape Architect verifying plantings (including wetland and pond buffers) have been correctly installed in compliance with the plans and specifications will suffice. b. Any request for the City to inspect the required pond and wetland buffers in order to reduce financial guarantees must be accompanied by a recertification/verification of field inspection by the project Landscape Architect. A letter signed by the Landscape Architect verifying buffers have been correctly seeded in compliance with the plans and specifications will suffice. 24. Approval shall expire within one year of the date of approval unless the applicant commences the authorized use and completes the required improvements. 25. Facilities and equipment shall be removed within six months of becoming unnecessary or obsolete. 26. If trees marked for preservation are removed during construction, the applicant shall be required to provide an equivalent caliper inch replacement for the lost trees. VOTING AYE VOTING NAY McKee, Tom McKee, Tom Friedrich, Michelle Friedrich, Michelle Lanterman, Mark Lanterman, Mark Nichols, Jeremy Nichols, Jeremy Vehrenkamp, Dean Vehrenkamp, Dean City of Corcoran May xx, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025-XX Page 5 of 6 Whereupon, said Resolution is hereby declared adopted on this xx day of May 2025. ________________________________ Tom McKee - Mayor ATTEST: ____________________________________ City Seal Debra Johnson – City Clerk City of Corcoran May xx, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025-XX Page 6 of 6 Attachment A – Legal Description The South forty-eight (48) rods of the East sixty (60) rods of the Southeast Quarter (SE 1/4) of Section Twenty-three (23), Township One Hundred Nineteen (119), Range Twenty-three (23), according to the government survey thereof, Hennepin County, Minnesota, except the following: a. The South one hundred sixty-five (165) feet of the East two hundred sixty-four (264) feet thereof. b. That part described as follows: Beginning at a point in the East line of said Southeast Quarter (SE 1/4), seven hundred seventy-five (775) feet North of the Southeast corner thereof; thence West at right angles to the East line of said Southeast Quarter (SE 1/4), two hundred sixty-four (264) feet; thence North at right angles to the North line of said South forty-eight (48) rods, thence East along the North line of said South forty-eight (48) rods, to the East line of said Southeast Quarter (SE 1/4), thence South along said East line to point of beginning. c. Beginning at a point in the South line of said Southeast Quarter (SE 1/4), which point is two hundred sixty-four (264) feet West of the Southeast corner of said Southeast Quarter (SE 1/4); thence North at right angles three hundred ninety-six (396) feet; thence West at right angles three hundred thirty (330) feet; thence South at right angles three hundred ninety-six (396) feet to the South line of said Southeast Quarter (SE 1/4); thence East along said South line to point of beginning. d. The West 20 rods of the East 36 rods of the North 24 rods of the South 48 rods of the Southeast Quarter (SE 1/4) of Section 23, Township 119, Range 23. And e. That part of the East 264 feet of the Southeast Quarter (SE 1/4) of Section 23, Township 119, Range 23, lying North of the South 165 feet thereof, and lying South of a line drawn West at right angles to the East line of Said Southeast Quarter from a point on said East line a distance of 775 feet North as measured along said East line from the Southeast corner of said Southeast Quarter of Section 23, Township 119, Range 23. As evidenced by Warranty Deed filed June 2, 1998 as Document No. 6906556. Abstract Property Hennepin County Property Map Date: 2/15/2025 Comments:PARCEL ID: 2311923440015 OWNER NAME: St Thomas The Apostle Church PARCEL ADDRESS: 20020 Co Rd No 10,Corcoran MN 55340 PARCEL AREA: 7.13 acres, 310,550 sq ft A-T-B: Abstract SALE PRICE: $200,000 SALE DATE: 03/1998 SALE CODE: Excluded From Ratio Studies ASSESSED 2023, PAYABLE 2024 PROPERTY TYPE: Residential HOMESTEAD: Non-Homestead MARKET VALUE: $0 TAX TOTAL: $0.00 ASSESSED 2024, PAYABLE 2025 PROPERTY TYPE: Residential HOMESTEAD: Non-Homestead MARKET VALUE: $0 This data (i) is furnished 'AS IS' with no representation as to completeness or accuracy; (ii) is furnished with no warranty of any kind; and (iii) is not suitable for legal, engineering or surveying purposes. Hennepin County shall not be liable for any damage, injury or loss resulting from this data. COPYRIGHT © HENNEPIN COUNTY 2025 1:4,800 kimley-horn.com 767 Eustis Street, Suite 100, St. Paul, MN 55114 651-645-4197 MEMORANDUM To:City of Corcoran From:Michael Brandt, PE Kimley-Horn and Associates, Inc. Date: 1/30/2025 St Thomas of the Apostle Church is proposing to develop the property located at 20020 County Road 10, near the intersection of Commerce Street. The existing Church has outlived its useful life, is undersized, and poses significant safety issues. These issues include undesirable parking to where parishioners must cross County Road 10, a non-accessible path from the parking to the Church, as well as structural issues with the existing facility. The intent of the proposed Church is to alleviate these concerns and create a safer, larger Church for its parishioners. The total property area is 7.13 acres. The proposed development consists of a new church building, associated parking, utilities, and stormwater detention ponds. The purpose of the attached Overall Concept Site Plan is to illustrate what features of the existing St Thomas of the Apostle Church will remain once the proposed Church and features are built. During construction of the proposed Church and features, the following features will be removed: - The existing overhead powerline will be re-routed - The existing driveway access to the picnic shelter and cemetery will be removed Once the proposed church and parking lot is operational, the following features will be removed: - Existing Church will be removed - Existing parking area across County Road 10 will no longer be utilized for Church parking The following features will remain for the foreseeable future: - Existing Hall and playground on the eastern side of the property - Existing house and access on the southeast side of the property - Existing picnic shelters and storage building. - Existing cemetery and trail - Existing septic and well located in the northeast part of the property that serves the existing Hall Sincerely, Michael Brandt, Project Manager kimley-horn.com 600 North Pine Island Road | Suite 450, Plantation, FL 33324 954 535 5100 March 28, 2025 Kendra Lindahl, AICP 8200 County Rd 116 Corcoran, MN 55340 RE:Site Plan Variances for “St. Thomas” (PID 23-119-23-440-015) (City File 24-045) The purpose of this letter is to provide satisfactory responses to the City of Corcoran’s variance request application. As part of the St. Thomas the Apostle church projects, a variance will be requested for additional widening at the driveway connection on Co. Rd. No. 10 from 32 ft to 55.5 ft as shown on the plans. An additional variance is being requested to allow a driveway access from the NE corner of the parking lot to access the cemetery. As part of this application, we have included the signed land use application and understand the fees have been paid to the city by the client. The site plan and parking lot layout all conform to the zoning ordinance for parking stalls required for a church of this size and the setbacks as outlined in the zoning ordinance. In land use P-1 a church is an allowed use, so there is no change in the zoning of the property. The project adheres to the 2040 comprehensive plan that guides the site for a church use. The first variance request is for additional driveway width onto County Road 10 to allow for one inbound lane, a dedicated right turn lane, and a straight and left turn lane combination out of the parking lot. KH has designed the parking lot to allow for adequate stacking of the vehicles but feel the additional driveway width will provide for less congestion and a safer parking lot for people to operate from. A church use is different than residential or commercial uses when it comes to traffic patterns. A church service starts and ends at the same time, yet people coming to the service seem to be staggered in their timing. Leaving the service, everyone is in a rush to get home or go somewhere else. To minimize the parking lot confusion, the added lane allows for the members to exit out of the parling lot to the west more freely and allows for east bound vehicles to have their own stacking lane. The second variance is to allow a gravel drive connection to the cart path in the cemetery from the parking lot. Hennepin county will require the access from County Road 10 to the cemetery to be removed with the new access point into the parking lot. This connection to the cemetery will only be used for funerals and visitor access to the cemetery. This access would not be used as a through street or connection to County Road 116 through the cemetery, as the condition of the path and the width of the path do not promote traffic through the cemetery. It is important to note the two parcels that are connected are owned by the same entity and will continue to be in the future as the cemetery nor the church would be sold individually. Kimley-Horn and the owner believe these variances requested do not impede on the other properties in the area and meet the standards for granting such a variance by the City of Corcoran. These variance requests are not detrimental to any properties. We have attached copies of the site and development plans, and a PDF of development plans has been sent via email to staff as well. Page 2 kimley-horn.com 600 North Pine Island Road, Suite 450, Plantation, FL 33324 954 535 5100 Please contact me at (763) 360-0473 or mike.brandt@kimley-horn.com should you have any further comments. Sincerely, Michael Brandt, P.E. CC: Matt Walsh, P.E. Memo To: Kevin Mattson, City Engineer/Public Works Director City of Corcoran From: Steve Hegland, PE Project: St. Thomas Feasibility Study Memo Date: April 11, 2025 Purpose This Memorandum identifies the public infrastructure impacts of the St. Thomas Church development on PID 2311923440015 which is located northwest of the intersection of County Road 10 and County Road 116. Existing Conditions The site is currently comprised of a residential home on an approximately 7 acre lot owned by St. Thomas Church. The home is located along the southern portion of the lot with the remainder of the lot being vegetated. St. Thomas Church also owns the parcel to the east where their existing church, hall, and cemetery are located and most of their primary church activities take place. Proposed Development The proposed development consists of an 11,170 square foot church building. Based on information provided by the owner, the facility will have 400 seats for church services. The site plan shows 101 surface parking spaces. The site plan shows one access point is proposed on CSAH 10 located across from Commerce Street. An internal roadway connection from the new parking lot to the existing cemetery access is proposed along the southeast corner of the development. The development is proposing to remove the three western access points along CSAH 10 and maintain the two eastern access points to the existing home and gravel parking lot of the adjacent parcel as shown below. April 2025 St. Thomas Church Feasibility Memo Kevin Mattson Page 2 of 4 Transportation Trip Generation The expected trips for the proposed use were calculated based on data presented in Trip Generation, Eleventh Edition, published by the Institute of Transportation Engineers The highest trip generation for the church is expected to occur on Sunday. With 400 seats and an expected average vehicle occupancy of 2 persons per vehicle, one full service will generate 200 entering and 200 exiting trips. The entering trips will occur during the hour before the service and the exiting trips during the hour after the service. The trip generation below shows the peak hour totals assuming that the two services are spaced within an hour of one another so the trips leaving may overlap with the trips entering. This level of trip generation on Sunday is not expected to create any traffic operations issues at the access or nearby intersections. The resultant trip generation estimates are shown in Table 1. Table 1: Weekday Trip Generation Land Use Size Weekend AM Service Hour Peak Weekend Daily In Out Total Total Church 400 Seats 200 200 400 800 NOTES: Assumed 2 services with full capacity Access As shown in the concept plan, one access point is proposed on CSAH 10 aligned with Commerce Street to the south. As the Commerce Street/CSAH intersection is not perpendicular, the exact location of the access may need to shift slightly to the west to align better with Commerce Street. This will ultimately be reviewed and approved by Hennepin County. The development is proposing a westbound right turn lane into the development with no eastbound left turn lane. Hennepin County shall review and determine if additional improvements are necessary. Based on the draft Hennepin County turn lane guidance, this project would meet the criteria under which turn lanes may be required; however, those standards are based on an ADT of the county roadway which is typically operating at much lower volume during church operations. If additional turn lanes are required by the county, the eastern two access locations would be reviewed to see if they conflict with turn lane operations. Pedestrian Movements The development plan has indicated that the lease on the parking lot along the south side of CSAH 10 will expire with the church development and will no longer be used for church parking. However, a sidewalk is April 2025 St. Thomas Church Feasibility Memo Kevin Mattson Page 3 of 4 provided from the proposed church along the entrance pointing at the leased parking lot. If parking in this lot is allowed for church services at the new facility the pedestrian movements should be reviewed in accordance with the City of Corcoran Pedestrian Crossing Policy. Due to the nature of users and amount of traffic, this location would likely require crosswalk enhancements such as an RRFB system or pedestrian refuge elements as required in section 6.2 of the policy. Any improvement would need to be reviewed and approved by Hennepin County. Summary The access to the facility may need to be shifted west slightly to better align with Commerce Street, but is generally shown in the desired location. The City would strongly encourage the closure of all access locations along County Road 10 to increase safety closer to the intersection of County Road 116. A westbound right turn lane is proposed with the development which appears to be appropriate given the proposed trip generation. Sewer and Water Currently, the development property is served by a private water and septic systems. When utilities were installed within downtown Corcoran in 2016, sanitary sewer and watermain were installed near this facility with a lift station servicing downtown located west of the parcel and the connected forcemain being routed through the northern part of the proposed development. When the Rush Creek Reserve development, located northwest of the site, was constructed, this lift station was removed and relocated to northeast corner of Rush Creek Reserve with the trunk sewer routed through that development. The development is proposing to connect to the sanitary sewer near where the previous lift station was located and stubbing public sewer and watermain to the site. The development plans should indicate how the sewer and water stubs to this site may be extended east in the future to service the parcel to the east. All sewer and water should be installed in accordance with the City of Corcoran standards. The Southeast Water Analysis Report indicates that the fire flow capacity within this area will be between 2,500 and 3,500 gpm once the development is connected to the current water system and in excess of 3,500 gpm once the system is fully built out and southern pressure zone water tower is constructed. The available water pressure of the water system is expected to be between 45-65 psi when the development is connected to the current water system and between 65-85 psi after the water tower is constructed. As the southeast system is currently being constructed, the applicant shall test the water pressure at adjacent hydrants to determine if the pressure will be sufficient for the facility’s expected needs. Summary The applicant shall connect to City sewer and water, with the connection being to the adjacent infrastructure to the west of the property. The water service will be on a dead end during the interim connection, but applicant shall show how system will be looped for the ultimate water service condition to this area. April 2025 St. Thomas Church Feasibility Memo Kevin Mattson Page 4 of 4 Storm Water The proposed development is anticipated to trigger both City of Corcoran and Elm Creek Watershed stormwater requirements. The development is proposing to collect discharge from the site in two stormwater BMP’s and ultimately discharge to the wetland complexes west and north of the site. The discharge to these wetlands and downstream areas should be reviewed to ensure no adverse impacts due to the volume as infiltration through the heavy Corcoran soils is typically not feasible. Infrastructure Summary The following are the summary of findings of the feasibility study · The proposed site plan has provided an access location across from Commerce Street, which is preferred although slight modifications may be required. Hennepin county shall review the site access and approve the access location and access improvements along County Road 10. If the parking lot to the south of County Road 10 stays, pedestrian crossing improvements should be anticipated in accordance with the Pedestrian Crosswalk Policy. · The applicant shall connect to City sewer and water to the west of the site and shall show how the adjacent parcels will be serviced with sewer and a looped water system in the future. · Based on the size of the proposed improvements, City of Corcoran and Elm Creek Watershed stormwater requirements shall be met. This may include a review of the receiving waters downstream of the development to ensure no adverse impacts due to the volume of discharge. Memo To: Kevin Mattson, City Engineer/ Public Works Director From: Steve Hegland, PE Caleb Kroeze, EIT Project: St. Thomas Church Site Plan Review Date: April 21, 2025 Exhibits: This Memorandum is based on a review of the following documents: 1. Civil Plans – St. Thomas Site Plan dated December 16, 2024. 2. Stormwater Report – St. Thomas Site Plan dated December 16, 2024. 3. SWPPP – St. Thomas Site Plan dated December 16, 2024. Comments: General: 1. In addition to engineering related comments, the proposed plans are subject to the review of Planning, Zoning, Public Safety, and shall be in accordance with all other applicable codes and standards of the City of Corcoran, NPDES, ECWMC, Hennepin County, etc. 2. Relocation of existing overhead utilities shall be coordinated with the utility owner. Plat: 1. The applicant should provide the necessary drainage and utility easements, and all platting requirements are shall be met per the City Code. Drainage and utility easements shall be provided per City requirements. 2. Easements should be provided over all public water and sanitary sewer systems. As profiles are provided over the utilities, additional easements could be necessary depending on the depth of the utility. 3. Easements should be provided over all infrastructure used for the maintenance, conveyance and treatment of stormwater. 4. Any existing easements should be provided to the City for review. Vacation of existing easements currently in place requires a separate City process and should be identified in the project. 5. ROW dedication required for County Road 10 shall be reviewed by Hennepin County. Transportation 1. A west bound right turn lane is shown from County Road 10 into the new access. Hennepin County shall review and determine the scope of the required intersection improvements. 2. Fire access lane around the proposed church shall be reviewed by public safety. 3. All pedestrian routes shall be ADA compliant. Detail designs for pedestrian ramps shall be provided for review at the time of final plat. 4. Typical section for sidewalk to reference Corcoran standard detail. April 2025 St. Thomas Church Kevin Mattson Page 2 of 3 5. The site plan indicates that the parking lot to the south of County Road 10 and East of Commerce Street will no longer be used. If the parking lot is still utilized for operations, pedestrian improvements across County Road 10 should be incorporated into the site plan in accordance with the Pedestrian Crosswalk Policy. Hennepin County shall review and approve any level of improvement. Grading & Stormwater 1. The wetland buffer zones and wetland buffer signage shall be clearly identified and labeled. If existing vegetation is proposed to be used as wetland buffer, these areas shall be reviewed with the City of Corcoran wetland specialist to determine if they are viable candidates. 2. A wetland buffer plan shall be provided in accordance with the buffer plan policy which identifies the specific plan on how the buffers will be established. 3. The site plan identifies wetland impacts. These must be permitted by the applicant before any site work is approved as site is dependent on those impacts. 4. Site plans shall show the proposed pond and stormwater access routes for BMPs #1 & #2. 5. Provide additional details about the storm sewer junction between the building and ST401. 6. Cleanouts shall be provided at all bends and junctions of drain tile systems. 7. Update grading in the area directly east of the proposed parking lot driveway. It appears that this area is trapping water. 8. Update grading off the northwest corner of the parking lot where slopes appear to be steeper than 4:1. 9. EOFs call outs and elevations shall be shown in all applicable locations. 10. Match pipe crowns in structures ST- 401 & 501. 11. Add structure at pipe junction between ST-500 and ST-501. 12. Clarify design for drain tile in BMP #2. Multiple invert elevations are shown, and no pipe slopes are provided. 13. Provide additional information about ST-600. No pipe is shown connecting to the structure. 14. Televise the condition of the pipe adjacent to ST-600. If the pipe it to be abandoned, consult with Hennepin County about abandonment; there is a fair amount of runoff so hydraulics could change. It should be verified this option is preferred over adding an inlet to the east. 15. Provide inlet pipe to OCSs 1&2. 16. Update details for BMPs #1&2 including OCS structures. 17. Silt fence shall be installed at the limits in all in all locations where water flows away from the site. 18. We recommend a minimum 1.5% grade on all paved surfaces. 19. Show pond EOF for BMP’s 1 & 2 20. All walls higher than 4’ shall be designed by a certified engineer and the design and certification of those walls shall be provided to the city. 21. Wetland buffer detail should be updated to City Standard detail. 22. Update stormwater BMP details to show 4:1 slope up from safety bench. Water and Sewer 1. The appropriate permits for removal/abandonment of existing septic and well services shall be obtained. April 2025 St. Thomas Church Kevin Mattson Page 3 of 3 2. Update information for SS 103-104 and watermain connection per Rush Creek Reserve development plans. The lift station is removed and the utilities have been extended through the adjacent development. Connection to existing manhole shall be core drilled with watertight boot. If connection is made to a lined manhole, lining shall be patched and welded. 3. Sanitary sewer shall be minimum of 8” for public sewer. 4. Adjust sanitary sewer to ensure cover over SS-102. 5. Provide plan and profiles for all utilities with final construction drawings. 6. Reduce the valves within the site plan in the parking lot. 7. Valves shall be shown on the individual fire and domestic water services to the building. 8. As the three lots for the church are independent lots and could service differing uses in the future, the watermain shall ultimately be looped and connected to the existing watermain which comes from County Road 116. Provide a concept plan for watermain looping alignment to ensure watermain stub is in appropriate location. It is assumed the sanitary service for the eastern lot would extend to the east in the future. If meant to be serviced through the lot of the site plan, provide a stub and conceptual layout to ensure service depths are deep enough. 9. All valves 12” and larger shall be butterfly valves. 10. Remove 12” gate valve at the SE corner of the development. 11. Update domestic water service to the new plastic service vs copper. 12. The easement south of the sanitary sewer should be extended south to the existing properties to allow for them to be connected to the public main in the future. Landscape 1. It appears that landscaping around BMP #2 will interfere with the pond access route. 2. All trees shall be shown minimum of 10’ from all sanitary sewer, storm sewer, and watermain utilities. End of Comments Memo To: Kevin Mattson, City Engineer/Public Works Director From: Steve Hegland, PE Jordan Wochenske, EIT Project: St. Thomas Church Site Plan Stormwater Review Date: April 18, 2025 Exhibits: This Memorandum is based on a review of the following documents: · St Thomas The Apostle Preliminary Plans – By Kimley Horn dated 12/16/2024 · Stormwater Management Report – By Kimley Horn dated 12/16/2024 Comments: General: 1. Final approval by the Elm Creek Watershed Management Commission must be attained before any site grading or activity may commence. 2. Outlet structures shall have a piped outlet to the OCS and should not rely on the grate as the form of inlet control. 3. The applicant shall review a pre and post construction condition of Wetland 3 to ensure the hydrology is consistent. The wetland appears to impact offsite properties and applicant shall ensure no offsite impacts due to additional volume or stormwater routing. 4. Both ponds show a perimeter filtration and draintile system which crosses the inlet pipes. Details on the constructability of these systems shall be provided with final plans. Often times, when the required slope is placed on the draintile it conflicts with the incoming pipes. Additionally, discharging the stormwater onto or adjacent to the filter bench may create long term erosion issues so this should be detailed in final plans. Modeling 1. The land cover for pervious areas within existing catchment DA-1 appears to be 100% vegetated however, the HydroCAD model is modeling <50% grass cover. Please update the existing HydroCAD model to more accurately account for the existing land cover conditions. 2. Catchments DA-2 and DA-4 in the proposed HydroCAD model are being modeled with HSG C type soils however, the soil report indicates HSG D type soils on-site. Please update the proposed HydroCAD model catchments to model pervious soils with a HSG D. 3. Please update the stage storage of Wetland 2B in the proposed HydroCAD model to eliminate the parts of the wetland that will be removed as a results of the construction of the church. North Pond/Filtration Bench (BMP #1) 1. According to the plan sheets it appears that the lowest orifice in the OCS (ST-701) is the top grate of the OCS at elevation 963.37 (page C509) and elevation 962.99 (page C505). Please update the plan April 2025 St. Thomas Apostle Church Kevin Mattson, City Engineer/Public Works Director Page 2 of 3 sheets and HydroCAD model to be consistent as well as update the proposed HydroCAD model to model the starting water surface elevation of the BMP to be equal to the lowest outlet that discharges from the device (currently the rim elevation). a. The detail on page C509 indicates an internal weir within the OCS at elevation 960.5 however, it appears that water must reach 963.37 to even enter the structure. it is not clear why this weir is proposed within the structure. 2. Please update the proposed plan sheets/HydroCAD model to provide a stabilize EOF for the proposed BMP. 3. The BMP detail on Page C509 does not appear to align with the proposed grading plan in terms of slope and elevation callouts. As well, the way in which the filtration bench is depicted does not appear to be constructable. Please update the BMP detail and/or grading to be consistent and depict the filtration bench in a manner that is constructable and aligns with basin grading. a. Please update BMP #1 in the proposed HydroCAD to start filtration at the top of sand elevation. 4. Please update the design of the iron-enhanced filtration bench to incorporate a minimum 3” layer of choker stone, or similar, around the draintile in accordance with MPCA guidelines, to prevent the engineered media from clogging or migrating into the draintile. 5. Water quality volume for a pond with a filtration bench is determined by the ponded volume between the top of the sand filter and the lowest free outlet that discharges from the pond (OCS orifice, weir, culvert, etc.) Please update the water quality storage volume listed on the plans and in the Stormwater Report. South Pond/Filtration Bench (BMP#2) 6. According to the plan sheets it appears that the lowest orifice in the OCS (ST-301 OCS) is the top grate of the OCS at elevation 969.50. Please update the proposed HydroCAD model to model the starting water surface elevation of the BMP to be equal to the lowest outlet that discharges from the device (969.50). a. The detail on page C509 indicates an internal weir within the OCS at elevation 969 however, it appears that water must reach 969.50 to even enter the structure. it is not clear why this weir is proposed within the structure. 7. Please update the proposed plan sheets/HydroCAD model to provide a stabilize EOF for the proposed BMP. 8. The BMP detail on Page C509 does not appear to align with the proposed grading plan in terms of slope and elevation callouts. As well, the way in which the filtration bench is depicted does not appear to be constructable. Please update the BMP detail and/or grading to be consistent and depict the filtration bench in a manner that is constructable and aligns with basin grading. a. Please update BMP #2 in the proposed HydroCAD to start filtration at the top of sand elevation. 9. Please update the design of the iron-enhanced filtration bench to incorporate a minimum 3” layer of choker stone, or similar, around the draintile in accordance with MPCA guidelines, to prevent the engineered media from clogging or migrating into the draintile. 10. Water quality volume for a pond with a filtration bench is determined by the ponded volume between the top of the sand filter and the lowest free outlet that discharges from the pond (OCS orifice, weir, culvert, etc.) Please update the water quality storage volume listed on the plans and in the Stormwater Report. April 2025 St. Thomas Apostle Church Kevin Mattson, City Engineer/Public Works Director Page 3 of 3 Miscellaneous 1. Please update the existing drainage map to show the full extents of the existing drainage areas. 2. Please update the proposed drainage map to ensure drainage area, pervious, and impervious totals are consistent with the report as well as HydroCAD. 3. Please provide high water level labels for the on-site wetland that correspond with the 100-year HydroCAD results. Page 1 of 2 MEMO Date: January 8, 2025 To: Planning (Community Development Director Davis McKeown and Planner Klingbeil) From: Lieutenant Burns Re: City File 24-045 St. Thomas the Apostle A Public Safety plan review meeting was held on January 8, 2025, to review the submitted rezoning and preliminary plat application for St. Thomas the Apostle Church. In attendance were the following: Police Chief Gottschalk, Lieutenant Burns, Fire Chief Leuer, Fire Chief Malewicki, Building Official Rosenau, Construction Services Supervisor Prichard, and Planner Klingbeil. The comments below are based on the materials submitted on December 16, 2024. 1. The alignment with Commerce Street is not great. It would be better for this to be a straight connection. Current alignment does not appear to allow for a controlled intersection in the future. 2. The applicant will need to provide turn radius specifications for emergency vehicles. 3. The center drive-aisle will need to be marked as no parking, fire lane. 4. If the building is sprinkled, the site must meet a 300’ hose pull requirement. If not sprinkled, the site must accommodate a 150’ hose pull requirement. 5. Fire department access needs to be present as required per Minnesota State Fire Code. A fire lane may be required around the church to meet this requirement, or the parking lot needs to be extended further north which may lead to the need for a hammer head or turnaround if 150’ in length or more. 6. Must install at least one overhead light at the entrance to the site on the northeast corner of the driveway and County Road 10. 7. Sprinkler riser room will be necessary with direct access from the outside. 8. It is preferred that Fire Department Connections be installed on the south or east side of the building, for ease of access for fire trucks. 9. There must be a fire hydrant located within 150’ of the FDC. 10. Trash enclosure will need to be relocated to all for Fire access. 11. The enunciator panel must be located at the front entrance. 12. Fire review for fire code will be conducted during the building permit review process. Page 2 of 2 13. Fire hydrants will require approval from the Rogers Fire Chief. 14. Any canopy needs to be a minimum of 14’ tall. 15. Exiting of the courtyard will need to be addressed during the expansion phase of the project. Page 1 of 1 MEMO Date: April 2, 2025 To: Planning (Community Development Director Davis McKeown and Planner Klingbeil) From: Lieutenant Burns Re: City File 24-045 St. Thomas the Apostle A Public Safety plan review meeting was held on April 2, 2025, to review the submitted rezoning and preliminary plat application for St. Thomas the Apostle Church. In attendance were the following: Police Chief Gottschalk, Lieutenant Burns, Fire Chief Farrens, Fire Chief Leuer, Fire Chief Malewicki, Building Official Rosenau, Construction Services Supervisor Prichard, and Planner Klingbeil. The comments below are based on the materials submitted on March 10, 2025. 1. No additional comments aside from those made in Public Safety Memo dated January 8, 2025. This message was sent from outside of the organization. Please do not click links or open attachments unless yourecognize the source of this email and know the content is safe. From:Seth Gellman To:Natalie Davis; Dwight Klingbeil; Kendra Lindahl, AICP; Torve, Kent; Hegland, Steven; Anthony.Kaster@stantec.com; Kevin Mattson; Lauren Letsche Subject:FW: [External] St. Thomas of the Apostle Catholic Church Development Plans Date:Thursday, February 13, 2025 11:00:58 AM Attachments:image001.png image002.png Please see HC comments below: From: Transportation.Plats <Transportation.Plats@hennepin.us> Sent: Thursday, February 13, 2025 10:44 AM To: Seth Gellman <SGellman@corcoranmn.gov> Subject: RE: [External] St. Thomas of the Apostle Catholic Church Development Plans Hi Seth — We have a few comments on St. Thomas the Apostle: We would like the driveway to line up opposite Commerce Street. Is it just the utility boxes pushing the driveway east? If so, those should be moved. This driveway is expected to be there a long time and moving utilities should not be a barrier. Ideally the storm sewer pipe under 10 that no longer will be required would be removed (connected to manhole ST-600 in the plans). This pipe only took surface stormwater from the apron that is no longer required due to the development proposed. If it’s not feasible to remove the existing pipe, the proposed replacement of the apron inlet with manhole ST-600 is an acceptable option. Removing the need to cross CSAH 10 from the parking lot to the church will be a great improvement. CSAH 10 is on our mill and overlay list with a tentative construction year of 2027. Thanks — Dan CAUTION: This email was sent from outside of Hennepin County. Unless you recognize the sender and know the content, do not click links or open attachments. Dan Patterson Planner Transportation Planning hennepin.us 625 Fourth Avenue SouthMinneapolis, MN 55415 From: Seth Gellman <SGellman@corcoranmn.gov> Sent: Thursday, January 30, 2025 4:51 PM To: Kevin Mattson <kmattson@corcoranmn.gov>; Kent.torve@stantec.com; steven.hegland@stantec.com; Lauren Letsche <LLetsche@corcoranmn.gov>; Natalie Davis <ndavis@corcoranmn.gov>; Dwight Klingbeil <DKlingbeil@corcoranmn.gov>; Kendra Lindahl <klindahl@landform.net>; Transportation.Plats <Transportation.Plats@hennepin.us>; Anthony.Kaster@stantec.com Subject: [External] St. Thomas of the Apostle Catholic Church Development Plans Good afternoon all, Please use the link below to see the recent submittal for the St. Thomas of the Apostle Catholic Church Development Plans: https://kimley-horn.securevdr.com/d-s32c2463f75b04893a7807f00785158cb Please submit all comments for initial feedback by 2/17/2025. Thank you! Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 2 0 1 8 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M K: \ T W C _ L D E V \ M I L L E R _ D U N \ S t . T h o m a s T h e A p o s t l e C h u r c h - M a s t e r P l a n \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ C 0 - C O V E R S H E E T . d w g A p r i l 1 5 , 2 0 2 5 - 9 : 2 3 a m BY RE V I S I O N S No . DA T E PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N PR E L I M I N A R Y - N O T FO R C O N S T R U C T I O N MW CI T Y C O M M E N T S 1 3/ 1 0 / 2 5 PR E P A R E D F O R CO V E R S H E E T C000 ST T H O M A S T H E AP O S T L E MI L L E R DU N W I D D I E CO R C O R A N MN DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . MI C H A E L C . B R A N D T 12 / 1 6 / 2 0 2 4 42 6 6 1 DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 0 5 1 2 0 3 2 12 / 1 6 / 2 0 2 4 AS S H O W N GA R GA R MC B NORTH VICINITY N.T.S. CORCORAN, HENNEPIN COUNTY, MN 1. CONTRACTOR SHALL CONFIRM THAT THE EXISTING CONDITIONS FOR THE SITE MATCH WHAT IS SHOWN ON THE DRAWINGS INCLUDED PRIOR TO CONSTRUCTION. 2. IF REPRODUCED, THE SCALES SHOWN ON THESE PLANS ARE BASED ON A 22x34 SHEET. 3. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICES COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICES. 4. ALL GENERAL CONTRACTOR WORK TO BE COMPLETED (EARTHWORK, FINAL UTILITIES, AND FINAL GRADING) BY THE MILESTONE DATE IN PROJECT DOCUMENTS. NOTES: GEOTECHNICAL ENGINEER HAUGO GEOTECHNICAL SERVICES 2825 CEDAR AVE S MINNEAPOLIS, MN 55407 TELEPHONE: (612) 729-2959 CONTACT: PAUL GIONFRIDDO PROJECT TEAM: SURVEYOR BOHLEN SURVEYING & ASSOCIATES LLC 1682 CLIFF ROAD EAST BURNSVILLE, MN 55337 TELEPHONE: (952) 895-9212 FAX: (952) 895-9259 CONTACT: TOM O'MEARA ENGINEER KIMLEY-HORN AND ASSOCIATES, INC. PREPARED BY: MICHAEL C. BRANDT 767 EUSTIS STREET, SUITE 100 ST. PAUL, MN 55114 TELEPHONE (651) 645-4197 OWNER / DEVELOPER ST. THOMAS THE APOSTLE CATHOLIC CHURCH 20000 COUNTY RD 10 CORCORAN, MN 55340 TELEPHONE: (763) 420-2385 ST THOMAS THE APOSTLE SECTION 23, TOWNSHIP 119N, RANGE 23W FOR SITE DEVELOPMENT PLANS Know what'sbelow. before you dig.Call ARCHITECT MILLER DUNWIDDIE 100 WASHINGTON AVE S, SUITE 500 MINNEAPOLIS, MN 55401 TELEPHONE: (612) 337-0000 CONTACT: PAUL MAY DRAWING INDEX SHEET NO.SHEET TITLE EX-1 EXISTING DRAINAGE EXHIBIT EX-2 PROPOSED DRAINAGE EXHIBIT EX-1 WETLAND ALTERNATIVE EXHIBIT EX-2 WETLAND ALTERNATIVE EXHIBIT EX-3 OVERALL CONCEPT SITE PLAN C000 COVER SHEET C100 GENERAL NOTES C101 SURVEY C102 SURVEY C200 DEMO PLAN C201 WETLAND IMPACT C203 TREE INVENTORY AND PRESERVATION PLAN C300 EROSION AND SEDIMENT CONTROL PLAN - PHASE 1 C301 EROSION AND SEDIMENT CONTROL PLAN - PHASE 2 C302 EROSION AND SEDIMENT CONTROL DETAILS C303 EROSION AND SEDIMENT CONTROL DETAILS C400 OVERALL SITE PLAN C401 SITE PLAN ENLARGEMENTS C402 SITE PLAN ENLARGEMENTS C403 SITE PLAN ENLARGEMENTS C404 SITE DETAILS C405 SITE DETAILS C406 SITE DETAILS C500 GRADING PLAN C501 GRADING PLAN ENLARGEMENTS C502 GRADING PLAN ENLARGEMENTS C503 GRADING PLAN ENLARGEMENTS C504 STORM SEWER PLAN C505 STORM SEWER ENLARGEMENTS C506 STORM SEWER ENLARGEMENTS C507 STORM SEWER ENLARGEMENT C508 GRADING DETAILS C509 GRADING DETAILS C600 SITE UTILITY PLAN C601 UTILITY DETAILS C602 UTILITY DETAILS C603 UTILITY DETAILS C604 FIRE PROTECTION PLAN C700 OVERALL SIGNAGE PLAN L100 LANDSCAPE PLAN L101 LANDSCAPE ENLARGEMENTS L102 LANDSCAPE ENLARGEMENTS L103 LANDSCAPE ENLARGEMENTS L104 LANDSCAPE SECTIONS L105 LANDSCAPE NOTES & SCHEDULE L106 LANDSCAPE DETAILS L200 IRRIGATION CONCEPT PLAN LANDSCAPE ARCHITECT KIMLEY-HORN AND ASSOCIATES, INC. PREPARED BY: RYAN A. HYLLESTED, PLA 767 EUSTIS STREET, SUITE 100 ST. PAUL, MN 55114 TELEPHONE (651) 645-4197 SITE C O . R D . N O . 1 0 CO M M E R C E S T FL E T C H E R L N Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 2 0 1 8 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M K: \ T W C _ L D E V \ M I L L E R _ D U N \ S t . T h o m a s T h e A p o s t l e C h u r c h - M a s t e r P l a n \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ C 1 - G E N E R A L N O T E S . d w g A p r i l 1 5 , 2 0 2 5 - 9 : 2 4 a m BY RE V I S I O N S No . DA T E PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N PR E L I M I N A R Y - N O T FO R C O N S T R U C T I O N MW CI T Y C O M M E N T S 1 3/ 1 0 / 2 5 PR E P A R E D F O R GE N E R A L N O T E S C100 ST T H O M A S T H E AP O S T L E MI L L E R DU N W I D D I E CO R C O R A N MN DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . MI C H A E L C . B R A N D T 12 / 1 6 / 2 0 2 4 42 6 6 1 DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 0 5 1 2 0 3 2 12 / 1 6 / 2 0 2 4 AS S H O W N GA R GA R MC B GENERAL CONSTRUCTION NOTES 1. THE CONTRACTOR AND SUBCONTRACTORS SHALL OBTAIN A COPY OF THE MN DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR CONSTRUCTION" (LATEST EDITION) AND BECOME FAMILIAR WITH THE CONTENTS PRIOR TO COMMENCING WORK, AND, UNLESS OTHERWISE NOTED, ALL WORK SHALL CONFORM AS APPLICABLE TO THESE STANDARDS AND SPECIFICATIONS. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING ALL MATERIAL AND LABOR TO CONSTRUCT THE FACILITY AS SHOWN AND DESCRIBED IN THE CONSTRUCTION DOCUMENTS IN ACCORDANCE WITH THE APPROPRIATE APPROVING AUTHORITIES, SPECIFICATIONS AND REQUIREMENTS. CONTRACTOR SHALL CLEAR AND GRUB ALL AREAS UNLESS OTHERWISE INDICATED, REMOVING TREES, STUMPS, ROOTS, MUCK, EXISTING PAVEMENT AND ALL OTHER DELETERIOUS MATERIAL. 3. THE EXISTING SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS QUALITY LEVEL "D" UNLESS OTHERWISE NOTED. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF CI/ACSE 38/02, ENTITLED STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF SUBSURFACE QUALITY DATA BY THE FHA. EXISTING UTILITIES SHOWN ARE LOCATED ACCORDING TO THE INFORMATION AVAILABLE TO THE ENGINEER AT THE TIME OF THE TOPOGRAPHIC SURVEY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR THE ENGINEER. GUARANTEE IS NOT MADE THAT ALL EXISTING UNDERGROUND UTILITIES ARE SHOWN OR THAT THE LOCATION OF THOSE SHOWN ARE ENTIRELY ACCURATE. FINDING THE ACTUAL LOCATION OF ANY EXISTING UTILITIES IS THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE DONE BEFORE COMMENCING ANY WORK IN THE VICINITY. FURTHERMORE, THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES DUE TO THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE OWNER OR ENGINEER WILL ASSUME NO LIABILITY FOR ANY DAMAGES SUSTAINED OR COST INCURRED BECAUSE OF THE OPERATIONS IN THE VICINITY OF EXISTING UTILITIES OR STRUCTURES, NOR FOR TEMPORARY BRACING AND SHORING OF SAME. IF IT IS NECESSARY TO SHORE, BRACE, SWING OR RELOCATE A UTILITY, THE UTILITY COMPANY OR DEPARTMENT AFFECTED SHALL BE CONTACTED AND THEIR PERMISSION OBTAINED REGARDING THE METHOD TO USE FOR SUCH WORK. 4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES WHICH MAY HAVE BURIED OR AERIAL UTILITIES WITHIN OR NEAR THE CONSTRUCTION AREA BEFORE COMMENCING WORK. THE CONTRACTOR SHALL PROVIDE 48 HOURS MINIMUM NOTICE TO ALL UTILITY COMPANIES PRIOR TO BEGINNING CONSTRUCTION. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED CONSTRUCTION PERMITS AND BONDS IF REQUIRED PRIOR TO CONSTRUCTION. 6. THE CONTRACTOR SHALL HAVE AVAILABLE AT THE JOB SITE AT ALL TIMES ONE COPY OF THE CONSTRUCTION DOCUMENTS INCLUDING PLANS, SPECIFICATIONS, GEOTECHNICAL REPORT AND SPECIAL CONDITIONS AND COPIES OF ANY REQUIRED CONSTRUCTION PERMITS. 7. ANY DISCREPANCIES ON THE DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER AND ENGINEER BEFORE COMMENCING WORK. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN ARE TO BE MADE WITHOUT PRIOR APPROVAL OF THE OWNER AND NOTIFICATION TO THE ENGINEER. 8. ALL COPIES OF COMPACTION, CONCRETE AND OTHER REQUIRED TEST RESULTS ARE TO BE SENT TO THE OWNER DIRECTLY FROM THE TESTING AGENCY. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DOCUMENTING AND MAINTAINING AS-BUILT INFORMATION WHICH SHALL BE RECORDED AS CONSTRUCTION PROGRESSES OR AT THE COMPLETION OF APPROPRIATE CONSTRUCTION INTERVALS AND SHALL BE RESPONSIBLE FOR PROVIDING AS-BUILT DRAWINGS TO THE OWNER FOR THE PURPOSE OF CERTIFICATION TO JURISDICTIONAL AGENCIES AS REQUIRED. ALL AS-BUILT DATA SHALL BE COLLECTED BY A STATE OF MN PROFESSIONAL LAND SURVEYOR WHOSE SERVICES ARE ENGAGED BY THE CONTRACTOR. 10. ANY WELLS DISCOVERED ON SITE THAT WILL HAVE NO USE MUST BE PLUGGED BY A LICENSED WELL DRILLING CONTRACTOR IN A MANNER APPROVED BY ALL JURISDICTIONAL AGENCIES. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY WELL ABANDONMENT PERMITS REQUIRED. 11. ANY WELL DISCOVERED DURING EARTH MOVING OR EXCAVATION SHALL BE REPORTED TO THE APPROPRIATE JURISDICTIONAL AGENCIES WITHIN 24 HOURS AFTER DISCOVERY IS MADE. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS DO NOT CONFLICT WITH ANY KNOWN EXISTING OR OTHER PROPOSED IMPROVEMENTS. IF ANY CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITE WORK THAT WOULD BE AFFECTED. FAILURE TO NOTIFY OWNER OF AN IDENTIFIABLE CONFLICT PRIOR TO PROCEEDING WITH INSTALLATION RELIEVES OWNER OF ANY OBLIGATION TO PAY FOR A RELATED CHANGE ORDER. 13. SHOULD CONTRACTOR ENCOUNTER ANY DEBRIS LADEN SOIL, STRUCTURES NOT IDENTIFIED IN THE DOCUMENTS, OR OTHER SOURCE OF POTENTIAL CONTAMINATION, THEY SHALL IMMEDIATELY CONTACT THE ENGINEER AND OWNER. TYPICAL OWNER/ENGINEER OBSERVATIONS CONTRACTOR SHALL NOTIFY OWNER AND/OR ENGINEER 48 HOURS IN ADVANCE OF THE FOLLOWING ACTIVITIES: - PRE-CONSTRUCTION MEETING, SUBGRADE PREPARATION, BASE INSTALLATION ASPHALT INSTALLATION, UNDERGROUND PIPING AND UTILITIES INSTALLATION, INSTALLATION OF STRUCTURES, CHECK VALVES, HYDRANTS, METERS, ETC., SIDEWALK INSTALLATION, CONNECTIONS TO WATER AND SEWER MAINS, TESTS OF UTILITIES 3RD PARTY TEST REPORTS REQ'D TEST REPORTS REQUIRED FOR CLOSE OUT INCLUDE, BUT ARE NOT LIMITED TO: - DENSITY TEST REPORTS - BACTERIOLOGICAL TESTS OF WATER SYSTEM - PRESSURE TEST OF WATER/SEWER - LEAK TESTS ON SEWER SYSTEM AND GREASE TRAPS - ANY OTHER TESTING REQUIRED BY THE AGENCY/MUNICIPALITY WATER STORM SEWER & SANITARY SEWER NOTES 1. THE CONTRACTOR SHALL CONSTRUCT GRAVITY SEWER LATERALS, MANHOLES, GRAVITY SEWER LINES, AND DOMESTIC WATER AND FIRE PROTECTION SYSTEM AS SHOWN ON THESE PLANS. THE CONTRACTOR SHALL FURNISH ALL NECESSARY MATERIALS, EQUIPMENT, MACHINERY, TOOLS, MEANS OF TRANSPORTATION AND LABOR NECESSARY TO COMPLETE THE WORK IN FULL AND COMPLETE ACCORDANCE WITH THE SHOWN, DESCRIBED AND REASONABLY INTENDED REQUIREMENTS OF THE CONTRACT DOCUMENTS AND JURISDICTIONAL AGENCY REQUIREMENTS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. 2. ALL EXISTING UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS FOR UTILITY LOCATION AND COORDINATION IN ACCORDANCE WITH THE NOTES CONTAINED IN THE GENERAL CONSTRUCTION SECTION OF THIS SHEET. 3. THE CONTRACTOR SHALL RESTORE ALL DISTURBED VEGETATION IN KIND, UNLESS SHOWN OTHERWISE. 4. DEFLECTION OF PIPE JOINTS AND CURVATURE OF PIPE SHALL NOT EXCEED THE MANUFACTURER'S SPECIFICATIONS. SECURELY CLOSE ALL OPEN ENDS OF PIPE AND FITTINGS WITH A WATERTIGHT PLUG WHEN WORK IS NOT IN PROGRESS. THE INTERIOR OF ALL PIPES SHALL BE CLEAN AND JOINT SURFACES WIPED CLEAN AND DRY AFTER THE PIPE HAS BEEN LOWERED INTO THE TRENCH. VALVES SHALL BE PLUMB AND LOCATED ACCORDING TO THE PLANS. 5. ALL PIPE AND FITTINGS SHALL BE CAREFULLY STORED FOLLOWING MANUFACTURER'S RECOMMENDATIONS. CARE SHALL BE TAKEN TO AVOID DAMAGE TO THE COATING OR LINING IN ANY D.I. PIPE FITTINGS. ANY PIPE OR FITTING WHICH IS DAMAGED OR WHICH HAS FLAWS OR IMPERFECTIONS WHICH, IN THE OPINION OF THE ENGINEER OR OWNER, RENDERS IT UNFIT FOR USE, SHALL NOT BE USED. ANY PIPE NOT SATISFACTORY FOR USE SHALL BE CLEARLY MARKED AND IMMEDIATELY REMOVED FROM THE JOB SITE, AND SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. 6. WATER FOR FIRE FIGHTING SHALL BE MADE AVAILABLE FOR USE BY THE CONTRACTOR PRIOR TO COMBUSTIBLES BEING BROUGHT ON SITE. 7. ALL UTILITY AND STORM DRAIN TRENCHES LOCATED UNDER AREAS TO RECEIVE PAVING SHALL BE COMPLETELY BACK FILLED IN ACCORDANCE WITH THE GOVERNING JURISDICTIONAL AGENCY'S SPECIFICATIONS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. 8. UNDERGROUND LINES SHALL BE SURVEYED BY A STATE OF MN PROFESSIONAL LAND SURVEYOR PRIOR TO BACK FILLING. 9. CONTRACTOR SHALL PERFORM, AT HIS OWN EXPENSE, ANY AND ALL TESTS REQUIRED BY THE SPECIFICATIONS AND/OR ANY AGENCY HAVING JURISDICTION. THESE TESTS MAY INCLUDE, BUT MAY NOT BE LIMITED TO, INFILTRATION AND EXFILTRATION, TELEVISION INSPECTION AND A MANDREL TEST ON GRAVITY SEWER. A COPY OF THE TEST RESULTS SHALL BE PROVIDED TO THE UTILITY PROVIDER, OWNER AND JURISDICTIONAL AGENCY AS REQUIRED. 10. CONTRACTOR SHALL PROVIDE FOR A MINIMUM HORIZONTAL CLEARANCE OF 10' AND A VERTICAL CLEARANCE OF 18" BETWEEN WATER AND SANITARY SEWER MANHOLES AND LINES. 11. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 12. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT UNLESS OTHERWISE STATED BY CITY AND STATE DESIGN STANDARDS AND SPECIFICATIONS. 13. UNLESS OTHERWISE STATED IN CITY AND STATE DESIGN STANDARDS AND SPECIFICATIONS, ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC BEARING RING & COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6" ABOVE FINISH GRADE. LIDS SHALL BE LABELED "STORM SEWER". EXISTING CASTINGS AND STRUCTURES WITHIN PROJECT LIMITS SHALL BE ADJUSTED TO MEET THESE CONDITIONS AND THE PROPOSED FINISHED GRADE. 14. TOPOGRAPHIC INFORMATION IS TAKEN FROM A TOPOGRAPHIC SURVEY BY LAND SURVEYORS. IF THE CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, THEN THE CONTRACTOR SHALL SUPPLY, AT THEIR EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR TO THE OWNER FOR REVIEW. 15. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. 16. ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR FROM INVERT IN TO INVERT OUT. 17. ROOF DRAINS SHALL BE CONNECTED TO STORM SEWER BY PREFABRICATED WYES OR AT STORM STRUCTURES. ROOF DRAINS AND TRUCK WELL DRAIN SHALL RUN AT A MINIMUM 1% SLOPE, UNLESS NOTED OTHERWISE, AND TIE IN AT THE CENTERLINE OF THE STORM MAIN. 18. ALL ROOF AND SANITARY SEWER DRAINS SHALL BE INSULATED IF 7' OF COVER CANNOT BE PROVIDED. 19. THE CONTRACTOR SHALL PROTECT EXISTING UNDERGROUND UTILITIES AND APPURTENANCES THAT ARE TO REMAIN FROM DAMAGE DURING CONSTRUCTION OPERATIONS. 20. THE LOCATION OF EXISTING UTILITIES, STORM DRAINAGE STRUCTURES AND OTHER ABOVE AND BELOW-GRADE IMPROVEMENTS ARE APPROXIMATE AS SHOWN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT LOCATION, SIZE AND INVERT ELEVATIONS OF EACH PRIOR TO THE START OF CONSTRUCTION. 21. A MINIMUM OF 5' SEPARATION IS REQUIRED BETWEEN UTILITIES AND TREES UNLESS A ROOT BARRIER IS UTILIZED. 22. GAS, PHONE AND ELECTRIC SERVICES SHOWN FOR INFORMATIONAL PURPOSES ONLY. DRY UTILITY COMPANIES MAY ALTER THE DESIGN LAYOUT DURING THEIR REVIEW. CONTRACTOR TO COORDINATE FINAL DESIGN AND INSTALLATION WITH UTILITY COMPANIES. 23. COORDINATE UTILITY INSTALLATION WITH IRRIGATION DESIGN AND INSTALLATION. 24. ALL DIMENSIONS ARE TO FLOW LINE OF CURB UNLESS OTHERWISE NOTED. PERIMETER WALL DIMENSIONS ARE TO INSIDE WALL FACE. REFERENCE ARCHITECTURAL PLANS FOR EXACT WALL WIDTH AND SPECIFICATIONS. 25. REFERENCE ARCHITECTURAL PLANS (BY OTHERS). FOR EXACT BUILDING DIMENSIONS, AND MATERIALS SPECIFICATIONS. 26. REFERENCE M.E.P. PLANS (BY OTHERS) FOR MECHANICAL EQUIPMENT DIMENSIONS AND SPECIFICATIONS. 27. CONTRACTOR SHALL REFERENCE STRUCTURAL PLANS (BY OTHERS) FOR MECHANICAL EQUIPMENT DIMENSIONS AND PAD PREPARATION SPECIFICATIONS. 28. CONTRACTOR SHALL REFERENCE M.E.P PLANS (BY OTHERS) FOR LIGHT POLE WIRING. GRADING AND DRAINAGE NOTES 1. GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL VERIFY THE SUITABILITY OF ALL EXISTING AND PROPOSED SITE CONDITIONS INCLUDING GRADES AND DIMENSIONS BEFORE START OF CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. 2. THE CONTRACTOR SHALL GRADE THE SITE TO THE ELEVATIONS INDICATED AND SHALL ADJUST BMP'S AS NECESSARY AND REGRADE WASHOUTS WHERE THEY OCCUR AFTER EVERY RAINFALL UNTIL A GRASS STAND IS WELL ESTABLISHED OR ADEQUATE STABILIZATION OCCURS. 3. CONTRACTOR SHALL ENSURE THERE IS POSITIVE DRAINAGE FROM THE PROPOSED BUILDINGS SO THAT SURFACE RUNOFF WILL DRAIN BY GRAVITY TO NEW OR EXISTING DRAINAGE OUTLETS. CONTRACTOR SHALL ENSURE NO PONDING OCCURS IN PAVED AREAS AND SHALL NOTIFY ENGINEER IF ANY GRADING DISCREPANCIES ARE FOUND IN THE EXISTING AND PROPOSED GRADES PRIOR TO PLACEMENT OF PAVEMENT OR UTILITIES. 4. CONTRACTOR SHALL PROTECT ALL MANHOLE COVERS, VALVE COVERS, VAULT LIDS, FIRE HYDRANTS, POWER POLES, GUY WIRES, AND TELEPHONE BOXES THAT ARE TO REMAIN IN PLACE AND UNDISTURBED DURING CONSTRUCTION. EXISTING CASTINGS AND STRUCTURES TO REMAIN SHALL BE ADJUSTED TO MATCH THE PROPOSED FINISHED GRADES. 5. BACKFILL FOR UTILITY LINES SHALL BE PLACED PER DETAILS, STANDARDS, AND SPECIFICATIONS SO THAT THE UTILITY WILL BE STABLE. WHERE UTILITY LINES CROSS THE PARKING LOT, THE TOP 6 INCHES SHALL BE COMPACTED SIMILARLY TO THE REMAINDER OF THE LOT. UTILITY DITCHES SHALL BE VISUALLY INSPECTED DURING THE EXCAVATION PROCESS TO ENSURE THAT UNDESIRABLE FILL IS NOT USED. 6. CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND REPLACEMENT OF 4" OF TOPSOIL AT COMPLETION OF WORK. ALL UNPAVED AREAS IN EXISTING RIGHTS-OF-WAY DISTURBED BY CONSTRUCTION SHALL BE REGRADED AND SODDED. 7. AFTER PLACEMENT OF SUBGRADE AND PRIOR TO PLACEMENT OF PAVEMENT, CONTRACTOR SHALL TEST AND OBSERVE PAVEMENT AREAS FOR EVIDENCE OF PONDING. ALL AREAS SHALL ADEQUATELY DRAIN TOWARDS THE INTENDED STRUCTURE TO CONVEY STORM RUNOFF. CONTRACTOR SHALL IMMEDIATELY NOTIFY OWNER AND ENGINEER IF ANY DISCREPANCIES ARE DISCOVERED. 8. WHERE EXISTING PAVEMENT IS INDICATED TO BE REMOVED AND REPLACED, THE CONTRACTOR SHALL SAW CUT FULL DEPTH FOR A SMOOTH AND STRAIGHT JOINT AND REPLACE THE PAVEMENT WITH THE SAME TYPE AND DEPTH OF MATERIAL AS EXISTING OR AS INDICATED. 9. THE CONTRACTOR SHALL INSTALL PROTECTION OVER ALL DRAINAGE STRUCTURES FOR THE DURATION OF CONSTRUCTION AND UNTIL ACCEPTANCE OF THE PROJECT BY THE OWNER. ALL DRAINAGE STRUCTURES SHALL BE CLEANED OF DEBRIS AS REQUIRED DURING AND AT THE END OF CONSTRUCTION TO PROVIDE POSITIVE DRAINAGE FLOWS. 10. IF DEWATERING IS REQUIRED, THE CONTRACTOR SHALL OBTAIN ANY APPLICABLE REQUIRED PERMITS. THE CONTRACTOR IS TO COORDINATE WITH THE OWNER AND THE DESIGN ENGINEER PRIOR TO ANY EXCAVATION. 11. FIELD DENSITY TESTS SHALL BE TAKEN AT INTERVALS IN ACCORDANCE WITH THE LOCAL JURISDICTIONAL AGENCY OR TO MN/DOT STANDARDS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. 12. ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED AS PER PLANS. THE AREAS SHALL THEN BE SODDED OR SEEDED AS SPECIFIED IN THE PLANS, FERTILIZED, MULCHED, WATERED AND MAINTAINED UNTIL HARDY GRASS GROWTH IS ESTABLISHED IN ALL AREAS. ANY AREAS DISTURBED FOR ANY REASON PRIOR TO FINAL ACCEPTANCE OF THE JOB SHALL BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. ALL EARTHEN AREAS WILL BE SODDED OR SEEDED AND MULCHED AS SHOWN ON THE LANDSCAPING PLAN. 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF DUST AND DIRT RISING AND SCATTERING IN THE AIR DURING CONSTRUCTION AND SHALL PROVIDE WATER SPRINKLING OR OTHER SUITABLE METHODS OF CONTROL. THE CONTRACTOR SHALL COMPLY WITH ALL GOVERNING REGULATIONS PERTAINING TO ENVIRONMENTAL PROTECTION. 14. SOD, WHERE CALLED FOR, MUST BE INSTALLED AND MAINTAINED ON EXPOSED SLOPES WITHIN 48 HOURS OF COMPLETING FINAL GRADING, AND AT ANY OTHER TIME AS NECESSARY, TO PREVENT EROSION, SEDIMENTATION OR TURBID DISCHARGES. 15. THE CONTRACTOR SHALL ENSURE THAT LANDSCAPE ISLAND PLANTING AREAS AND OTHER PLANTING AREAS ARE NOT COMPACTED AND DO NOT CONTAIN ROAD BASE MATERIALS. THE CONTRACTOR SHALL ALSO EXCAVATE AND REMOVE ALL UNDESIRABLE MATERIAL FROM ALL AREAS ON THE SITE TO BE PLANTED AND PROPERLY DISPOSED OF IN A LEGAL MANNER. 16. THE CONTRACTOR SHALL INSTALL ALL UNDERGROUND STORM WATER PIPING PER MANUFACTURER'S RECOMMENDATIONS AND MN/DOT SPECIFICATION. 17. ALL CONCRETE/ASPHALT SHALL BE INSTALLED PER GEOTECH REPORT, CITY OF CORCORAN AND MN/DOT SPECIFICATIONS. 18. SPOT ELEVATIONS ARE TO FLOWLINE OF CURB UNLESS OTHERWISE NOTED. 19. LIMITS OF CONSTRUCTION ARE TO THE PROPERTY LINE UNLESS OTHERWISE SPECIFIED ON THE PLAN. 20. IMMEDIATELY REPORT TO THE OWNER ANY DISCREPANCIES FOUND BETWEEN ACTUAL FIELD CONDITIONS AND CONSTRUCTION DOCUMENTS. 21. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND PROTECTING EXISTING UTILITIES, AND SHALL REPAIR ALL DAMAGE TO EXISTING UTILITIES THAT OCCUR DURING CONSTRUCTION WITHOUT COMPENSATION. 22. BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION BACK TO EXISTING GRADE. 23. ALL PROPOSED GRADES ONSITE SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE INDICATED ON THE PLANS. ANY SLOPES STEEPER THAN 4:1 REQUIRE EROSION AND SEDIMENT CONTROL BLANKET. 24. ADHERE TO ALL TERMS AND CONDITIONS AS NECESSARY IN THE GENERAL N.P.D.E.S. PERMIT AND STORMWATER POLLUTION PREVENTION PLAN FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. 25. ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. 26. CONTRACTOR SHALL ENSURE MINIMUM GRADES ARE MET WITHIN PAVED AREAS, 1.2% FOR ASPHALT PAVING AND 0.6% FOR CONCRETE PAVING. EROSION CONTROL NOTES 1. THE STORM WATER POLLUTION PREVENTION PLAN ("SWPPP") IS COMPRISED OF THE EROSION CONTROL PLAN, THE STANDARD DETAILS, THE PLAN NARRATIVE, ATTACHMENTS INCLUDED IN THE SPECIFICATIONS OF THE SWPPP, PLUS THE PERMIT AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS. 2. ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORM WATER POLLUTION PREVENTION SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN AND THE STATE OF MN NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM GENERAL PERMIT (NPDES PERMIT) AND BECOME FAMILIAR WITH THEIR CONTENTS. 3. BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM TO FEDERAL, STATE, OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, AS APPLICABLE. THE CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY THE PERMITTING AGENCY OR OWNER. 4. SITE ENTRY AND EXIT LOCATIONS SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT THE TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC ROADWAYS. ALL SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ON A PUBLIC ROADWAY MUST BE REMOVED IMMEDIATELY. WHEN WASHING IS REQUIRED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO A PUBLIC ROADWAY, IT SHALL BE DONE IN AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN. ALL FINES IMPOSED FOR DISCHARGING SEDIMENT ONTO PUBLIC AREAS SHALL BE PAID BY THE CONTRACTOR. 5. TEMPORARY SEEDING OR OTHER APPROVED METHODS OF STABILIZATION SHALL BE INITIATED WITHIN 7 DAYS OF THE LAST DISTURBANCE ON ANY AREA OF THE SITE. 6. THE CONTRACTOR SHALL MINIMIZE CLEARING TO THE MAXIMUM EXTENT PRACTICAL OR AS REQUIRED BY THE GENERAL PERMIT. 7. CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING AND STORAGE AREA WHICH SHALL ALSO BE USED AS THE EQUIPMENT MAINTENANCE AND CLEANING AREA, EMPLOYEE PARKING AREA, AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET FACILITIES. 8. ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) SHALL BE DETAINED AND PROPERLY TREATED OR DISPOSED. 9. SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE MAINTAINED ON SITE OR READILY AVAILABLE TO CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLS AND LEAKS. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DUST CONTROL ON SITE. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED. 11. RUBBISH, TRASH, GARBAGE, LITTER, OR OTHER SUCH MATERIALS SHALL BE DEPOSITED INTO SEALED CONTAINERS. MATERIALS SHALL BE PREVENTED FROM LEAVING THE PREMISES THROUGH THE ACTION OF WIND OR STORM WATER DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE. 12. ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED ON THE PLAN SHALL BE INITIATED AS SOON AS IS PRACTICABLE. 13. ALL STAGING AREAS, STOCKPILES, SPOILS, ETC. SHALL BE LOCATED SUCH THAT THEY WILL NOT ADVERSELY AFFECT STORM WATER QUALITY. OTHERWISE, COVERING OR ENCIRCLING THESE AREAS WITH SOME PROTECTIVE MEASURE WILL BE NECESSARY. 14. CONTRACTOR SHALL BE RESPONSIBLE FOR RE-ESTABLISHING ANY EROSION CONTROL DEVICE WHICH THEY DISTURB. EACH CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE OF ANY DEFICIENCIES IN THE ESTABLISHED EROSION CONTROL MEASURES THAT MAY LEAD TO UNAUTHORIZED DISCHARGE OR STORM WATER POLLUTION, SEDIMENTATION, OR OTHER POLLUTANTS. UNAUTHORIZED POLLUTANTS INCLUDE (BUT ARE NOT LIMITED TO) EXCESS CONCRETE DUMPING OR CONCRETE RESIDUE, PAINTS, SOLVENTS, GREASES, FUEL AND LUBRICANT OIL, PESTICIDES, AND ANY SOLID WASTE MATERIALS. 15. EROSION CONTROL DEVICES SHOWN ON THESE PLANS SHALL BE INSTALLED PRIOR TO THE START OF LAND-DISTURBING ACTIVITIES ON THE PROJECT. 16. ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS FOR THIS PROJECT. CHANGES ARE TO BE APPROVED BEFORE CONSTRUCTION BY THE DESIGN ENGINEER AND THE CITY OF CORCORAN ENGINEERING DIVISION. 17. IF THE EROSION CONTROL PLAN AS APPROVED CANNOT CONTROL EROSION AND OFF-SITE SEDIMENTATION FROM THE PROJECT, THE EROSION CONTROL PLAN WILL HAVE TO BE REVISED AND/OR ADDITIONAL EROSION CONTROL DEVICES WILL BE REQUIRED ON SITE. ANY REVISIONS TO THE EROSION CONTROL PLAN MADE BY THE CONTRACTOR MUST BE APPROVED BY THE ENGINEER. EROSION CONTROL MAINTENANCE ALL MEASURES STATED ON THE EROSION AND SEDIMENT CONTROL PLAN, AND IN THE STORM WATER POLLUTION PREVENTION PLAN, SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION AS REQUIRED BY ALL JURISDICTIONS UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED BY A CERTIFIED PERSON AT LEAST ONCE EVERY 7 CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A 0.5" RAINFALL EVENT, AND CLEANED AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING: INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING, OR DETERIORATION. 1. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED, WATERED AND RESEEDED AS NEEDED. FOR MAINTENANCE REQUIREMENTS REFER TO THE STANDARD SPECIFICATIONS. 2. SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED. SEDIMENT SHALL BE REMOVED FROM THE SILT FENCES WHEN IT REACHES ONE-THIRD THE HEIGHT OF THE SILT FENCE. 3. THE CONSTRUCTION ENTRANCE(S) SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE CONSTRUCTION ENTRANCES AS CONDITIONS DEMAND. 4. THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONDITION (SUITABLE FOR PARKING AND STORAGE). THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE TEMPORARY PARKING AS CONDITIONS DEMAND. 5. ALL MAINTENANCE OPERATIONS SHALL BE DONE IN A TIMELY MANNER BUT IN NO CASE LATER THAN 2 CALENDAR DAYS FOLLOWING THE INSPECTION. PAVING AND STRIPING NOTES 1. ALL PAVING, CONSTRUCTION, MATERIALS, AND WORKMANSHIP WITHIN JURISDICTION'S RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH LOCAL OR COUNTY SPECIFICATIONS AND STANDARDS (LATEST EDITION) OR MN/DOT SPECIFICATIONS AND STANDARDS (LATEST EDITION) IF NOT COVERED BY LOCAL OR COUNTY REGULATIONS. 2. ALL SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL DEVICES SHALL CONFORM TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D) AND CITY STANDARDS. 3. CONTRACTOR SHALL FURNISH ALL PAVEMENT MARKINGS FOR FIRE LANES, ROADWAY LANES, PARKING STALLS, ACCESSIBLE PARKING SYMBOLS, ACCESS AISLES, STOP BARS AND SIGNS, AND MISCELLANEOUS STRIPING WITHIN THE PARKING LOT AS SHOWN ON THE PLANS. 4. ALL EXPANSION JOINTS SHALL EXTEND THROUGH THE CURB. 5. THE MINIMUM LENGTH OF OFFSET JOINTS AT RADIUS POINTS SHALL BE 2 FEET. 6. ALL JOINTS, INCLUDING EXPANSION JOINTS WITH REMOVABLE TACK STRIPS, SHALL BE SEALED WITH JOINT SEALANT. 7. THE MATERIALS AND PROPERTIES OF ALL CONCRETE SHALL MEET THE APPLICABLE REQUIREMENTS IN THE A.C.I. (AMERICAN CONCRETE INSTITUTE) MANUAL OF CONCRETE PRACTICE. 8. CONTRACTOR SHALL APPLY A SECOND COATING OVER ALL PAVEMENT MARKINGS PRIOR TO ACCEPTANCE BY OWNER FOLLOWED BY A COAT OF GLASS BEADS AS APPLICABLE PER THE PROJECT DOCUMENTS. 9. ANY EXISTING PAVEMENT, CURBS AND/OR SIDEWALKS DAMAGED OR REMOVED WILL BE REPAIRED BY THE CONTRACTOR AT HIS EXPENSE TO THE SATISFACTION OF THE ENGINEER AND OWNER. 10. BEFORE PLACING PAVEMENT, CONTRACTOR SHALL VERIFY SUITABLE ACCESSIBLE ROUTES (PER A.D.A). GRADING FOR ALL SIDEWALKS AND ACCESSIBLE ROUTES INCLUDING CROSSING DRIVEWAYS SHALL CONFORM TO CURRENT ADA STATE/NATIONAL STANDARDS. IN NO CASE SHALL ACCESSIBLE RAMP SLOPES EXCEED 1 VERTICAL TO 12 HORIZONTAL. IN NO CASE SHALL SIDEWALK CROSS SLOPES EXCEED 2% . IN NO CASE SHALL LONGITUDINAL SIDEWALK SLOPES EXCEED 5%. IN NO CASE SHALL ACCESSIBLE PARKING STALLS OR AISLES EXCEED 2% (1.5% TARGET) IN ALL DIRECTIONS. SIDEWALK ACCESS TO EXTERNAL BUILDING DOORS AND GATES SHALL BE ADA COMPLIANT. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF ADA CRITERIA CANNOT BE MET IN ANY LOCATION PRIOR TO PAVING. NO CONTRACTOR CHANGE ORDERS WILL BE ACCEPTED FOR A.D.A COMPLIANCE ISSUES. 11. MAXIMUM JOINT SPACING IS TWICE THE DEPTH OF THE CONCRETE PAVEMENT IN FEET. REFER TO GEOTECHNICAL REPORT NO. 23-0971 HAUGO GEOTECHNICAL SERVICES MINNEAPOLIS DATED 02/09/2024 S S W D W S 96 5 965 970 961 962 96 2 9 6 3 963 964 964 966 966 967 967 968 969 971 972 973 974 970 966 966 96 7 968 969 971 972 97 3 960 965 956 957 958 959 961 962 963 96 4 975 98 0 985 972 973 974 976 97 7 97 8 97 9 98 1 98 2 98 3 984 97 5 98 0 9 7 3 97 4 9 7 6 9 7 7 97 8 97 9 96 5 961 962 963 964 96 6 9 6 7 968 974 97 3 962 961 961 970 9 7 0 967 9 6 7 968 9 6 8 9 6 9 969 971 97 1 A B C C D D G H H H I I J J K 30' WETLAND SETBACK 30' WETLAND SETBACK 30' WETLAND BUFFER L CO. RD. NO. 10 CO M M E R C E S T WETLAND 2A 3 0 . 0 ' 30 . 0 ' 30.0' 30.0' WETLAND 3 WETLAND 2B WETLAND 1B ONCE CONSTRUCTION IS COMPLETE, REMOVE EXISTING CROSSWALK ACROSS COUNTY ROAD 10 Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 2 0 1 8 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M K: \ T W C _ L D E V \ M I L L E R _ D U N \ S t . T h o m a s T h e A p o s t l e C h u r c h - M a s t e r P l a n \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ C 2 - D E M O P L A N . d w g A p r i l 1 5 , 2 0 2 5 - 9 : 2 5 a m © BY RE V I S I O N S No . DA T E PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N PR E L I M I N A R Y - N O T FO R C O N S T R U C T I O N MW CI T Y C O M M E N T S 1 3/ 1 0 / 2 5 PR E P A R E D F O R DE M O P L A N C200 ST T H O M A S T H E AP O S T L E MI L L E R DU N W I D D I E CO R C O R A N MN DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . MI C H A E L C . B R A N D T 12 / 1 6 / 2 0 2 4 42 6 6 1 DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 0 5 1 2 0 3 2 12 / 1 6 / 2 0 2 4 AS S H O W N GA R GA R MC B 1. THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL, AND DISPOSAL (IN A LOCATION APPROVED BY ALL GOVERNING AUTHORITIES) ALL STRUCTURES, PADS, WALLS, FLUMES, FOUNDATIONS, PARKING, DRIVES, DRAINAGE STRUCTURES, UTILITIES, ETC. SUCH THAT THE IMPROVEMENTS ON THE PLANS CAN BE CONSTRUCTED. ALL FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO SUITABLE MATERIAL AND BROUGHT TO GRADE WITH SUITABLE COMPACTED FILL MATERIAL PER THE PROJECT DOCUMENTS. 2. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE AND DISPOSING THE DEBRIS IN A LAWFUL MANNER. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR DEMOLITION AND DISPOSAL. CONTRACTOR SHALL PROVIDE COPIES OF THE PERMIT AND RECEIPTS OF DISPOSAL OF MATERIALS TO THE OWNER AND OWNERS REPRESENTATIVE. 3. THE CONTRACTOR SHALL MAINTAIN ALL UTILITY SERVICES TO ADJACENT PROPERTIES AT ALL TIMES. UTILITY SERVICES SHALL NOT BE INTERRUPTED WITHOUT APPROVAL FROM THE CONSTRUCTION MANAGER AND COORDINATION WITH THE ADJACENT PROPERTIES AND/OR THE CITY. 4. THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIOR TO THE REMOVAL AND/OR RELOCATION OF UTILITIES. THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANY CONCERNING PORTIONS OF WORK WHICH MAY BE PERFORMED BY THE UTILITY COMPANY'S FORCES AND ANY FEES WHICH ARE TO BE PAID TO THE UTILITY COMPANY FOR THEIR SERVICES. THE CONTRACTOR IS RESPONSIBLE FOR PAYING ALL FEES AND CHARGES. 5. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THE PLAN HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO THE START OF ANY DEMOLITION ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES FOR LOCATIONS OF EXISTING UTILITIES WITHIN ALL AREAS OF PROPOSED WORK. 6. ALL EXISTING SEWERS, PIPING AND UTILITIES SHOWN ARE NOT TO BE INTERPRETED AS THE EXACT LOCATION, OR AS ANY OBSTACLES THAT MAY OCCUR ON THE SITE. VERIFY EXISTING CONDITIONS AND PROCEED WITH CAUTION AROUND ANY ANTICIPATED FEATURES. GIVE NOTICE TO ALL UTILITY COMPANIES REGARDING DESTRUCTION AND REMOVAL OF ALL SERVICE LINES AND CAP ALL LINES BEFORE PRECEDING WITH THE WORK. 7. ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC, AND/OR GAS LINES NEEDING TO BE REMOVED OR RELOCATED SHALL BE COORDINATED WITH THE AFFECTED UTILITY COMPANY. ADEQUATE TIME SHALL BE PROVIDED FOR RELOCATION AND CLOSE COORDINATION WITH THE UTILITY COMPANY IS NECESSARY TO PROVIDE A SMOOTH TRANSITION IN UTILITY SERVICE. CONTRACTOR SHALL PAY CLOSE ATTENTION TO EXISTING UTILITIES WITHIN ANY ROAD RIGHT-OF-WAY DURING CONSTRUCTION. 8. CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES, ENCLOSURES, ETC. (AND OTHER APPROPRIATE BEST MANAGEMENT PRACTICES) AS APPROVED BY THE CONSTRUCTION MANAGER. MAINTENANCE OF TRAFFIC CONTROL SHALL BE COORDINATED IN ACCORDANCE WITH CORCORAN, <COUNTY> COUNTY AND MN/DOT. 9. CONTRACTOR SHALL MAINTAIN ACCESS TO ALL ADJACENT PROPERTIES DURING CONSTRUCTION, AND SHALL NOTIFY ALL PROPERTIES IF ACCESS WILL BE INTERRUPTED OR ALTERED AT ANY TIME DURING CONSTRUCTION. 10. PRIOR TO DEMOLITION OCCURRING, ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED. 11. CONTRACTOR MAY LIMIT SAW-CUT AND PAVEMENT REMOVAL TO ONLY THOSE AREAS WHERE IT IS REQUIRED AS SHOWN ON THESE CONSTRUCTION PLANS BUT IF ANY DAMAGE IS INCURRED ON ANY OF THE SURROUNDING PAVEMENT, ETC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ITS REMOVAL AND REPAIR. 12. THE CONTRACTOR SHALL COORDINATE WATER MAIN WORK WITH THE FIRE DEPT. AND THE CITY WATER DEPARTMENT TO PLAN PROPOSED IMPROVEMENTS AND TO ENSURE ADEQUATE FIRE PROTECTION IS CONSTANTLY AVAILABLE TO THE SITE THROUGHOUT THIS SPECIFIC WORK AND THROUGH ALL PHASES OF CONSTRUCTION. CONTRACTOR WILL BE RESPONSIBLE FOR ARRANGING/PROVIDING ANY REQUIRED WATER MAIN SHUT OFFS WITH THE CITY OF CORCORAN DURING CONSTRUCTION. ANY COSTS ASSOCIATED WITH WATER MAIN SHUT OFFS WILL BE THE RESPONSIBILITY OF THE CONTRACTOR AND NO EXTRA COMPENSATION WILL BE PROVIDED. 13. REFER TO SURVEY FOR ALL EXISTING INVERT AND RIM ELEVATIONS. 14. ALL UTILITIES SHOWN ARE EXISTING UTILITIES. 15. IN THE EVENT A WELL IS FOUND, THE CONTRACTOR SHALL CONTACT THE ENGINEER AND OWNER IMMEDIATELY. ALL WELLS SHALL BE SEALED BY A LICENSED WELL CONTRACTOR IN ACCORDANCE WITH ALL STATE OF MN REQUIREMENTS. 16. IN THE EVENT THAT UNKNOWN CONTAINERS OR TANKS ARE ENCOUNTERED, THE CONTRACTOR SHALL CONTACT THE OWNER AND/OR OWNERS REPRESENTATIVE IMMEDIATELY. ALL CONTAINERS SHALL BE DISPOSED OF AT A PERMITTED LANDFILL PER THE PROJECT DOCUMENTS. 17. CONTRACTOR SHALL NOTIFY THE ENGINEER IF ANY EXISTING DRAINTILE IS ENCOUNTERED ON SITE. NO ACTIVE DRAINTILE SHALL BE REMOVED WITHOUT APPROVAL FROM THE ENGINEER. DEMOLITION PLAN NOTES LIMITS OF CONSTRUCTION REMOVE GRAVEL SURFACE REMOVE BUILDING REMOVE TREE REMOVE UTILITY LINES PROPERTY LINE EXISTING OVERHEAD POWER LINE EXISTING STORM SEWER EXISTING GAS MAIN EXISTING CONTOUR928 EXISTING SIGN EXISTING STORM MANHOLE EXISTING GUY WIRE EXISTING POWER POLE EXISTING LIGHT POLE EXISTING TREE CLEARING & GRUBBING EXISTING TREE LINE LEGEND D FULL DEPTH SAWCUT NORTH Know what'sbelow. before you dig.Call R EXISTING WETLAND KEYNOTE LEGEND REMOVE SEPTIC CAP WELL RELOCATE POWER POLE - COORDINATE WITH UTILITY COMPANY RELOCATE SIGN RAISE UTILITY BOX TO GRADE PROTECT TREE PROTECT SIGN PROTECT UTILITY POLE/LINE PROTECT UTILITY BOX REMOVE RETAINING WALL REMOVE FLARED END SECTION REMOVE LIGHT POLE A B C D E F G H I J K L 0GRAPHIC SCALE IN FEET 50 25 50 100 W EXISTING WELL EXISTING RETAINING WALL S W D S 96 5 965 970 961 962 96 2 9 6 3 963 964 964 966 966 967 967 968 969 971 972 973 974 970 966 966 96 7 968 969 971 972 97 3 960 965 956 957 958 959 961 962 963 96 4 975 98 0 985 972 973 974 976 97 7 97 8 97 9 98 1 98 2 98 3 984 97 5 98 0 9 7 3 97 4 9 7 6 9 7 7 97 8 97 9 96 5 961 962 963 964 96 6 9 6 7 968 974 97 3 962 961 961 970 9 7 0 967 9 6 7 968 9 6 8 9 6 9 969 971 97 1 CO. RD. NO. 10 CO M M E R C E S T 3 0 . 0 ' 30 . 0 ' 30.0' 30.0' PROPOSED WETLAND IMPACT AREA ±0.42 AC PR E P A R E D F O R WE T L A N D I M P A C T C201 ST T H O M A S T H E AP O S T L E MI L L E R DU N W I D D I E CO R C O R A N MN DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . MI C H A E L C . B R A N D T 12 / 1 6 / 2 0 2 4 42 6 6 1 DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 0 5 1 2 0 3 2 12 / 1 6 / 2 0 2 4 AS S H O W N GA R GA R MC B LIMITS OF CONSTRUCTION PROPERTY LINE EXISTING OVERHEAD POWER LINE EXISTING GAS MAIN EXISTING CONTOUR928 EXISTING SIGN EXISTING POWER POLE EXISTING LIGHT POLE EXISTING TREE LEGEND NORTH Know what'sbelow. before you dig.Call EXISTING WETLAND DISTURBED WETLAND 0GRAPHIC SCALE IN FEET 50 25 50 100 Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 2 0 1 8 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M K: \ T W C _ L D E V \ M I L L E R _ D U N \ S t . T h o m a s T h e A p o s t l e C h u r c h - M a s t e r P l a n \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ C 2 - D E M O P L A N . d w g A p r i l 1 5 , 2 0 2 5 - 9 : 2 5 a m BY RE V I S I O N S No . DA T E PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N PR E L I M I N A R Y - N O T FO R C O N S T R U C T I O N MW CI T Y C O M M E N T S 1 3/ 1 0 / 2 5 S S W D W S S S CO. RD. NO. 10 CO M M E R C E S T WETLAND 3 PROPOSED CHURCH FFE: 976.50 WETLAND 2B WETLAND 1BWETLAND 2A P1 MH: 28 P1 MH: 28 P1 MH: 28 P1 MH: 28 P3 MH: 28 P2 MH: 28 P2 MH: 28 1 3 2 4 6 5 7 9 8 10 12 11 1314 17 18 21 20 19 15 16 A B Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 2 0 1 8 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M K: \ T W C _ L D E V \ M I L L E R _ D U N \ S t . T h o m a s T h e A p o s t l e C h u r c h - M a s t e r P l a n \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ L 1 - T R E E I N V E N T O R Y A N D P R E S p L A N . d w g A p r i l 1 5 , 2 0 2 5 - 9 : 2 6 a m BY RE V I S I O N S No . DA T E PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N PR E L I M I N A R Y - N O T FO R C O N S T R U C T I O N MW CI T Y C O M M E N T S 1 3/ 1 0 / 2 5 PR E P A R E D F O R TR E E I N V E N T O R Y AN D PR E S E R V A T I O N PL A N C203 ST T H O M A S T H E AP O S T L E MI L L E R DU N W I D D I E CO R C O R A N MN DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L LA N D S C A P E A R C H I T E C T U N D E R T H E L A W S O F TH E S T A T E O F M I N N E S O T A . MN LI C . N O . RY A N A . H Y L L E S T E D , P L A 12 / 1 6 / 2 0 2 4 53 8 2 8 DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 0 5 1 2 0 3 2 12 / 1 6 / 2 0 2 4 AS S H O W N CF K CF K RA H LIMITS OF CONSTRUCTION TREE TO BE REMOVED PROPERTY LINE TREE TO REMAIN LEGEND 1. PRUNING WILL BE DONE BY PROFESSIONALS DURING APPROPRIATE PRUNING SEASON. 2. NO STORAGE OF MATERIALS, OPERATION OF MACHINERY, OR DEVELOPMENT OF ANY SORT WILL OCCUR WITHIN THE FENCE-LINE WITHOUT APPROVAL IN WRITING FROM CITY. 3. SITE GRADING TO BE DONE ONLY AFTER PROTECTIVE MEASURES HAVE BEEN TAKEN, CITY HAS APPROVED FENCING LOCATIONS, AND ALL CONTRACTORS HAVE BEEN BREIFED ON TREE PRESERVATION TECHNIQUES. 4. EXISTING TREES TO REMAIN OR REMOVED TO BE CLEARLY IDENTIFIED, WITHIN DISTURBANCE LIMITS AND 10' OUTSIDE OF THE DISTURBANCE LIMITS. 5. TREE PRESERVATION TO BE APPROVED BY OWNER AND PER LOCAL GOVERNMENTAL AUTHORITY. TREE PROTECTION NOTES KEYNOTE LEGEND EXISTING TREE TO BE REMOVED (TYP.) LIMITS OF CONSTRUCTION (TYP.) A B EXISTING VEGETATION EDGE 0GRAPHIC SCALE IN FEET 50 25 50 100 NORTH TAG #SPECIES DBH MULTISTEM STATUS CONDITION 1 SPRUCE 20 REMOVED GOOD 2 SPRUCE 14 REMOVED GOOD 3 SPRUCE 14 REMOVED GOOD 4 SPRUCE 12 REMOVED GOOD 5 SPRUCE 12 REMOVED GOOD 6 SPRUCE 15 REMOVED GOOD 7 SPRUCE 11 REMOVED GOOD 8 SPRUCE 20 REMOVED GOOD 9 SPRUCE 9 REMOVED POOR 10 SPRUCE 17 REMOVED GOOD 11 SPRUCE 13 REMOVED GOOD 12 SPRUCE 13 REMOVED GOOD 13 DECIDUOUS 60 12,12,12,6,6,6,6,6 REMOVED GOOD 14 DECIDUOUS 44 10,10,10,8,6 REMOVED GOOD 15 EASTERN RED CEDAR 23 REMOVED GOOD 16 EASTERN RED CEDAR 24 REMOVED GOOD 17 BOXELDER 60 REMOVED POOR 18 EASTERN RED CEDAR 28 REMOVED GOOD 19 CRAB APPLE 15 REMOVED GOOD 20 ELM 42 REMOVED GOOD 21 EASTERN RED CEDAR 35 REMOVED GOOD WWW WETLAND 3 960 965 961 962 963 964 966 967 968 96 5 96 5 9 7 0 962 9 6 2 96 3 9 6 3 964 9 6 4 966 96 6 967 96 7 96 8 9 6 9 97 1 972 97 3 970 97 5 966 966 967 968 969 971 972 973 974 97 0 97 5 98 0 985 96 6 96 7 96 8 96 9 97 1 97 2 97 3 97 4 97 6 977 97 8 97 9 98 1 98 2 98 3 984 960 960 965 9 6 5 961 961 96 2 962 963 9 6 3 9 6 4 964 966 966 967 967 968 968 970 975 9 8 0 9 8 5 968 969 971 972 973 974 976 977 978 979 981 9 8 2 9 8 3 9 8 4 30' WETLAND SETBACK 30' WETLAND SETBACK 30' WETLAND BUFFER PROPOSED ROCK CONSTRUCTION ENTRANCE 1 1 : 1 17:1 20:1 13 : 1 25:1 32:1 18 : 1 13:1 15:1 21:1 19: 1 15:1 48 : 1 12:1 16:1 2 6 : 1 26:1 12:1 32:1 1 9 : 1 1 0 : 1 1 1 : 1 1 1 : 1 23:1 32: 1 45:1 4 1 : 1 DOUBLE SILT FENCE OFFSET FOR CLARITY DOUBLE SILT FENCE OFFSET FOR CLARITY 20.0' MIN. 75 . 0 ' M I N . 42: 1 975 98 0 9 7 4 97 6 97 7 97 8 97 9 9 8 1 CO. RD. NO. 10 CO M M E R C E S T WETLAND 1BWETLAND 2A PROPOSED TEMPORARY SEDIMENT BASIN 9800 SF MIN. BASIN TO BE CONSTRUCTED AT 3:1 SLOPE. CONTRACTOR TO CHECK SLOPES AFTER LARGE RAIN EVENTS Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 2 0 1 8 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M K: \ T W C _ L D E V \ M I L L E R _ D U N \ S t . T h o m a s T h e A p o s t l e C h u r c h - M a s t e r P l a n \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ C 3 - E R O S P H 1 P L A N . d w g A p r i l 1 5 , 2 0 2 5 - 9 : 2 6 a m BY RE V I S I O N S No . DA T E PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N PR E L I M I N A R Y - N O T FO R C O N S T R U C T I O N MW CI T Y C O M M E N T S 1 3/ 1 0 / 2 5 PR E P A R E D F O R ER O S I O N A N D SE D I M E N T CO N T R O L P L A N - PH A S E 1 C300 ST T H O M A S T H E AP O S T L E MI L L E R DU N W I D D I E CO R C O R A N MN DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . MI C H A E L C . B R A N D T 12 / 1 6 / 2 0 2 4 42 6 6 1 DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 0 5 1 2 0 3 2 12 / 1 6 / 2 0 2 4 AS S H O W N GA R GA R MC B EROSION CONTROL PLAN NOTES 1. ALL PERIMETER SILT FENCE AND ROCK CONSTRUCTION ENTRANCES SHALL BE INSTALLED PRIOR TO CONSTRUCTION. 2. THE CONTRACTOR SHALL CONSTRUCT DRAINAGE BASINS PRIOR TO SITE GRADING. 3. THE CONTRACTOR SHALL INSTALL CATCH BASIN EROSION CONTROL MEASURES. 4. WITHIN TWO WEEKS (14 DAYS) OF SITE GRADING, ALL DISTURBED AREAS SHALL BE STABILIZED WITH SEED, SOD, OR ROCK BASE. REFER TO LANDSCAPE PLANS FOR MATERIALS. 5. ALL EROSION CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH CITY, STATE, AND WATERSHED DISTRICT PERMITS. 6. THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES, INCLUDING THE REMOVAL OF SILT IN FRONT OF SILT FENCES DURING THE DURATION OF THE CONSTRUCTION. 7. ANY EXCESS SEDIMENT IN PROPOSED BASINS SHALL BE REMOVED BY THE CONTRACTOR. 8. REMOVAL ALL EROSION CONTROL MEASURES AFTER VEGETATION IS ESTABLISHED. 9. THE CONTRACTOR SHALL REMOVE ALL SOILS AND SEDIMENT TRACKED ONTO EXISTING STREETS AND PAVED AREAS AND SHALL SWEEP ADJACENT STREETS AS NECESSARY IN ACCORDANCE WITH CITY REQUIREMENTS. 10. IF BLOWING DUST BECOMES A NUISANCE, THE CONTRACTOR SHALL APPLY WATER FROM A TANK TRUCK TO ALL CONSTRUCTION AREAS. UPON IMPLEMENTATION AND INSTALLATION OF THE FOLLOWING AREAS: TRAILER, PARKING, LAYDOWN, PORTA-POTTY, WHEEL WASH, CONCRETE WASHOUT, FUEL AND MATERIAL STORAGE CONTAINERS, SOLID WASTE CONTAINERS, ETC., IMMEDIATELY DENOTE THEM ON THE SITE MAPS AND NOTE ANY CHANGES IN LOCATION AS THEY OCCUR THROUGHOUT THE CONSTRUCTION PROCESS. BMP AND EROSION CONTROL INSTALLATION SEQUENCE SHALL BE AS FOLLOWS: 1. INSTALL INLET PROTECTION AT EXISTING STORMWATER CULVERTS. 2. CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE (1), CONCRETE WASHOUT PIT (1) AND INSTALL SILT FENCE. 3. PREPARE TEMPORARY PARKING AND STORAGE AREA. 4. CONSTRUCT AND STABILIZE DIVERSIONS AND TEMPORARY SEDIMENT TRAPS. 5. PERFORM CLEARING AND GRUBBING OF THE SITE. PERFORM MASS GRADING. ROUGH GRADE TO ESTABLISH PROPOSED DRAINAGE PATTERNS. 6. START CONSTRUCTION OF THE BUILDING PAD AND STRUCTURES. 7. TEMPORARILY SEED WITH PURE LIVE SEED, THROUGHOUT CONSTRUCTION, DISTURBED AREAS THAT WILL BE INACTIVE FOR 14 DAYS OR MORE OR AS REQUIRED BY NPDES AND/OR CITY OF CORCORAN GRADING PERMIT. SEQUENCE OF CONSTRUCTION: ROCK ENTRANCE SILT FENCE LIMITS OF DISTURBANCE LEGEND PHASE I BMP QUANTITIES SILT FENCE ±1450LF ROCK CONSTRUCTION ENTRANCE 1 EA THE CONTRACTOR MUST UPDATE THE SWPPP BY NOTING ON THE SITE MAPS IN THE JOB SITE BINDER TO REFLECT THE PROGRESS OF CONSTRUCTION ACTIVITIES AND GENERAL CHANGES TO THE PROJECT SITE FOR THE DURATION OF LAND DISTURBING ACTIVITIES. AT A MINIMUM, UPDATES SHALL BE MADE DAILY TO TRACK CONSTRUCTION PROGRESS DESCRIBED IN THE SEQUENCE OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR NOTING THE LOCATION OF THE JOB SITE TRAILER, TEMPORARY PARKING & LAYDOWN AREAS, PORTA-POTTY, WHEEL WASH, CONCRETE WASHOUT, FUEL & MATERIAL STORAGE, SOLID WASTE CONTAINERS, AND OTHER CONSTRUCTION RELATED FACILITIES THAT MAY IMPACT STORMWATER RUNOFF. SWPPP UPDATES & AMENDMENTS NORTH Know what'sbelow. before you dig.Call0GRAPHIC SCALE IN FEET502550100 PROPERTY SUMMARY ST THOMAS THE APOSTLE TOTAL PROPERTY AREA 310,489 SF (7.13 AC) TOTAL DISTURBED AREA 230,757 SF (5.30 AC) EXISTING IMPERVIOUS AREA 4,460 SF (0.102 AC) PROPOSED IMPERVIOUS AREA 106,552 SF (2.45 AC) PROPOSED IMPERVIOUS COVERAGE 34.3% PROPERTY LINE 970 EXISTING CONTOUR EXISTING WETLAND 0.0%EXISTING SLOPE S W D S 9 6 0 965 9 6 1 9 6 2 96 3 964 97 0 975 96 6 96 7 96 8 96 9 97 1 97 2 97 3 974 97 6 97 7 9 6 5 9 7 0 9 6 2 9 6 2 9 6 3 9 6 3 96 4 9 6 4 96 6 9 6 7 968 969 9 7 1 9 7 2 97 3 960 965 957 958 959 96 1 962 96 3 96 4 966 9 6 7 CO. RD. NO. 10 CO M M E R C E S T WETLAND 3 PROPOSED CHURCH FFE: 976.50 WETLAND 2B WETLAND 1B PROPOSED BMP #1 NWL: 960.50 100-YR HWL: 961.60 DRAINTILE IE: 958.50 WATER QUALITY STORAGE: 13,918 CF TOTAL STORAGE: 58,243 CF PROPOSED BMP #2 100-YR HWL: 970.21 NWL: 969.00 DRAINTILE IE: 967.00 WATER QUALITY STORAGE: 18,290 CF TOTAL STORAGE: 58,622 CF WETLAND 2A P1 MH: 28 P1 MH: 28 P1 MH: 28 P1 MH: 28 P3 MH: 28 P2 MH: 28 P2 MH: 28 970 96 6 96 7 968 969 971 972 973 974 DOUBLE SILT FENCE OFFSET FOR CLARITY DOUBLE SILT FENCE OFFSET FOR CLARITY 97 0 96 4 96 6 96 8 97 2 970 964964 966 968 972 970 964 966 968 97 2 9 7 4 974 976 97 8 970 966 96 8 972 960958 962 Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 2 0 1 8 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M K: \ T W C _ L D E V \ M I L L E R _ D U N \ S t . T h o m a s T h e A p o s t l e C h u r c h - M a s t e r P l a n \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ C 3 - E R O S P H 2 P L A N . d w g A p r i l 1 5 , 2 0 2 5 - 9 : 2 6 a m BY RE V I S I O N S No . DA T E PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N PR E L I M I N A R Y - N O T FO R C O N S T R U C T I O N MW CI T Y C O M M E N T S 1 3/ 1 0 / 2 5 PR E P A R E D F O R ER O S I O N A N D SE D I M E N T CO N T R O L P L A N - PH A S E 2 C301 ST T H O M A S T H E AP O S T L E MI L L E R DU N W I D D I E CO R C O R A N MN DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . MI C H A E L C . B R A N D T 12 / 1 6 / 2 0 2 4 42 6 6 1 DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 0 5 1 2 0 3 2 12 / 1 6 / 2 0 2 4 AS S H O W N GA R GA R MC B EROSION CONTROL PLAN NOTES 1. ALL PERIMETER SILT FENCE AND ROCK CONSTRUCTION ENTRANCES SHALL BE INSTALLED PRIOR TO CONSTRUCTION. 2. THE CONTRACTOR SHALL CONSTRUCT DRAINAGE BASINS PRIOR TO SITE GRADING. 3. THE CONTRACTOR SHALL INSTALL CATCH BASIN EROSION CONTROL MEASURES. 4. WITHIN TWO WEEKS (14 DAYS) OF SITE GRADING, ALL DISTURBED AREAS SHALL BE STABILIZED WITH SEED, SOD, OR ROCK BASE. REFER TO LANDSCAPE PLANS FOR MATERIALS. 5. ALL EROSION CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH CITY, STATE, AND WATERSHED DISTRICT PERMITS. 6. THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES, INCLUDING THE REMOVAL OF SILT IN FRONT OF SILT FENCES DURING THE DURATION OF THE CONSTRUCTION. 7. ANY EXCESS SEDIMENT IN PROPOSED BASINS SHALL BE REMOVED BY THE CONTRACTOR. 8. REMOVAL ALL EROSION CONTROL MEASURES AFTER VEGETATION IS ESTABLISHED. 9. THE CONTRACTOR SHALL REMOVE ALL SOILS AND SEDIMENT TRACKED ONTO EXISTING STREETS AND PAVED AREAS AND SHALL SWEEP ADJACENT STREETS AS NECESSARY IN ACCORDANCE WITH CITY REQUIREMENTS. 10. IF BLOWING DUST BECOMES A NUISANCE, THE CONTRACTOR SHALL APPLY WATER FROM A TANK TRUCK TO ALL CONSTRUCTION AREAS. UPON IMPLEMENTATION AND INSTALLATION OF THE FOLLOWING AREAS: TRAILER, PARKING, LAYDOWN, PORTA-POTTY, WHEEL WASH, CONCRETE WASHOUT, FUEL AND MATERIAL STORAGE CONTAINERS, SOLID WASTE CONTAINERS, ETC., IMMEDIATELY DENOTE THEM ON THE SITE MAPS AND NOTE ANY CHANGES IN LOCATION AS THEY OCCUR THROUGHOUT THE CONSTRUCTION PROCESS. BMP AND EROSION CONTROL INSTALLATION SEQUENCE SHALL BE AS FOLLOWS: 1. TEMPORARILY SEED, THROUGHOUT CONSTRUCTION, DENUDED AREAS THAT WILL BE INACTIVE FOR 7 DAYS OR MORE. 2. INSTALL UTILITIES, UNDERDRAINS, STORM SEWERS, UNDERGROUND SYSTEM, CURBS AND GUTTERS. 3. INSTALL APPROPRIATE INLET PROTECTION AT ALL STORM SEWER STRUCTURES AS EACH INLET STRUCTURE IS INSTALLED. 4. PERMANENTLY STABILIZE AREAS TO BE VEGETATED AS THEY ARE BROUGHT TO FINAL GRADE. 5. PREPARE SITE FOR PAVING. 6. PAVE SITE AND INSTALL STRIPING. 7. INSTALL APPROPRIATE INLET PROTECTION DEVICES FOR PAVED AREAS AS WORK PROGRESSES. 8. COMPLETE GRADING AND INSTALLATION OF PERMANENT STABILIZATION OVER ALL AREAS. 9. OBTAIN CONCURRENCE WITH THE CIVIL ENGINEERING CONSULTANT THAT THE SITE HAS BEEN FULLY STABILIZED THEN: 1. REMOVE ALL REMAINING TEMPORARY EROSION ADN SEDIMENT CONTROL DEVICES 2. STABILIZE ANY AREAS DISTURBED BY THE REMOVAL OF BMPS. SEQUENCE OF CONSTRUCTION: ROCK ENTRANCE INLET PROTECTION SILT FENCE LIMITS OF DISTURBANCE BIOROLL LEGEND EROSION CONTROL BLANKET PHASE II BMP QUANTITIES SILT FENCE ±1600 LF EROSION CONTROL BLANKET ±35,500 SF INLET PROTECTION 9 EA DITCH CHECK 6 EA THE CONTRACTOR MUST UPDATE THE SWPPP BY NOTING ON THE SITE MAPS IN THE JOB SITE BINDER TO REFLECT THE PROGRESS OF CONSTRUCTION ACTIVITIES AND GENERAL CHANGES TO THE PROJECT SITE FOR THE DURATION OF LAND DISTURBING ACTIVITIES. AT A MINIMUM, UPDATES SHALL BE MADE DAILY TO TRACK CONSTRUCTION PROGRESS DESCRIBED IN THE SEQUENCE OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR NOTING THE LOCATION OF THE JOB SITE TRAILER, TEMPORARY PARKING & LAYDOWN AREAS, PORTA-POTTY, WHEEL WASH, CONCRETE WASHOUT, FUEL & MATERIAL STORAGE, SOLID WASTE CONTAINERS, AND OTHER CONSTRUCTION RELATED FACILITIES THAT MAY IMPACT STORMWATER RUNOFF. SWPPP UPDATES & AMENDMENTS PROPERTY SUMMARY ST THOMAS THE APOSTLE TOTAL PROPERTY AREA 310,489 SF (7.13 AC) TOTAL DISTURBED AREA 230,757 SF (5.30 AC) EXISTING IMPERVIOUS AREA 4,460 SF (0.102 AC) PROPOSED IMPERVIOUS AREA 106,552 SF (2.32 AC) PROPOSED IMPERVIOUS COVERAGE 34.3% NORTH Know what'sbelow. before you dig.Call0GRAPHIC SCALE IN FEET 50 25 50 100 Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 2 0 1 8 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M K: \ T W C _ L D E V \ M I L L E R _ D U N \ S t . T h o m a s T h e A p o s t l e C h u r c h - M a s t e r P l a n \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ C 3 - E R O S D E T A I L S . d w g A p r i l 1 5 , 2 0 2 5 - 9 : 2 7 a m BY RE V I S I O N S No . DA T E PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N PR E L I M I N A R Y - N O T FO R C O N S T R U C T I O N MW CI T Y C O M M E N T S 1 3/ 1 0 / 2 5 PR E P A R E D F O R ER O S I O N A N D SE D I M E N T CO N T R O L D E T A I L S C302 ST T H O M A S T H E AP O S T L E MI L L E R DU N W I D D I E CO R C O R A N MN DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . MI C H A E L C . B R A N D T 12 / 1 6 / 2 0 2 4 42 6 6 1 DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 0 5 1 2 0 3 2 12 / 1 6 / 2 0 2 4 AS S H O W N GA R GA R MC B Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 2 0 1 8 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M K: \ T W C _ L D E V \ M I L L E R _ D U N \ S t . T h o m a s T h e A p o s t l e C h u r c h - M a s t e r P l a n \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ C 3 - E R O S D E T A I L S . d w g A p r i l 1 5 , 2 0 2 5 - 9 : 2 8 a m BY RE V I S I O N S No . DA T E PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N PR E L I M I N A R Y - N O T FO R C O N S T R U C T I O N MW CI T Y C O M M E N T S 1 3/ 1 0 / 2 5 PR E P A R E D F O R ER O S I O N A N D SE D I M E N T CO N T R O L D E T A I L S C303 ST T H O M A S T H E AP O S T L E MI L L E R DU N W I D D I E CO R C O R A N MN DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . MI C H A E L C . B R A N D T 12 / 1 6 / 2 0 2 4 42 6 6 1 DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 0 5 1 2 0 3 2 12 / 1 6 / 2 0 2 4 AS S H O W N GA R GA R MC B COPY OF CONSTRUCTION SITE NOTICE COPY OF WATERSHED PERMIT AUTHORIZATION COPY OF LAND DISTURBANCE PERMIT SWPPP INFORMATION DETAILED DESCRIPTION OF THE LOCATION OF THE SWPPP DOCUMENTATION (BINDER AND SITE MAPS) ON THE SITE. 3' ( M I N I M U M ) SIGN TO BE CONSTRUCTED OF A RIGID MATERIAL, SUCH AS PLYWOOD OR OUTDOOR SIGN BOARD. SIGN MUST BE CONSTRUCTED IN A MANNER TO PROTECT DOCUMENTS FROM DAMAGE DUE TO WEATHER (WIND, SUN, MOISTURE, ETC.). "SWPPP INFORMATION" MUST BE DISPLAYED PROMINENTLY ACROSS THE TOP OF THE SIGN, AS SHOWN IN THE DETAIL. 3' ( M I N I M U M ) NOTES: 1. THE SWPPP INFORMATION SIGN MUST BE LOCATED IN A PROMINENT, PUBLICLY ACCESSIBLE LOCATION NEAR THE MAIN ENTRANCE OF THE SITE, SUCH THAT THE DOCUMENTATION CAN BE READ WITHOUT ACCESSING THE JOBSITE, BUT NOT OBSTRUCTING VIEWS AS TO CAUSE A TRAFFIC SAFETY HAZARD. 2. ALL POSTED DOCUMENTS MUST BE MAINTAINED IN A CLEARLY READABLE CONDITION AT ALL TIMES THROUGHOUT CONSTRUCTION AND UNTIL THE NOTICE-OF-TERMINATION (NOT) IS FILED FOR THE PERMIT. 3. ALL PAGES OF NOTICES OF INTENT AND PERMIT AUTHORIZATIONS MUST BE POSTED. THE CONTRACTOR MAY UTILIZE ACCESSIBLE WATERPROOF FOLDERS TO STORE THESE DOCUMENTS IF IT WILL BE DIFFICULT TO POST ALL PAGES INDIVIDUALLY. 4. CONTRACTOR SHALL POST OTHER STORMWATER AND/OR EROSION AND SEDIMENT CONTROL RELATED PERMITS ON THE SIGN AS REQUIRED BY THE GOVERNING AGENCIES. 5. SUBSEQUENT PERMIT MODIFICATION REQUESTS OR RENEWAL APPLICATIONS AND THEIR ASSOCIATED AUTHORIZATIONS OR RESPONSES SHALL BE POSTED ON THE SWPPP SIGN. 6. SIGN SHALL BE LOCATED OUTSIDE OF PUBLIC RIGHT-OF-WAY AND EASEMENTS UNLESS APPROVED BY THE GOVERNING AGENCY. 7. CONTRACTOR IS RESPONSIBLE FOR ENSURING STABILITY OF THE SWPPP INFORMATION SIGN. COPY OF GENERAL CONTRACTOR NOI SCALE: NTS SWPPP INFORMATION SIGN1 W CO. RD. NO. 10 CO M M E R C E S T WETLAND 3 PROPOSED CHURCH FFE: 976.50 WETLAND 2B WETLAND 1B PROPOSED BMP #1 NWL: 960.50 100-YR HWL: 961.60 DRAINTILE IE: 958.50 WATER QUALITY STORAGE: 13,918 CF TOTAL STORAGE: 58,243 CF PROPOSED BMP #2 100-YR HWL: 970.21 NWL: 969.00 DRAINTILE IE: 967.00 WATER QUALITY STORAGE: 18,290 CF TOTAL STORAGE: 58,622 CF WETLAND 2A NO P A R K I N G NO P A R K I N G NO P A R K I N G NO P A R K I N G NO P A R K I N G NO P A R K I N G NO P A R K I N G NO P A R K I N G P1 MH: 28 P1 MH: 28 P1 MH: 28 P1 MH: 28 P3 MH: 28 P2 MH: 28 P2 MH: 28 30' WETLAND BUFFER EXISTING CEMETERY 100' STRUCTURE SETBACK 30' WETLAND BUFFER PROPERTY LINE EXISTING STRUCTURE 50' SETBACK SANITARY SEWER EASEMENT SEE SURVEY ELECTRICAL EASEMENT EXISTING STRUCTURES TO REMAIN 50' SETBACK 50' SETBACK 150' TAPER 200' RIGHT TURN LANE 30' WETLAND BUFFER EXISTING PARISH CENTER EXISTING UTILITY BOXES PROPOSED 20' PUBLIC WATER EASEMENT MATCHLINE - SEE SHEET C401 MATCHLINE - SEE SHEET C402 MATCHLINE - SEE SHEET C403 MATCHLINE - SEE SHEET C402 PROPOSED CURB AND GUTTER PROPERTY LINE SETBACK LINE LEGEND DRAINAGE AND UTILITY EASEMENT STANDARD DUTY ASPHALT PAVMENT SEE SHEET C402 FOR SECTION COMMERCIAL DRIVEWAY PAVEMENT SEE SHEET C401 FOR SECTION CONCRETE SIDEWALK SEE SHEET C402 FOR SECTION STORM WATER AREA SEE GRADING PLAN FOR DETAILS WETLAND SETBACK LINE EXISTING WETLAND GRAVEL ROAD SEE SHEET C401 FOR SECTION RETAINING WALL HEAVY DUTY CONCRETE SEE SHEET C402 FOR SECTION LIMITS OF CONSTRUCTION PR E P A R E D F O R OV E R A L L S I T E PL A N C400 ST T H O M A S T H E AP O S T L E MI L L E R DU N W I D D I E CO R C O R A N MN DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 0 5 1 2 0 3 2 12 / 1 6 / 2 0 2 4 AS S H O W N GA R KB P MC B BUILDING DATA SUMMARY AREAS PROPOSED PROPERTY 310,489 SF (7.13 AC) BUILDING AREA 11,170 SF (3.6% OF TOTAL PROPERTY AREA) PARKING REQUIRED PARKING 1 SPACE PER EVERY 4 SEATS (408 SEATS / 4 = 102 SPACES) PROPOSED PARKING 102 SPACES ADA STALLS REQ'D / PROVIDED 5 STALLS / 14 STALLS Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 2 0 1 8 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M K: \ T W C _ L D E V \ M I L L E R _ D U N \ S t . T h o m a s T h e A p o s t l e C h u r c h - M a s t e r P l a n \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ C 4 - S I T E P L A N . d w g A p r i l 1 5 , 2 0 2 5 - 9 : 2 8 a m © BY RE V I S I O N S No . DA T E PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N PR E L I M I N A R Y - N O T FO R C O N S T R U C T I O N MW CI T Y C O M M E N T S 1 3/ 1 0 / 2 5 SITE PLAN NOTES 1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY REGULATIONS AND CODES AND O.S.H.A. STANDARDS. 2. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF STOOPS, TRASH ENCLOSURES, SIDEWALKS & PRECISE BUILDING DIMENSIONS. 3. EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED OR RELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN BASE BID. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED ON PLANS) INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITE WORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. 5. REFER TO CERTIFIED SITE SURVEY OR PLAT FOR EXACT LOCATION OF EXISTING EASEMENTS, PROPERTY BOUNDARY DIMENSIONS, AND ADJACENT RIGHT-OF-WAY & PARCEL INFORMATION. 6. PYLON / MONUMENT SIGNS SHALL BE CONSTRUCTED BY OTHERS. SIGNS ARE SHOWN FOR GRAPHICAL & INFORMATIONAL PURPOSES ONLY. CONTRACTOR TO VERIFY SIZE, LOCATION AND ANY REQUIRED PERMITS NECESSARY FOR THE CONSTRUCTION OF THE PYLON / MONUMENT SIGN. 7. CONTRACTOR SHALL REFERENCE ARCH / MEP PLANS FOR SITE LIGHTING AND ELECTRICAL PLAN. 8. NO PROPOSED LANDSCAPING SUCH AS TREES OR SHRUBS, ABOVE AND UNDERGROUND STRUCTURES, OR OTHER OBSTRUCTIONS SHALL BE LOCATED WITHIN EXISTING OR PROPOSED UTILITY EASEMENTS AND RIGHTS OF WAY UNLESS SPECIFICALLY NOTED ON PLANS OTHERWISE. 9. ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT. 10. ALL DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT. 11. ALL PARKING STALLS TO BE 9' IN WIDTH AND 18.5' IN LENGTH UNLESS OTHERWISE INDICATED. 12. ALL INNER CURBED RADII ARE TO BE 3' AND OUTER CURBED RADII ARE TO BE 5' UNLESS OTHERWISE NOTED. 13. ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. 14. PARKING LOT DRIVE AISLES ARE TO BE 26' UNLESS OTHERWISE NOTED. NORTH Know what'sbelow. before you dig.Call R 0GRAPHIC SCALE IN FEET 50 25 50 100 PROPERTY SUMMARY ST THOMAS THE APOSTLE TOTAL PROPERTY AREA 310,489 SF (7.13 AC) EXISTING IMPERVIOUS AREA 4,460 SF (0.102 AC) PROPOSED IMPERVIOUS AREA 106,552 SF (2.44 AC) PROPOSED IMPERVIOUS COVERAGE 34.3% ZONING SUMMARY EXISTING ZONING P-I PROPOSED ZONING P-I BUILDING SETBACKS REQUIRED / PROVIDED FRONT = 100' / 312' SIDE = 50' / 119' REAR = 50' / 334' PARKING SETBACKS REQUIRED/PROVIDED FRONT = 100' / 108' SIDE = 10' / 10' DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . MI C H A E L C . B R A N D T 12 / 1 6 / 2 0 2 4 42 6 6 1 WETLAND 3 PROPOSED CHURCH FFE: 976.50 WETLAND 2B PROPOSED BMP #1 NWL: 960.50 100-YR HWL: 961.60 DRAINTILE IE: 958.50 WATER QUALITY STORAGE: 13,918 CF TOTAL STORAGE: 58,243 CF NO P A R K I N G NO P A R K I N G P3 MH: 28 30' WETLAND SETBACK EXISTING STRUCTURE ELECTRICAL EASEMENT 50.0' 30.0' 30.0' 26.0' 6. 0 ' 3 0 . 0 ' 30' WETLAND BUFFER O B J B J F F Q H G S S N I R TYP. 22.0' 12 . 0 ' 7. 0 ' 18.5' 9. 0 ' E R TYP. 19 . 5 ' P TYP. 18 . 0 ' Q Q L L A 7. 0 ' 7. 0 ' 7.0' L K J K K J L A J K V W R50.0' R50.0' R50.0' R8.0' 12.9' 18.0' 12 . 0 ' 36.3' 58 . 0 ' 10.3' 77.5' 18.5' 9. 0 '40.9' 10.2' X Y 28.1'G E F F R3.0'R3.0' 9. 0 ' 26 . 0 ' J L L L 156.2' 211.2'120.8' 26.0'18.5' 9. 0 ' 5. 0 ' K 13 . 0 ' GRAVEL DRIVEWAY STUB Z AA BB KEYNOTE LEGEND CONCRETE SIDEWALK - SEE SHEET C405 ASPHALT PAVEMENT - SEE SHEET C405 MATCH EXISTING EDGE OF PAVEMENT/ CURB & GUTTER ACCESSIBLE CURB RAMP - SEE SHEET C404 ACCESSIBLE PARKING SIGN IN BOLLARD - SEE SHEET C405 ACCESSIBLE PARKING - SEE SHEET C405 ACCESS AREA STRIPING - SEE SHEET C405 PAVEMENT MARKING - STOP BAR LANDSCAPE AREA - SEE LANDSCAPE PLANS B612 CURB & GUTTER (TYP.) - SEE SHEET C404 TRANSITION CURB - SEE SHEET C404 FLAT CURB - SEE SHEET C405 COMMERCIAL DRIVEWAY APRON - SEE SHEET C404 STOP SIGN - SEE SHEET C405 DUMPSTER AREA CURB STOP - SEE SHEET C406 PEDESTRIAN CROSSWALK - SEE SHEET C406 PAVEMENT MARKING- SOLID STRIPING PAVEMENT MARKING ARROW - SEE SHEET C406 PROPOSED MONUMENT SIGN, SEE ARCHITECTURAL PLANS HEAVY DUTY ASPHALT PAVEMENT - SEE SHEET C405 GRAVEL TRAIL - SEE SHEET C404 RETAINING WALL - BY OTHERS CHAIN LINK FENCE - SEE SHEET C406 SURMOUNTABLE CURB TRANSFORMER PAD MECHANICAL PAD LIGHT POLE A B C D E F G H I J K L M N O P Q R S T U V W X Y Z AA BB PROPOSED CURB AND GUTTER PROPERTY LINE SETBACK LINE LEGEND DRAINAGE AND UTILITY EASEMENT STANDARD DUTY ASPHALT PAVMENT SEE SHEET C402 FOR SECTION COMMERCIAL STREET PAVEMENT SEE SHEET C401 FOR SECTION CONCRETE SIDEWALK SEE SHEET C402 FOR SECTION STORM WATER AREA SEE GRADING PLAN FOR DETAILS WETLAND SETBACK LINE EXISTING WETLAND GRAVEL ROAD SEE SHEET C401 FOR SECTION RETAINING WALL HEAVY DUTY CONCRETE SEE SHEET C402 FOR SECTION PR E P A R E D F O R SI T E P L A N EN L A R G E M E N T S C401 ST T H O M A S T H E AP O S T L E MI L L E R DU N W I D D I E CO R C O R A N MN DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . MI C H A E L C . B R A N D T 12 / 1 6 / 2 0 2 4 42 6 6 1 DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 0 5 1 2 0 3 2 12 / 1 6 / 2 0 2 4 AS S H O W N GA R KB P MC B Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 2 0 1 8 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M K: \ T W C _ L D E V \ M I L L E R _ D U N \ S t . T h o m a s T h e A p o s t l e C h u r c h - M a s t e r P l a n \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ C 4 - S I T E P L A N E N L A R G E M E N T S . d w g A p r i l 1 5 , 2 0 2 5 - 9 : 3 0 a m © BY RE V I S I O N S No . DA T E PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N PR E L I M I N A R Y - N O T FO R C O N S T R U C T I O N MW CI T Y C O M M E N T S 1 3/ 1 0 / 2 5 SITE PLAN NOTES 1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY REGULATIONS AND CODES AND O.S.H.A. STANDARDS. 2. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULES, SLOPE PAVING, SIDEWALKS, EXIT PORCHES, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. 3. ALL INNER CURBED RADII ARE TO BE 3' AND OUTER CURBED RADII ARE TO BE 10' UNLESS OTHERWISE NOTED. STRIPED RADII ARE TO BE 5'. 4. ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. 5. EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED OR RELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN BASE BID. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED ON PLANS) INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITE WORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. 7. SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM A SURVEY BY BOHLEN SURVEYING & ASSOCIATES DATED 10/27/2020. KIMLEY-HORN ASSUMES NO LIABILITY FOR ANY ERRORS, INACCURACIES, OR OMISSIONS CONTAINED THEREIN. 8. TOTAL LAND AREA IS 7.13 ACRES. 9. PYLON / MONUMENT SIGNS SHALL BE CONSTRUCTED BY OTHERS. SIGNS ARE SHOWN FOR GRAPHICAL & INFORMATIONAL PURPOSES ONLY. CONTRACTOR TO VERIFY SIZE, LOCATION AND ANY REQUIRED PERMITS NECESSARY FOR THE CONSTRUCTION OF THE PYLON / MONUMENT SIGN. 10. CONTRACTOR SHALL REFERENCE ARCH / MEP PLANS FOR SITE LIGHTING AND ELECTRICAL PLAN. 11. NO PROPOSED LANDSCAPING SUCH AS TREES OR SHRUBS, ABOVE AND UNDERGROUND STRUCTURES, OR OTHER OBSTRUCTIONS SHALL BE LOCATED WITHIN EXISTING OR PROPOSED UTILITY EASEMENTS AND RIGHTS OF WAY UNLESS SPECIFICALLY NOTED ON PLANS OTHERWISE. 12. REFERENCE ARCHITECTURAL PLANS FOR DUMPSTER ENCLOSURE DETAILS. 13. REFER TO FINAL PLAT OR ALTA SURVEY FOR EXACT LOT AND PROPERTY BOUNDARY DIMENSIONS. 14. ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT. 15. ALL DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT. 16. ALL PARKING STALLS TO BE 9' IN WIDTH AND 18.5' IN LENGTH UNLESS OTHERWISE INDICATED. 17. THERE ARE 0.42 ACRES OF WETLAND IMPACTS. NORTH Know what'sbelow. before you dig.Call R 0GRAPHIC SCALE IN FEET 20 10 20 40C402 WETLAND 3 PROPOSED CHURCH FFE: 976.50 PROPOSED BMP #2 100-YR HWL: 970.21 NWL: 969.00 DRAINTILE IE: 967.00 WATER QUALITY STORAGE: 18,290 CF TOTAL STORAGE: 58,622 CF WETLAND 3 NO P A R K I N G NO P A R K I N G NO P A R K I N G NO P A R K I N G NO P A R K I N G NO P A R K I N G NO P A R K I N G NO P A R K I N G P1 MH: 28 P1 MH: 28 P1 MH: 28 P1 MH: 28 P3 MH: 28 P2 MH: 28 P2 MH: 28 30.0' 3 0 . 0 ' 27.7' 10.0' 26.0' 200' RIGHT TURN LANE 6. 0 ' O B J B B J J J J J P D F F F F F F F F F F F F Q Q H H H H H H H G G G G G TYP. S SSSS S S N N N NN N N E E E E E I I R TYP. R TYP. S S S R H S B U C M 18.5'26.0'18.5'11.3'18.5'26.0'18.5'15.6'26.0'14.0'18.5'26.0'18.5'8.0'18.5'26.0' 26 . 0 ' 26 . 0 ' 22.0' 12 . 0 ' 7. 0 ' 18.5' 9. 0 ' F F E GG R TYP. R TYP. N H H N H N H L 19 . 5 ' J J P TYP. PTYP. PTYP. D LL K J K J K J K 18 . 0 ' L J K J A Q Q K 26.0' 37.2' 40.3' J A L L A J L D D L L I II A J K J L J K J K A K J KJ 10.0' 7.0' 7. 0 ' 7. 0 ' 7.0' N L K K J L A L K J 13 . 0 ' 8.0 ' 50' SOLID STRIPING 13 . 0 ' COUNTY RD NO. 10 CENTERLINE KK K K K K K R30.0' R100.0' R8.0' R8.0'R8.0' R8.0'R8.0' R50.0' R50.0' R50.0' R8.0' 12.9' 18.0' 12 . 0 ' 36.3' 58 . 0 ' 9. 0 ' 7.0'7.9' 8.0' 9. 0 ' 9. 0 ' 9. 0 ' 9. 0 ' 9. 0 ' 10.1' 18 . 5 ' 9.0' 18 . 5 ' 9.0' 7.3' 13.7'13.0'13.4' 77.5' 18.5' 9. 0 '40.9' 9. 0 ' 10.2' S Q Q Q 13.0' 18.2' R 21.0' 5.0' 5.0' ELECTRICAL EASEMENT 10 0 . 0 ' 28.1' EXISTING UTILITY BOXES EXISTING UTILITY BOXES W X G E F F R TYP.R TYP. INSTALL APRON 0.5' IN FRONT OF PROPERTY LINE SEE SHEET C401 FOR DETAILS 5.0' J J J J J JJ R5.0' R3.0' R5.0' R3.0' R5.0' R3.0'R3.0' R5.0' R5.0' R3.0' R3.0' R3.0' R5.0' R3.0'R3.0' R5.0' R3.0' R5.0' R3.0'R3.0' R3.0' R5.0' R5.0' R3.0' R3.0' R5.0' R3.0' R5.0'18.5' 9. 0 ' 9. 0 ' 12.0' 9.0'9.0' 26.0' 26.0' 26.0' 26 . 0 ' 26.0' 9. 0 ' 9. 0 ' 9. 0 ' 9. 0 ' 9. 0 ' 9. 0 ' 18.5' 18.5' 9. 0 ' 9. 0 ' 9. 0 ' 9. 0 ' 9. 0 ' 9. 0 ' 18.5'9. 0 ' 9. 0 ' 9. 0 ' 18.5' 9. 0 ' 9. 0 ' 9. 0 ' L L L 26.0'18.5' 9. 0 ' 205.2' T Z BB BB BB BB BB J BB J BB 55.5' KEYNOTE LEGEND CONCRETE SIDEWALK - SEE SHEET C405 ASPHALT PAVEMENT - SEE SHEET C405 MATCH EXISTING EDGE OF PAVEMENT/ CURB & GUTTER ACCESSIBLE CURB RAMP - SEE SHEET C404 ACCESSIBLE PARKING SIGN IN BOLLARD - SEE SHEET C405 ACCESSIBLE PARKING - SEE SHEET C405 ACCESS AREA STRIPING - SEE SHEET C405 PAVEMENT MARKING - STOP BAR LANDSCAPE AREA - SEE LANDSCAPE PLANS B612 CURB & GUTTER (TYP.) - SEE SHEET C404 TRANSITION CURB - SEE SHEET C404 FLAT CURB - SEE SHEET C405 COMMERCIAL DRIVEWAY APRON - SEE SHEET C404 STOP SIGN - SEE SHEET C405 DUMPSTER AREA CURB STOP - SEE SHEET C406 PEDESTRIAN CROSSWALK - SEE SHEET C406 PAVEMENT MARKING- SOLID STRIPING PAVEMENT MARKING ARROW - SEE SHEET C406 PROPOSED MONUMENT SIGN, SEE ARCHITECTURAL PLANS HEAVY DUTY ASPHALT PAVEMENT - SEE SHEET C405 GRAVEL TRAIL - SEE SHEET C404 RETAINING WALL - BY OTHERS CHAIN LINK FENCE - SEE SHEET C406 SURMOUNTABLE CURB TRANSFORMER PAD MECHANICAL PAD LIGHT POLE A B C D E F G H I J K L M N O P Q R S T U V W X Y Z AA BB PROPOSED CURB AND GUTTER PROPERTY LINE SETBACK LINE LEGEND DRAINAGE AND UTILITY EASEMENT STANDARD DUTY ASPHALT PAVMENT SEE SHEET C402 FOR SECTION COMMERCIAL STREET PAVEMENT SEE SHEET C401 FOR SECTION CONCRETE SIDEWALK SEE SHEET C402 FOR SECTION STORM WATER AREA SEE GRADING PLAN FOR DETAILS WETLAND SETBACK LINE EXISTING WETLAND GRAVEL ROAD SEE SHEET C401 FOR SECTION RETAINING WALL HEAVY DUTY CONCRETE SEE SHEET C402 FOR SECTION PR E P A R E D F O R SI T E P L A N EN L A R G E M E N T S C402 ST T H O M A S T H E AP O S T L E MI L L E R DU N W I D D I E CO R C O R A N MN DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 0 5 1 2 0 3 2 12 / 1 6 / 2 0 2 4 AS S H O W N GA R KB P MC B Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 2 0 1 8 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M K: \ T W C _ L D E V \ M I L L E R _ D U N \ S t . T h o m a s T h e A p o s t l e C h u r c h - M a s t e r P l a n \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ C 4 - S I T E P L A N E N L A R G E M E N T S . d w g A p r i l 1 5 , 2 0 2 5 - 9 : 3 0 a m © BY RE V I S I O N S No . DA T E PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N PR E L I M I N A R Y - N O T FO R C O N S T R U C T I O N MW CI T Y C O M M E N T S 1 3/ 1 0 / 2 5 C401 NORTH Know what'sbelow. before you dig.Call R 0GRAPHIC SCALE IN FEET 20 10 20 40 DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . MI C H A E L C . B R A N D T 12 / 1 6 / 2 0 2 4 42 6 6 1 C403 C403 1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY REGULATIONS AND CODES AND O.S.H.A. STANDARDS. 2. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULES, SLOPE PAVING, SIDEWALKS, EXIT PORCHES, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. 3. ALL INNER CURBED RADII ARE TO BE 3' AND OUTER CURBED RADII ARE TO BE 10' UNLESS OTHERWISE NOTED. STRIPED RADII ARE TO BE 5'. 4. ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. 5. EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED OR RELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN BASE BID. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED ON PLANS) INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITE WORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. 7. SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM A SURVEY BY BOHLEN SURVEYING & ASSOCIATES DATED 10/27/2020. KIMLEY-HORN ASSUMES NO LIABILITY FOR ANY ERRORS, INACCURACIES, OR OMISSIONS CONTAINED THEREIN. 8. TOTAL LAND AREA IS 7.13 ACRES. 9. PYLON / MONUMENT SIGNS SHALL BE CONSTRUCTED BY OTHERS. SIGNS ARE SHOWN FOR GRAPHICAL & INFORMATIONAL PURPOSES ONLY. CONTRACTOR TO VERIFY SIZE, LOCATION AND ANY REQUIRED PERMITS NECESSARY FOR THE CONSTRUCTION OF THE PYLON / MONUMENT SIGN. 10. CONTRACTOR SHALL REFERENCE ARCH / MEP PLANS FOR SITE LIGHTING AND ELECTRICAL PLAN. 11. NO PROPOSED LANDSCAPING SUCH AS TREES OR SHRUBS, ABOVE AND UNDERGROUND STRUCTURES, OR OTHER OBSTRUCTIONS SHALL BE LOCATED WITHIN EXISTING OR PROPOSED UTILITY EASEMENTS AND RIGHTS OF WAY UNLESS SPECIFICALLY NOTED ON PLANS OTHERWISE. 12. REFERENCE ARCHITECTURAL PLANS FOR DUMPSTER ENCLOSURE DETAILS. 13. REFER TO FINAL PLAT OR ALTA SURVEY FOR EXACT LOT AND PROPERTY BOUNDARY DIMENSIONS. 14. ALL DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT. 15. ALL PARKING STALLS TO BE 9' IN WIDTH AND 18.5' IN LENGTH UNLESS OTHERWISE INDICATED. 16. THERE ARE 0.42 ACRES OF WETLAND IMPACTS. SITE PLAN NOTES CO. RD . N O . 1 0 CO M M E R C E S T . EXISTING STRUCTURES TO REMAIN 150' TAPER 200' RIGHT TURN LANE S S S R H S U C C M 40.3' U N L K J 13 . 0 ' 8. 0 ' 8.0 ' 50' SOLID STRIPING 13 . 0 ' COUNTY RD NO. 10 CENTERLINE R30.0' 13.7'13.0'13.4'18.2' 21.0' EXISTING UTILITY BOXES J INSTALL APRON 0.5' IN FRONT OF PROPERTY LINE SEE SHEET C401 FOR DETAILS 5.0' 205.2' 150 . 0 ' 13 . 0 ' T 55.5' KEYNOTE LEGEND CONCRETE SIDEWALK - SEE SHEET C405 ASPHALT PAVEMENT - SEE SHEET C405 MATCH EXISTING EDGE OF PAVEMENT/ CURB & GUTTER ACCESSIBLE CURB RAMP - SEE SHEET C404 ACCESSIBLE PARKING SIGN IN BOLLARD - SEE SHEET C405 ACCESSIBLE PARKING - SEE SHEET C405 ACCESS AREA STRIPING - SEE SHEET C405 PAVEMENT MARKING - STOP BAR LANDSCAPE AREA - SEE LANDSCAPE PLANS B612 CURB & GUTTER (TYP.) - SEE SHEET C404 TRANSITION CURB - SEE SHEET C404 FLAT CURB - SEE SHEET C405 COMMERCIAL DRIVEWAY APRON - SEE SHEET C404 STOP SIGN - SEE SHEET C405 DUMPSTER AREA CURB STOP - SEE SHEET C406 PEDESTRIAN CROSSWALK - SEE SHEET C406 PAVEMENT MARKING- SOLID STRIPING PAVEMENT MARKING ARROW - SEE SHEET C406 PROPOSED MONUMENT SIGN, SEE ARCHITECTURAL PLANS HEAVY DUTY ASPHALT PAVEMENT - SEE SHEET C405 GRAVEL TRAIL - SEE SHEET C404 RETAINING WALL - BY OTHERS CHAIN LINK FENCE - SEE SHEET C406 SURMOUNTABLE CURB TRANSFORMER PAD MECHANICAL PAD LIGHT POLE A B C D E F G H I J K L M N O P Q R S T U V W X Y Z AA BB PROPOSED CURB AND GUTTER PROPERTY LINE SETBACK LINE LEGEND DRAINAGE AND UTILITY EASEMENT STANDARD DUTY ASPHALT PAVMENT SEE SHEET C402 FOR SECTION COMMERCIAL STREET PAVEMENT SEE SHEET C401 FOR SECTION CONCRETE SIDEWALK SEE SHEET C402 FOR SECTION STORM WATER AREA SEE GRADING PLAN FOR DETAILS WETLAND SETBACK LINE EXISTING WETLAND GRAVEL ROAD SEE SHEET C401 FOR SECTION RETAINING WALL HEAVY DUTY CONCRETE SEE SHEET C402 FOR SECTION PR E P A R E D F O R SI T E P L A N EN L A R G E M E N T S C403 ST T H O M A S T H E AP O S T L E MI L L E R DU N W I D D I E CO R C O R A N MN DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 0 5 1 2 0 3 2 12 / 1 6 / 2 0 2 4 AS S H O W N GA R KB P MC B Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 2 0 1 8 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M K: \ T W C _ L D E V \ M I L L E R _ D U N \ S t . T h o m a s T h e A p o s t l e C h u r c h - M a s t e r P l a n \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ C 4 - S I T E P L A N E N L A R G E M E N T S . d w g A p r i l 1 5 , 2 0 2 5 - 9 : 3 0 a m © BY RE V I S I O N S No . DA T E PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N PR E L I M I N A R Y - N O T FO R C O N S T R U C T I O N MW CI T Y C O M M E N T S 1 3/ 1 0 / 2 5 NORTH Know what'sbelow. before you dig.Call R 0GRAPHIC SCALE IN FEET 20 10 20 40 DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . MI C H A E L C . B R A N D T 12 / 1 6 / 2 0 2 4 42 6 6 1 C402 C402 1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY REGULATIONS AND CODES AND O.S.H.A. STANDARDS. 2. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULES, SLOPE PAVING, SIDEWALKS, EXIT PORCHES, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. 3. ALL INNER CURBED RADII ARE TO BE 3' AND OUTER CURBED RADII ARE TO BE 10' UNLESS OTHERWISE NOTED. STRIPED RADII ARE TO BE 5'. 4. ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. 5. EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED OR RELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN BASE BID. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED ON PLANS) INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITE WORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. 7. SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM A SURVEY BY BOHLEN SURVEYING & ASSOCIATES DATED 10/27/2020. KIMLEY-HORN ASSUMES NO LIABILITY FOR ANY ERRORS, INACCURACIES, OR OMISSIONS CONTAINED THEREIN. 8. TOTAL LAND AREA IS 7.13 ACRES. 9. PYLON / MONUMENT SIGNS SHALL BE CONSTRUCTED BY OTHERS. SIGNS ARE SHOWN FOR GRAPHICAL & INFORMATIONAL PURPOSES ONLY. CONTRACTOR TO VERIFY SIZE, LOCATION AND ANY REQUIRED PERMITS NECESSARY FOR THE CONSTRUCTION OF THE PYLON / MONUMENT SIGN. 10. CONTRACTOR SHALL REFERENCE ARCH / MEP PLANS FOR SITE LIGHTING AND ELECTRICAL PLAN. 11. NO PROPOSED LANDSCAPING SUCH AS TREES OR SHRUBS, ABOVE AND UNDERGROUND STRUCTURES, OR OTHER OBSTRUCTIONS SHALL BE LOCATED WITHIN EXISTING OR PROPOSED UTILITY EASEMENTS AND RIGHTS OF WAY UNLESS SPECIFICALLY NOTED ON PLANS OTHERWISE. 12. REFERENCE ARCHITECTURAL PLANS FOR DUMPSTER ENCLOSURE DETAILS. 13. REFER TO FINAL PLAT OR ALTA SURVEY FOR EXACT LOT AND PROPERTY BOUNDARY DIMENSIONS. 14. ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT. 15. ALL DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT. 16. ALL PARKING STALLS TO BE 9' IN WIDTH AND 18.5' IN LENGTH UNLESS OTHERWISE INDICATED. 17. THERE ARE 0.42 ACRES OF WETLAND IMPACTS. SITE PLAN NOTES APPROVED SUBGRADE MnDOT SPEC. 2357 TACK COAT 4" OF MNDOT SPWEA340C 2360 WEAR COURSE 8" MNDOT SPEC 3138 CLASS 5 AGGREGATE BASE COURSE, 100% CRUSHED *FOR DRIVEWAY: 12" MNDOT SPEC 3138 CLASS 5 3" OF MNDOT SPNWB330B NON-WEAR COURSE SCALE: NTS RIGHT TURN LANE ASPHALT PAVEMENT9 Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 2 0 1 8 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M K: \ T W C _ L D E V \ M I L L E R _ D U N \ S t . T h o m a s T h e A p o s t l e C h u r c h - M a s t e r P l a n \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ C 4 - S I T E D E T A I L S . d w g A p r i l 1 5 , 2 0 2 5 - 9 : 3 1 a m BY RE V I S I O N S No . DA T E PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N PR E L I M I N A R Y - N O T FO R C O N S T R U C T I O N MW CI T Y C O M M E N T S 1 3/ 1 0 / 2 5 PR E P A R E D F O R SI T E D E T A I L S C404 ST T H O M A S T H E AP O S T L E MI L L E R DU N W I D D I E CO R C O R A N MN DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 0 5 1 2 0 3 2 12 / 1 6 / 2 0 2 4 AS S H O W N KB P KB P MC B Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 2 0 1 8 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M K: \ T W C _ L D E V \ M I L L E R _ D U N \ S t . T h o m a s T h e A p o s t l e C h u r c h - M a s t e r P l a n \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ C 4 - S I T E D E T A I L S . d w g A p r i l 1 5 , 2 0 2 5 - 9 : 3 1 a m BY RE V I S I O N S No . DA T E PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N PR E L I M I N A R Y - N O T FO R C O N S T R U C T I O N MW CI T Y C O M M E N T S 1 3/ 1 0 / 2 5 PR E P A R E D F O R SI T E D E T A I L S C405 ST T H O M A S T H E AP O S T L E MI L L E R DU N W I D D I E CO R C O R A N MN DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . MI C H A E L C . B R A N D T 12 / 1 6 / 2 0 2 4 42 6 6 1 DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 0 5 1 2 0 3 2 12 / 1 6 / 2 0 2 4 AS S H O W N KB P KB P MC B N.T.S. ADA PARKING STALL LAYOUT2 STANDARD STALL ADA STALL ACCESS ISLE ADA STALL STANDARD STALL 6" TRANSITION PAVEMENT TO FLUSH WITH SIDEWALK INTEGRALSIDEWALK CURBSEE DETAIL ACCESSIBLEPARKING SIGN WITH BOLLARD SEE DETAIL 2' STRIPING - 4" TRAFFIC WHITE INTEGRAL SIDEWALK CURB SEE DETAIL INTEGRALSIDEWALK CURBSEE DETAIL (2% MAX.) PLAN VIEW OF ADA PARKING SECTION A-A SECTION B-B B B AA STANDARD STALL STANDARD STALL STEEL PIPE BOLLARD STEEL SIGN POST RESERVED PARKING VAN ACCESSIBLE PAVEMENT FINISHED GRADE CONCRETE FOOTING 18" 3' - 0 " 5' - 0 " 3' - 6 " 4" EXPANSION JOINT MATERIAL NOTES: 1.SIGNS SHALL BE 18 GAUGE STEEL, WITH BAKED ENAMEL WHITE LETTERS AND BORDER ON BLUE BACKGROUND, WHERE APPLICABLE. 2. POST SHALL BE 3"x3" 11-GAUGE GALVANIZED SQUARE STEEL 3. BOLLARD SHALL BE 6"Ø SCH-40 STEEL PIPE FILLED WITH CONCRETE & PAINTED YELLOW 4. SIGNS SHALL COMPLY WITH LOCAL MUTCD REQUIREMENTS 12"x8" VAN-ACCESSIBLE SIGN 12"x8" HANDICAP PARKING SIGN N.T.S. ACCESSIBLE PARKING SIGN IN BOLLARD1 24"5'-0" 6" MATCH GEOMETRY OF CURB & GUTTER 6" AT STANDARD CURB 7" AT DRY CURB 1" A T L A Y D O W N C U R B 0" A T R I B B O N C U R B NOTES: 1. REFER TO CONCRETE CURB & GUTTER DETAIL FOR SPECIFICATIONS AND AGGREGATE BASE COURSE DIMENSIONS PAVEMENT SECTIONS FOR REFERENCE ONLY. REFER TO GEOTECHNICAL REPORT OR CITY DETAILS FOR ALL PAVEMENT, SUBGRADE PREPARATION AND COMPACTION REQUIREMENTS. THE GREATER REQUIREMENT SHALL BE FOLLOWED. APPROVED SUBGRADE MNDOT SPEC. 2357 TACK COAT 2" OF SPWEA340B MNDOT DESIGNATION 2360 WEAR COURSE *9" MNDOT SPEC 3138 CLASS 5 AGGREGATE BASE COURSE, 100% CRUSHED 2" SPWEB330B BASE COURSE PER MNDOT 2360 APPROVED SUBGRADE MnDOT SPEC. 2357 TACK COAT 1.5" OF MNDOT SPWEA240B 2360 WEAR COURSE 8" MNDOT SPEC 3138 CLASS 5 AGGREGATE BASE COURSE, 100% CRUSHED *FOR DRIVEWAY: 12" MNDOT SPEC 3138 CLASS 5 2" OF MNDOT SPNWB230B NON-WEAR COURSE APPROVED SUBGRADE FOR TRASH ENCLOSURE PAD: 6.5" OF MNDOT DESIGNATION 3A21 OR 3A41 *FOR DRIVEWAY APRON: 8" OF MNDOT DESIGNATION 3F52 6" MNDOT SPEC 3138 CLASS 5 AGGREGATE BASE COURSE APPROVED SUBGRADE 6" OF MNDOT DESIGNATION 3F52A 4" MNDOT SPEC 2211 CLASS 5 AGGREGATE BASE COURSE SCALE: NTS CONCRETE SIDEWALK7 SCALE: NTS HEAVY DUTY/COMMERCIAL ASPHALT PAVEMENT8 SCALE: NTS STANDARD DUTY ASPHALT PAVEMENT9 SCALE: NTS HEAVY DUTY CONCRETE PAVEMENT10 NO PARKING HANDICAP PARKING NOTE: STRIPING TO MATCH PARKING, UNLESS PER LOCAL CODE NOTE: SEE PLAN FOR PARKING LAYOUT NO PARKING NO PARKING NO SCALE HANDICAP ACCESSIBLE SIGNAGE AND STRPING5 10" DIAMETER CENTER SYMBOL IN PARKING STALL, ALL LINES TO BE 5" WIDE. ACCESSIBLE PARKING SPACE WITH PAINTED INTERNATIONAL SYMBOL OF ACCESSIBILITY WITH CONTRASTING SQUARE BACKGROUND, CENTERED TOWARD DRIVE AISLE HANDICAP SIGN CENTERED AT HEAD OF SPACE ON CENTER STRIPE HANDICAP PARKING ACCESS AISLE WITH PAINTED 12" HIGH LETTERING OF "NO PARKING" CENTERED TOWARD DRIVE AISLE 4" WIDE PAINTED STRIPING, 45 DEGREE CROSS HATCH PATTERN AT 2' O.C. AT ACCESS AISLE FACE OF CURB SIDEWALK HANDICAP SIGN CENTERED AT HEAD OF SPACE, 2' MIN. AND 8' MAX. FROM FACE OF CURB 8' MIN. 8' MIN. 8' MIN. PE R CI T Y C O D E 2' 2' 2' 67 . 5 ° 5° HANDICAP SYMBOL N.T.S. CONCRETE CURB TAPER4 12" 6"6" N.T.S. FLUSH CURB3 3/8" WOVEN GEOTEXTILE FABRIC *NOTE: CITY OF CORCORAN REQUIRES 12" CLASS 5 AGGREGATE BASE DEPTH FOR DRIVEWAY SECTION ONLY. *NOTE: GEOTECH REQUIRES 9" MIN. CLASS 5 AGGREGATE BASE DEPTH. *NOTE: CITY OF CORCORAN REQUIRES 8" CONCRETE DEPTH FOR DRIVEWAY APRON ONLY. 4" MNDOT SPEC 2211 CLASS 5 AGGREGATE BASE COURSE BASE COURSE TOP MAT BIT. 1/2" R 1/2" R N.T.S. ACCESS AISLE STRIPING LAYOUT6 NOTE: IS DIMENSION SHOWN ON SITE PLAN O 12 " 12 " NOTE: 1. LETTERING SHALL BE 12" HIGH, 6" WIDE, 2" THICK, SPACED 3" APART, OR AS APPROVED BY OWNER. 2. NOTIFY ENGINEER OF STENCIL BEING USED AND SUBMIT LAYOUT FOR APPROVAL. NO PARKING 3"6"3"6" 7' MAX 2" MIN N PARKING IN STANDARD WIDTH ACCESS AISLE MIN TO LINE 3"MIN TO LINE 4" WIDE STRIPE (MIN.) (TYP) 5" MAX. STRIPING 4' O.C. (TYP.) 4" WIDE STRIPE (MIN.) 6" WIDE STRIPE (TYP.) 8'-0" MIN. ℄℄℄ 12" WIDE STRIPE 45° WOVEN GEOTEXTILE FABRIC Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 2 0 1 8 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M K: \ T W C _ L D E V \ M I L L E R _ D U N \ S t . T h o m a s T h e A p o s t l e C h u r c h - M a s t e r P l a n \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ C 4 - S I T E D E T A I L S . d w g A p r i l 1 5 , 2 0 2 5 - 9 : 3 1 a m BY RE V I S I O N S No . DA T E PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N PR E L I M I N A R Y - N O T FO R C O N S T R U C T I O N MW CI T Y C O M M E N T S 1 3/ 1 0 / 2 5 PR E P A R E D F O R SI T E D E T A I L S C406 ST T H O M A S T H E AP O S T L E MI L L E R DU N W I D D I E CO R C O R A N MN DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . MI C H A E L C . B R A N D T 12 / 1 6 / 2 0 2 4 42 6 6 1 DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 0 5 1 2 0 3 2 12 / 1 6 / 2 0 2 4 AS S H O W N KB P KB P MC B NOTE: ALL TRAFFIC FLOW ARROWS TO BE SOLID WHITE REFLECTIVE TRAFFIC PAINT AS PER DIMENSIONS ABOVE 2' 1. 7 5 ' 3. 7 5 ' 1'4.75' R 2 . 0 ' NO SCALE TRAFFIC ARROW11 NOTE: 1. TAPED AREAS TO BE CENTERED AND ALIGNED ON CENTER LINE AND LANE LINES. MAKE ADJUSTMENTS IN CENTER MEDIAN AREA. 2. ZEBRA CROSSWALKS SHALL BE WHITE POLYMER-PREFORMED TAPE OR AN ACCEPTABLE EQUALIVANT APPROVED BY THE ENGINEER. 3. A MINIMUM OF 1.5 FT. CLEAR DISTANCE MUST BE LEFT ADJACENT TO CURB. IF LAST STRIPED AREA FALLS INTO THIS DISTANCE, IT MUST BE OMITTED. 4. REMOVE ALL CONFLICTING PAVEMENT MARKINGS AS DIRECTED BY THE ENGINEER. 5. AT SKEWED CROSSWALKS, THE TAPED AREAS ARE TO REMAIN PARALLEL TO THE LANE LINES. 6. WHERE PAVEMENT MARKINGS CAN NOT BE INLAYED INTO THE HOT MAT, PAVEMENT SHALL BE GROOVED FOR THE INSTALLATION OF THE POLYMER-PREFORMED MARKINGS. SEE Mn/DOT STANDARD SPECIFICATION 2564. 6' 3' 3' PAVEMENT MARKING (TYP.)DRIVING LANE (WIDTH VARIES) DRIVING LANE (WIDTH VARIES) ℄ ROAD NO SCALE CROSSWALK STRIPING12 BLACK VINYL COATED ALUMINUM TIES 3 PER POST BLACK VINYL COATED ALUMINUM TIES EVERY 2' TOP RAIL 1 3/8" DIA. 2" (TYP.) 3" (TYP.) 42" 4 TIMES POST DIA. 3'-0" MIN. LINE POSTS 3'-6" MIN. GATE, CORNER OR END POST LINE POST 1 5/8" DIA. ALL POSTS, RAILS, AND HARDWARE TO BE PAINTED BLACK 2" DIA. END POST POST (TYP.) 10'-0" MAX. CH A I N L I N K F A B R I C 1 4 GA . B L A C K V I N Y L CO A T E D N.T.S. CHAIN LINK FENCE13 9" 6" 6"4" 6'-0" 5" 1/2" DEEP HOLE, SEAL WITH MORTAR #6 BAR, 2'-6" LONG 1"Ø HOLE 1"Ø HOLE #3 BARS 2" 3" N.T.S. PRECAST CONCRETE WHEEL STOP14 S W D S D D D 9:1 6 : 1 11: 1 0.9 % 3.1% 3 . 1 % 1.8 % 5 : 1 3:1 10 0 0 : 1 3:1 8:1 9 . 5 4 % 10 : 1 1.91% 2.0% 2.6 % 1 . 5 % 2.3 % 4.9% 2.1% 9.0 % 1 9 . 6 % 4.2% 2.9 % 3.1 % 1 . 5 % 0.8 % 4 . 4 % 5. 6 % 2. 2 % 1.6 % 1. 7 % 3: 1 3: 1 9 6 0 965 9 6 1 9 6 2 96 3 964 97 0 975 96 6 96 7 96 8 96 9 97 1 97 2 97 3 974 97 6 97 7 9 6 5 9 7 0 9 6 2 9 6 2 9 6 3 9 6 3 96 4 9 6 4 96 6 9 6 7 968 969 9 7 1 9 7 2 97 3 960 965 957 958 959 96 1 962 96 3 96 4 966 9 6 7 970 96 6 96 7 968 969 971 972 973 974 965 970 966 967 968 969 971 97 2 97 5 980 97 3 9 7 4 97 6 977 978 979 CO. RD. NO. 10 CO M M E R C E S T WETLAND 3 PROPOSED CHURCH FFE: 976.50 WETLAND 2B WETLAND 1B PROPOSED BMP #1 NWL: 960.50 100-YR HWL: 961.60 DRAINTILE IE: 958.50 WATER QUALITY STORAGE: 13,918 CF TOTAL STORAGE: 58,243 CF PROPOSED BMP #2 100-YR HWL: 970.21 NWL: 969.00 DRAINTILE IE: 967.00 WATER QUALITY STORAGE: 18,290 CF TOTAL STORAGE: 58,622 CF WETLAND 2A NO P A R K I N G 36" 2 4 " 15" 18" 24" 24" NO P A R K I N G NO P A R K I N G NO P A R K I N G NO P A R K I N G NO P A R K I N G NO P A R K I N G NO P A R K I N G P1 MH: 28 P1 MH: 28 P1 MH: 28 P1 MH: 28 P3 MH: 28 P2 MH: 28 P2 MH: 28 97 0 96 4 96 6 96 8 97 2 970 964964 966 968 972 970 964 966 968 97 2 9 7 4 974 976 97 8 970 966 96 8 972 960958 962 3: 1 Ho r i z o n t a l 3: 1 3: 1 30' WETLAND SETBACK SANITARY SEWER EASEMENT SEE SURVEY ELECTRICAL EASEMENT 30' WETLAND BUFFER PROPOSED 20' PUBLIC WATER EASEMENT Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 2 0 1 8 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M K: \ T W C _ L D E V \ M I L L E R _ D U N \ S t . T h o m a s T h e A p o s t l e C h u r c h - M a s t e r P l a n \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ C 5 - G R A D I N G P L A N . d w g A p r i l 1 5 , 2 0 2 5 - 9 : 3 2 a m © BY RE V I S I O N S No . DA T E PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N PR E L I M I N A R Y - N O T FO R C O N S T R U C T I O N MW CI T Y C O M M E N T S 1 3/ 1 0 / 2 5 PR E P A R E D F O R GR A D I N G P L A N C500 ST T H O M A S T H E AP O S T L E MI L L E R DU N W I D D I E CO R C O R A N MN DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . MI C H A E L C . B R A N D T 12 / 1 6 / 2 0 2 4 42 6 6 1 DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 0 5 1 2 0 3 2 12 / 1 6 / 2 0 2 4 AS S H O W N GA R KB P MC B PROPOSED STORM SEWER PROPOSED STORM SEWER PROPERTY LINE EXISTING CONTOUR PROPOSED CONTOUR 928 925 PROPOSED SPOT ELEVATION100.00 LEGEND PROPOSED HIGH POINT ELEVATION HP:0.0 PROPOSED LOW POINT ELEVATION PROPOSED GUTTER ELEVATION PROPOSED TOP OF CURB ELEVATION PROPOSED FLUSH PAVEMENT ELEVATION LP:0.0 G:0.00 T:0.00 PROPOSED EMERGENCY OVERFLOW T/G:0.0 EOF:0.0 0.0%PROPOSED DRAINAGE DIRECTION 0.00%PROPOSED ADA SLOPE ME:0.0 MATCH EXISTING ELEVATION PROPOSED STORM MANHOLE (SOLID CASTING) PROPOSED STORM MANHOLE (ROUND INLET CASTING) PROPOSED STORM MANHOLE/ CATCH BASIN (CURB INLET CASTING) PROPOSED STORM SEWER CLENOUT PROPOSED RIPRAP PROPOSED FLARED END SECTION CO D Know what'sbelow. before you dig.Call R NORTH 0GRAPHIC SCALE IN FEET502550100 C501 C502 C503 RETAINING WALL NOTES 1. RETAINING WALLS SHALL BE DESIGNED BY OTHERS. 2. PLANS SHOW THE HORIZONTAL LOCATION OF THE TOP OF THE WALL AND PROVIDES FINISHED SURFACE ELEVATIONS AT THE TOP AND BOTTOM FACE OF THE WALL ONLY. 3. RETAINING WALL DESIGN PLANS SHALL BE CERTIFIED BY A LICENSED PROFESSIONAL ENGINEER AND SUBMITTED TO THE REVIEWING AUTHORITY AND KIMLEY-HORN ENGINEER OF RECORD FOR APPROVAL. 4. RETAINING WALL DESIGNER MUST ACCOUNT FOR DRAINAGE AROUND THE WALL AS SHOWN ON THE GRADING PLAN. SURFACE RUNOFF SHALL NOT BE ALLOWED TO DRAIN OVER THE TOP OF THE WALL. 5. RETAINING WALL MATERIAL AND COLOR SHALL BE SELECTED BY THE OWNER. 6. RETAINING WALL DESIGNER IS RESPONSIBLE FOR OBTAINING GEOTECHNICAL INFORMATION AS NEEDED FOR DESIGN OF THE PROPOSED WALL. GRADING PLAN NOTES 1. PERFORM GRADING WORK IN ACCORDANCE WITH APPLICABLE CITY SPECIFICATIONS AND BUILDING PERMIT REQUIREMENTS. 2. CONTACT STATE 811 CALL-BEFORE-YOU-DIG LOCATING SERVICE AT LEAST TWO WORKING DAYS PRIOR TO EXCAVATION FOR UNDERGROUND UTILITY LOCATIONS. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL. 4. FIELD VERIFY THE LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO THE START OF LAND DISTURBING ACTIVITIES. NOTIFY THE PROJECT ENGINEER OF ANY DISCREPANCIES OR VARIATIONS IMPACTING THE PROPOSED DESIGN OF THE PROJECT. 5. IN PAVED AREAS, ROUGH GRADE TO SUBGRADE ELEVATION AND LEAVE THE SITE READY FOR SUB-BASE. 6. SUBGRADE EXCAVATION SHALL BE BACKFILLED IMMEDIATELY AFTER EXCAVATION TO HELP OFFSET ANY STABILITY PROBLEMS DUE TO WATER SEEPAGE OR STEEP SLOPES. WHEN PLACING NEW SURFACE MATERIAL ADJACENT TO EXISTING PAVEMENT, THE EXCAVATION SHALL BE BACKFILLED PROMPTLY TO AVOID UNDERMINING OF EXISTING PAVEMENT. 7. ELEVATIONS SHOWN REPRESENT FINISHED SURFACE GRADES. SPOT ELEVATIONS ALONG CURB & GUTTER REPRESENT THE FLOW LINE UNLESS OTHERWISE NOTED 8. EXCESS MATERIAL, BITUMINOUS SURFACING, CONCRETE ITEMS, ABANDONED UTILITY ITEMS, AND OTHER UNSTABLE MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OFF THE CONSTRUCTION SITE. 9. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION OF PAVEMENTS AND CURB AND GUTTER WITH SMOOTH UNIFORM SLOPES THAT PROVIDE POSITIVE DRAINAGE TO COLLECTION POINTS. MAINTAIN A MINIMUM SLOPE OF 1.25% IN ASPHALT PAVEMENT AREAS AND A MINIMUM SLOPE OF 0.50% IN CONCRETE PAVEMENT AREAS. 10. MAINTAIN A MINIMUM SLOPE OF 0.50% ALONG CURB & GUTTER. REVIEW PAVEMENT GRADIENT AND CONSTRUCT "INFALL" CURB WHERE PAVEMENT DRAINS TOWARD THE GUTTER, AND "OUTFALL" CURB WHERE PAVEMENT DRAINS AWAY FROM THE GUTTER. 11. INSTALL A MINIMUM OF 4-INCHES OF AGGREGATE BASE MATERIAL UNDER PROPOSED CONCRETE CURB & GUTTER, SIDEWALKS, AND TRAILS UNLESS OTHERWISE DETAILED. 12. GRADING FOR SIDEWALKS AND ACCESSIBLE ROUTES, INCLUDING CROSSING DRIVEWAYS, SHALL CONFORM TO CURRENT STATE & NATIONAL ADA STANDARDS: ACCESSIBLE RAMP SLOPES SHALL NOT EXCEED 8.3% (1:12). SIDEWALK CROSS-SLOPES SHALL NOT EXCEED 2.0%. LONGITUDINAL SIDEWALK SLOPES SHALL NOT EXCEED 5.0%. ACCESSIBLE PARKING STALLS AND ACCESS AISLES SHALL NOT EXCEED 2.0% IN ANY DIRECTION. A MAXIMUM SLOPE OF 1.50% IS PREFERRED. SIDEWALK ACCESS TO EXTERNAL BUILDING DOORS AND GATES SHALL BE ADA COMPLIANT. NOTIFY ENGINEER IMMEDIATELY IF ADA CRITERIA CANNOT BE MET IN ANY LOCATION PRIOR TO PAVEMENT INSTALLATION. CHANGE ORDERS WILL NOT BE ACCEPTED FOR ADA COMPLIANCE ISSUES. 13. UPON COMPLETION OF LAND DISTURBING ACTIVITIES, RESTORE ADJACENT OFFSITE AREAS DISTURBED BY CONSTRUCTION TO MATCH OR EXCEED THE ORIGINAL CONDITION. LANDSCAPE AREAS SHALL BE RE-VEGETATED WITH A MINIMUM OF 4-INCHES OF TOPSOIL. 14. EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED STORM SEWER ALIGNMENTS. REFER TO THE UTILITY PLANS FOR LAYOUT AND ELEVATIONS FOR PROPOSED SANITARY SEWER, WATER MAIN, AND OTHER BUILDING UTILITY SERVICE CONNECTIONS. 15. CONTRACTOR SHALL PROVIDE TWO DOUBLE-RING INFILTROMETER TESTS PER FILTRATION BASIN (PER ASTM D3385) AT PROJECT COMPLETION TO DEMONSTRATE THAT THE DESIGN INFILTRATION RATES HAVE BEEN ACHIEVED. S D D D WETLAND 3 PROPOSED CHURCH FFE: 976.50 WETLAND 2B PROPOSED CHURCH FFE: 976.50 PROPOSED BMP #1 NWL: 960.50 100-YR HWL: 961.60 DRAINTILE IE: 958.50 WATER QUALITY STORAGE: 13,918 CF TOTAL STORAGE: 58,243 CF 18" 24" 24" NO P A R K I N G NO P A R K I N G P3 MH: 28 962 96 4 966 960 9 6 2 9 6 4 9 6 6 9 6 2 9 6 2 96 4 9 6 4 96 6 968 97 0 962 96 4 96 6 96 8 966 966 970 964 966 968 972 97 4 97 4 960 970 958 962 964 966 968 972 974 97 0 96 4 96 6 96 8 97 2 970 96 4 96 6 96 8 972 974 30' WETLAND SETBACK ELECTRICAL EASEMENT 30' WETLAND BUFFER PROPOSED OVERHEAD POWER REROUTE PROPOSED OVERHEAD POWER REROUTE 1.74% 1.70% 1.70 % 3.7% 4.8% 1. 5 % 1.74% 1.45% 2 . 2 % 3:1 3: 1 10 : 1 16:1 7.2% 7:1 11 : 1 2.1%1.8 % 1. 8 % 4.6% 4.9% 3.5% 1 . 2 % 1.40% 1.48% 3: 1 3.3% 1.8% 8. 2 % 3.4% 6: 1 8: 1 6 : 1 9:1 8:1 1.50% 1.91% TW:969.19 BW:965.99 TW:970.80 BW:966.19 G:975.14 G:975.29 975.23 T:975.64 T/G:975.45 975.22 G:972.88G:974.88 G:973.40G:974.94 G:974.57 G:973.40 G:973.93 G:974.23 G:974.35 G:974.18 G:973.45 G:973.63 G:973.70 G:974.66 G:974.67 G:974.72 975.18 975.67 976.39976.21 T/G:975.00 975.96 975.63 975.61 975.17 975.39 FFE = 976.5 976.22 975.13 T:975.83 G:975.25 G:975.28G:976.15 G:976.08 G:976.02 G:975.95 G:975.86 G:975.83 G:975.33 974.95 FFE = 976.5 976.50 976.00 976.50 976.00976.00 976.00976.00 976.00976.00 976.50 976.28 976.00 976.00 976.41 974.90 974.85 974.95 975.13 975.85 976.24 T/G:975.03 975.30 975.37 975.04 976.50 976.50976.50 975.97 976.09 ST-501 ST-401 ST-500 ST-400 976.00 975.30 975.30 962 960 960 962 96 8 966 970 972 974 97 6 97 4 1 . 6 0 % 1 . 4 4 % 976.50 976.50 976.42 976.43 976.18 976.50 976.50 976.50 976.50976.50 976.00 976.50 976.42 976.42 LP:972.50 ST-502 ST-29 975.13 Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 2 0 1 8 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M K: \ T W C _ L D E V \ M I L L E R _ D U N \ S t . T h o m a s T h e A p o s t l e C h u r c h - M a s t e r P l a n \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ C 5 - G R A D I N G P L A N E N L A R G E M E N T S . d w g A p r i l 1 5 , 2 0 2 5 - 9 : 3 3 a m © BY RE V I S I O N S No . DA T E PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N PR E L I M I N A R Y - N O T FO R C O N S T R U C T I O N MW CI T Y C O M M E N T S 1 3/ 1 0 / 2 5 0.0%PROPOSED DRAINAGE DIRECTION 0.00%PROPOSED ADA SLOPE PR E P A R E D F O R GR A D I N G P L A N EN L A R G E M E N T S C501 ST T H O M A S T H E AP O S T L E MI L L E R DU N W I D D I E CO R C O R A N MN DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . MI C H A E L C . B R A N D T 12 / 1 6 / 2 0 2 4 42 6 6 1 DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 0 5 1 2 0 3 2 12 / 1 6 / 2 0 2 4 AS S H O W N GA R KB P MC B PROPOSED STORM SEWER PROPOSED STORM SEWER PROPERTY LINE EXISTING CONTOUR PROPOSED CONTOUR 928 925 PROPOSED SPOT ELEVATION100.00 LEGEND PROPOSED HIGH POINT ELEVATION HP:0.0 PROPOSED LOW POINT ELEVATION PROPOSED GUTTER ELEVATION PROPOSED TOP OF CURB ELEVATION PROPOSED FLUSH PAVEMENT ELEVATION LP:0.0 G:0.00 T:0.00 PROPOSED EMERGENCY OVERFLOW T/G:0.0 EOF:0.0 ME:0.0 MATCH EXISTING ELEVATION PROPOSED STORM MANHOLE (SOLID CASTING) PROPOSED STORM MANHOLE (ROUND INLET CASTING) PROPOSED STORM MANHOLE/ CATCH BASIN (CURB INLET CASTING) PROPOSED STORM SEWER CLENOUT PROPOSED RIPRAP PROPOSED FLARED END SECTION CO D Know what'sbelow. before you dig.Call R NORTH 0GRAPHIC SCALE IN FEET 20 10 20 40C402 RETAINING WALL NOTES 1. RETAINING WALLS SHALL BE DESIGNED BY OTHERS. 2. PLANS SHOW THE HORIZONTAL LOCATION OF THE TOP OF THE WALL AND PROVIDES FINISHED SURFACE ELEVATIONS AT THE TOP AND BOTTOM FACE OF THE WALL ONLY. 3. RETAINING WALL DESIGN PLANS SHALL BE CERTIFIED BY A LICENSED PROFESSIONAL ENGINEER AND SUBMITTED TO THE REVIEWING AUTHORITY AND KIMLEY-HORN ENGINEER OF RECORD FOR APPROVAL. 4. RETAINING WALL DESIGNER MUST ACCOUNT FOR DRAINAGE AROUND THE WALL AS SHOWN ON THE GRADING PLAN. SURFACE RUNOFF SHALL NOT BE ALLOWED TO DRAIN OVER THE TOP OF THE WALL. 5. RETAINING WALL MATERIAL AND COLOR SHALL BE SELECTED BY THE OWNER. 6. RETAINING WALL DESIGNER IS RESPONSIBLE FOR OBTAINING GEOTECHNICAL INFORMATION AS NEEDED FOR DESIGN OF THE PROPOSED WALL. GRADING PLAN NOTES 1. PERFORM GRADING WORK IN ACCORDANCE WITH APPLICABLE CITY SPECIFICATIONS AND BUILDING PERMIT REQUIREMENTS. 2. CONTACT STATE 811 CALL-BEFORE-YOU-DIG LOCATING SERVICE AT LEAST TWO WORKING DAYS PRIOR TO EXCAVATION FOR UNDERGROUND UTILITY LOCATIONS. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL. 4. FIELD VERIFY THE LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO THE START OF LAND DISTURBING ACTIVITIES. NOTIFY THE PROJECT ENGINEER OF ANY DISCREPANCIES OR VARIATIONS IMPACTING THE PROPOSED DESIGN OF THE PROJECT. 5. IN PAVED AREAS, ROUGH GRADE TO SUBGRADE ELEVATION AND LEAVE THE SITE READY FOR SUB-BASE. 6. SUBGRADE EXCAVATION SHALL BE BACKFILLED IMMEDIATELY AFTER EXCAVATION TO HELP OFFSET ANY STABILITY PROBLEMS DUE TO WATER SEEPAGE OR STEEP SLOPES. WHEN PLACING NEW SURFACE MATERIAL ADJACENT TO EXISTING PAVEMENT, THE EXCAVATION SHALL BE BACKFILLED PROMPTLY TO AVOID UNDERMINING OF EXISTING PAVEMENT. 7. ELEVATIONS SHOWN REPRESENT FINISHED SURFACE GRADES. SPOT ELEVATIONS ALONG CURB & GUTTER REPRESENT THE FLOW LINE UNLESS OTHERWISE NOTED 8. EXCESS MATERIAL, BITUMINOUS SURFACING, CONCRETE ITEMS, ABANDONED UTILITY ITEMS, AND OTHER UNSTABLE MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OFF THE CONSTRUCTION SITE. 9. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION OF PAVEMENTS AND CURB AND GUTTER WITH SMOOTH UNIFORM SLOPES THAT PROVIDE POSITIVE DRAINAGE TO COLLECTION POINTS. MAINTAIN A MINIMUM SLOPE OF 1.25% IN ASPHALT PAVEMENT AREAS AND A MINIMUM SLOPE OF 0.50% IN CONCRETE PAVEMENT AREAS. 10. MAINTAIN A MINIMUM SLOPE OF 0.50% ALONG CURB & GUTTER. REVIEW PAVEMENT GRADIENT AND CONSTRUCT "INFALL" CURB WHERE PAVEMENT DRAINS TOWARD THE GUTTER, AND "OUTFALL" CURB WHERE PAVEMENT DRAINS AWAY FROM THE GUTTER. 11. INSTALL A MINIMUM OF 4-INCHES OF AGGREGATE BASE MATERIAL UNDER PROPOSED CONCRETE CURB & GUTTER, SIDEWALKS, AND TRAILS UNLESS OTHERWISE DETAILED. 12. GRADING FOR SIDEWALKS AND ACCESSIBLE ROUTES, INCLUDING CROSSING DRIVEWAYS, SHALL CONFORM TO CURRENT STATE & NATIONAL ADA STANDARDS: ACCESSIBLE RAMP SLOPES SHALL NOT EXCEED 8.3% (1:12). SIDEWALK CROSS-SLOPES SHALL NOT EXCEED 2.0%. LONGITUDINAL SIDEWALK SLOPES SHALL NOT EXCEED 5.0%. ACCESSIBLE PARKING STALLS AND ACCESS AISLES SHALL NOT EXCEED 2.0% IN ANY DIRECTION. A MAXIMUM SLOPE OF 1.50% IS PREFERRED. SIDEWALK ACCESS TO EXTERNAL BUILDING DOORS AND GATES SHALL BE ADA COMPLIANT. NOTIFY ENGINEER IMMEDIATELY IF ADA CRITERIA CANNOT BE MET IN ANY LOCATION PRIOR TO PAVEMENT INSTALLATION. CHANGE ORDERS WILL NOT BE ACCEPTED FOR ADA COMPLIANCE ISSUES. 13. UPON COMPLETION OF LAND DISTURBING ACTIVITIES, RESTORE ADJACENT OFFSITE AREAS DISTURBED BY CONSTRUCTION TO MATCH OR EXCEED THE ORIGINAL CONDITION. LANDSCAPE AREAS SHALL BE RE-VEGETATED WITH A MINIMUM OF 4-INCHES OF TOPSOIL. 14. EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED STORM SEWER ALIGNMENTS. REFER TO THE UTILITY PLANS FOR LAYOUT AND ELEVATIONS FOR PROPOSED SANITARY SEWER, WATER MAIN, AND OTHER BUILDING UTILITY SERVICE CONNECTIONS. 15. CONTRACTOR SHALL PROVIDE TWO DOUBLE-RING INFILTROMETER TESTS PER FILTRATION BASIN (PER ASTM D3385) AT PROJECT COMPLETION TO DEMONSTRATE THAT THE DESIGN INFILTRATION RATES HAVE BEEN ACHIEVED. S PROPOSED CHURCH FFE: 976.50 PROPOSED BMP #2 100-YR HWL: 970.21 NWL: 969.00 DRAINTILE IE: 967.00 WATER QUALITY STORAGE: 18,290 CF TOTAL STORAGE: 58,622 CF WETLAND 3 NO P A R K I N G 36" 2 4 " 15" NO P A R K I N G NO P A R K I N G NO P A R K I N G NO P A R K I N G NO P A R K I N G NO P A R K I N G NO P A R K I N G P1 MH: 28 P1 MH: 28 P1 MH: 28 P1 MH: 28 P3 MH: 28 P2 MH: 28 P2 MH: 28 960 9 6 2 9 6 4 9 6 6 970 968 972 970 9 6 6 968 972 97 4 974 970 968 97 2 9 7 4 972 974 974 970 964 96 6 96 8 97 0 96 8 96 2 96 4 96 6 966 97 4 97 4 974 9 7 4 9 7 4 974 974 970 964 966 968 972 974 970 96 4 96 6 96 8 972 974 ELECTRICAL EASEMENT PROPOSED PUBLIC WATER EASEMENT 964 970 972 1.70% 1.70% 1 . 4 5 % 1.70% 1.57 % 1.55 % 1.52 % 1.52 % 1.53 % 1.80% 1.30 % 1.81 % 1.79 % 1.75 % 1.79 % 1.66 % 1.67 % 1.72 % 1.74% 1.70% 1.70 % 2 . 3 0 % 1.70% 4 . 1 8 % 3 . 2 4 % 2 . 5 % 2.4 % 2.4 % 2 . 4 % 2. 8 % 2 . 7 % 1 . 4 % 2.22% 0.99% 1.5 5 % 2.6 % 2.2 % ??? 3.7% 1. 5 % 1.74% 1.45% 2 . 2 % 3:1 3:1 4:1 5: 1 10 : 1 3: 1 2.8 5 % 2.1% 2.4% 2.3% 3.3 % 3.0 % 2.2 % 2.4% 1. 5 % 1 . 5 % 2.0 % 1.2 % 1.3% 1.2 % 1. 7 % 2. 7 % 3.3% 2.1% 1.6 % 1.8 % 1. 8 % 4.9% 3.5% 1 . 2 % 1.70% 1.52 % 1.40% 1.48% 7.4% 2 . 9 % 3:1 3: 1 1.70% 1.60% 0. 6 4 % 1.50% 1.91% 9 . 0 % 4 . 1 % 15.9 % 2.7 % TW:969.19 BW:965.99 TW:970.80 BW:966.19 TW:973.86 BW:970.99 TW:973.95 BW:970.47 TW:973.86 BW:970.98 TW:974.09 BW:968.24 T/G:974.00 T/G:974.07 T/G:975.54 T/G:974.89 974.67 975.65 974.25 T/G:975.80 T/G:975.73 975.59 G:975.14 G:975.29 975.23 T:975.64 T/G:975.45 975.22 G:973.40G:974.94 G:974.57 G:972.62 G:972.45 G:972.31 G:971.73 G:973.22 G:973.69 G:973.76 G:973.92 G:973.86 G:973.75 G:973.77 ME:972.87 T/G:973.36 974.62 G:973.86 G:973.76 G:973.16 G:973.35 G:973.66 T/G:973.70 G:973.73 T/G:973.65 G:973.63 G:973.57 973.88973.73 973.83973.79 975.20 975.25 G:973.34 G:972.25 G:972.34 G:972.37 G:972.46 G:973.40 G:973.93 G:974.23 G:974.35 G:974.18975.18 975.67 976.39976.21 T/G:975.00 975.96 975.63 975.61 975.17 975.39 LP:972.87 LP:972.03 FFE = 976.5 976.22 LP:973.54 G:973.46 G:974.15 975.13 T:973.73 T:974.07 T:975.83 G:975.25 G:975.28G:976.15 G:976.08 G:976.02 G:975.95 G:975.86 G:975.83 T/G:975.23 G:974.94 T:974.93 G:974.94 G:974.78 T/G:975.33 G:974.74 G:974.75 T/G:974.93 T/G:974.57 T/G:974.70 T/G:975.07 T/G:975.00 T/G:975.55 T/G:975.65 T/G:975.72 G:973.82G:973.66 G:973.60 G:973.52 G:973.46 G:973.65 G:973.73 G:973.78 G:973.84G:973.93 G:974.57 G:974.48 G:974.42 G:974.36 G:974.26 G:973.96 G:973.91 G:973.99 G:974.06 G:974.15G:974.42 T:974.20 G:973.69 G:973.67 G:973.63 G:973.48 G:973.44 G:974.43 G:974.77 G:974.89 G:974.95 G:974.93 G:974.16 G:973.96 G:973.91 G:973.92G:974.26 G:973.33 G:973.11 G:973.05 G:972.98 G:972.98 G:975.77 T:976.17 G:975.67 G:975.62 T:976.12 G:975.52 G:975.40 G:975.35 G:975.35 T:975.85 974.94974.38 T:975.27 G:974.77 974.26 G:974.12 T:974.23 G:974.20 G:975.57 G:975.59 T:975.81 G:975.51 G:975.41G:975.36 G:975.39 G:974.46 G:974.31 975.55 975.66 974.79 T:974.89 G:974.88 975.11 975.07 T:974.61 G:974.62 T:974.50 G:974.49 T:975.42 G:975.40 G:975.37 G:975.31 G:975.25 T:975.89T:974.76 T:975.26 G:975.33 974.95 FFE = 976.5 975.24 975.08 974.98 975.17 974.89 975.24 975.10 974.94 974.70 974.78 975.03 975.13 975.22974.65 974.56 974.47 976.50 976.00 976.50 976.50 976.41 974.90 974.85 974.95 975.13 975.85 976.24 T/G:975.03 975.30 975.37 975.04 976.50 976.50976.50 975.97 976.09 ST-402 ST-102 ST-201 ST-103 ST-101 ST-301 OCS ST-100 ST-200 ST-300 1.5% 2.8 % 3.5 % 9 6 6 96 8 TW:973.51 BW:969.36 TW:973.36 BW:968.99 ST-600 976.00 975.30 975.30 LP:971.69 ME:975.97 976 970 96 8 96 6 96 4 976 964 966 97 4 9 7 6 97 4 1 . 6 0 % 1 . 4 4 % 976.18 976.50 976.50 976.50 976.50976.50 976.00 976.50 976.42 976.42 TW:973.50 BW:970.22 LP:972.50 ST-502975.13 Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 2 0 1 8 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M K: \ T W C _ L D E V \ M I L L E R _ D U N \ S t . T h o m a s T h e A p o s t l e C h u r c h - M a s t e r P l a n \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ C 5 - G R A D I N G P L A N E N L A R G E M E N T S . d w g A p r i l 1 5 , 2 0 2 5 - 9 : 3 3 a m © BY RE V I S I O N S No . DA T E PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N PR E L I M I N A R Y - N O T FO R C O N S T R U C T I O N MW CI T Y C O M M E N T S 1 3/ 1 0 / 2 5 PR E P A R E D F O R GR A D I N G P L A N EN L A R G E M E N T S C502 ST T H O M A S T H E AP O S T L E MI L L E R DU N W I D D I E CO R C O R A N MN DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . MI C H A E L C . B R A N D T 12 / 1 6 / 2 0 2 4 42 6 6 1 DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 0 5 1 2 0 3 2 12 / 1 6 / 2 0 2 4 AS S H O W N GA R KB P MC B PROPOSED STORM SEWER PROPOSED STORM SEWER PROPERTY LINE EXISTING CONTOUR PROPOSED CONTOUR 928 925 PROPOSED SPOT ELEVATION100.00 LEGEND PROPOSED HIGH POINT ELEVATION HP:0.0 PROPOSED LOW POINT ELEVATION PROPOSED GUTTER ELEVATION PROPOSED TOP OF CURB ELEVATION PROPOSED FLUSH PAVEMENT ELEVATION LP:0.0 G:0.00 T:0.00 PROPOSED EMERGENCY OVERFLOW T/G:0.0 EOF:0.0 0.0%PROPOSED DRAINAGE DIRECTION 0.00%PROPOSED ADA SLOPE ME:0.0 MATCH EXISTING ELEVATION PROPOSED STORM MANHOLE (SOLID CASTING) PROPOSED STORM MANHOLE (ROUND INLET CASTING) PROPOSED STORM MANHOLE/ CATCH BASIN (CURB INLET CASTING) PROPOSED STORM SEWER CLENOUT PROPOSED RIPRAP PROPOSED FLARED END SECTION CO D Know what'sbelow. before you dig.Call R NORTH 0GRAPHIC SCALE IN FEET20102040 C401 C403 C403 RETAINING WALL NOTES 1. RETAINING WALLS SHALL BE DESIGNED BY OTHERS. 2. PLANS SHOW THE HORIZONTAL LOCATION OF THE TOP OF THE WALL AND PROVIDES FINISHED SURFACE ELEVATIONS AT THE TOP AND BOTTOM FACE OF THE WALL ONLY. 3. RETAINING WALL DESIGN PLANS SHALL BE CERTIFIED BY A LICENSED PROFESSIONAL ENGINEER AND SUBMITTED TO THE REVIEWING AUTHORITY AND KIMLEY-HORN ENGINEER OF RECORD FOR APPROVAL. 4. RETAINING WALL DESIGNER MUST ACCOUNT FOR DRAINAGE AROUND THE WALL AS SHOWN ON THE GRADING PLAN. SURFACE RUNOFF SHALL NOT BE ALLOWED TO DRAIN OVER THE TOP OF THE WALL. 5. RETAINING WALL MATERIAL AND COLOR SHALL BE SELECTED BY THE OWNER. 6. RETAINING WALL DESIGNER IS RESPONSIBLE FOR OBTAINING GEOTECHNICAL INFORMATION AS NEEDED FOR DESIGN OF THE PROPOSED WALL. GRADING PLAN NOTES 1. PERFORM GRADING WORK IN ACCORDANCE WITH APPLICABLE CITY SPECIFICATIONS AND BUILDING PERMIT REQUIREMENTS. 2. CONTACT STATE 811 CALL-BEFORE-YOU-DIG LOCATING SERVICE AT LEAST TWO WORKING DAYS PRIOR TO EXCAVATION FOR UNDERGROUND UTILITY LOCATIONS. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL. 4. FIELD VERIFY THE LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO THE START OF LAND DISTURBING ACTIVITIES. NOTIFY THE PROJECT ENGINEER OF ANY DISCREPANCIES OR VARIATIONS IMPACTING THE PROPOSED DESIGN OF THE PROJECT. 5. IN PAVED AREAS, ROUGH GRADE TO SUBGRADE ELEVATION AND LEAVE THE SITE READY FOR SUB-BASE. 6. SUBGRADE EXCAVATION SHALL BE BACKFILLED IMMEDIATELY AFTER EXCAVATION TO HELP OFFSET ANY STABILITY PROBLEMS DUE TO WATER SEEPAGE OR STEEP SLOPES. WHEN PLACING NEW SURFACE MATERIAL ADJACENT TO EXISTING PAVEMENT, THE EXCAVATION SHALL BE BACKFILLED PROMPTLY TO AVOID UNDERMINING OF EXISTING PAVEMENT. 7. ELEVATIONS SHOWN REPRESENT FINISHED SURFACE GRADES. SPOT ELEVATIONS ALONG CURB & GUTTER REPRESENT THE FLOW LINE UNLESS OTHERWISE NOTED 8. EXCESS MATERIAL, BITUMINOUS SURFACING, CONCRETE ITEMS, ABANDONED UTILITY ITEMS, AND OTHER UNSTABLE MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OFF THE CONSTRUCTION SITE. 9. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION OF PAVEMENTS AND CURB AND GUTTER WITH SMOOTH UNIFORM SLOPES THAT PROVIDE POSITIVE DRAINAGE TO COLLECTION POINTS. MAINTAIN A MINIMUM SLOPE OF 1.25% IN ASPHALT PAVEMENT AREAS AND A MINIMUM SLOPE OF 0.50% IN CONCRETE PAVEMENT AREAS. 10. MAINTAIN A MINIMUM SLOPE OF 0.50% ALONG CURB & GUTTER. REVIEW PAVEMENT GRADIENT AND CONSTRUCT "INFALL" CURB WHERE PAVEMENT DRAINS TOWARD THE GUTTER, AND "OUTFALL" CURB WHERE PAVEMENT DRAINS AWAY FROM THE GUTTER. 11. INSTALL A MINIMUM OF 4-INCHES OF AGGREGATE BASE MATERIAL UNDER PROPOSED CONCRETE CURB & GUTTER, SIDEWALKS, AND TRAILS UNLESS OTHERWISE DETAILED. 12. GRADING FOR SIDEWALKS AND ACCESSIBLE ROUTES, INCLUDING CROSSING DRIVEWAYS, SHALL CONFORM TO CURRENT STATE & NATIONAL ADA STANDARDS: ACCESSIBLE RAMP SLOPES SHALL NOT EXCEED 8.3% (1:12). SIDEWALK CROSS-SLOPES SHALL NOT EXCEED 2.0%. LONGITUDINAL SIDEWALK SLOPES SHALL NOT EXCEED 5.0%. ACCESSIBLE PARKING STALLS AND ACCESS AISLES SHALL NOT EXCEED 2.0% IN ANY DIRECTION. A MAXIMUM SLOPE OF 1.50% IS PREFERRED. SIDEWALK ACCESS TO EXTERNAL BUILDING DOORS AND GATES SHALL BE ADA COMPLIANT. NOTIFY ENGINEER IMMEDIATELY IF ADA CRITERIA CANNOT BE MET IN ANY LOCATION PRIOR TO PAVEMENT INSTALLATION. CHANGE ORDERS WILL NOT BE ACCEPTED FOR ADA COMPLIANCE ISSUES. 13. UPON COMPLETION OF LAND DISTURBING ACTIVITIES, RESTORE ADJACENT OFFSITE AREAS DISTURBED BY CONSTRUCTION TO MATCH OR EXCEED THE ORIGINAL CONDITION. LANDSCAPE AREAS SHALL BE RE-VEGETATED WITH A MINIMUM OF 4-INCHES OF TOPSOIL. 14. EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED STORM SEWER ALIGNMENTS. REFER TO THE UTILITY PLANS FOR LAYOUT AND ELEVATIONS FOR PROPOSED SANITARY SEWER, WATER MAIN, AND OTHER BUILDING UTILITY SERVICE CONNECTIONS. 15. CONTRACTOR SHALL PROVIDE TWO DOUBLE-RING INFILTROMETER TESTS PER FILTRATION BASIN (PER ASTM D3385) AT PROJECT COMPLETION TO DEMONSTRATE THAT THE DESIGN INFILTRATION RATES HAVE BEEN ACHIEVED. D CO. RD . N O . 1 0 CO M M E R C E S T . 97 2 980 9 7 4 97 6 978 972 974974 98 0 978 970 972 1.5 5 % 1.2 % 1. 7 % 2 . 4 % 3. 0 % 2. 7 % 3.3% 7.4% 2 . 9 % 1.60% 0. 6 4 % 2.7 % G:973.77 ME:972.87 T/G:973.36 974.62 G:973.86 G:973.76 975.20 975.25 G:973.46 G:974.15 ME:979.51 ST-600 ME:978.95 ME:978.15 ME:976.63 ME:975.97 976 976 978 Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 2 0 1 8 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M K: \ T W C _ L D E V \ M I L L E R _ D U N \ S t . T h o m a s T h e A p o s t l e C h u r c h - M a s t e r P l a n \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ C 5 - G R A D I N G P L A N E N L A R G E M E N T S . d w g A p r i l 1 5 , 2 0 2 5 - 9 : 3 3 a m © BY RE V I S I O N S No . DA T E PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N PR E L I M I N A R Y - N O T FO R C O N S T R U C T I O N MW CI T Y C O M M E N T S 1 3/ 1 0 / 2 5 0.0%PROPOSED DRAINAGE DIRECTION 0.00%PROPOSED ADA SLOPE PR E P A R E D F O R GR A D I N G P L A N EN L A R G E M E N T S C503 ST T H O M A S T H E AP O S T L E MI L L E R DU N W I D D I E CO R C O R A N MN DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . MI C H A E L C . B R A N D T 12 / 1 6 / 2 0 2 4 42 6 6 1 DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 0 5 1 2 0 3 2 12 / 1 6 / 2 0 2 4 AS S H O W N GA R KB P MC B PROPOSED STORM SEWER PROPOSED STORM SEWER PROPERTY LINE EXISTING CONTOUR PROPOSED CONTOUR 928 925 PROPOSED SPOT ELEVATION100.00 LEGEND PROPOSED HIGH POINT ELEVATION HP:0.0 PROPOSED LOW POINT ELEVATION PROPOSED GUTTER ELEVATION PROPOSED TOP OF CURB ELEVATION PROPOSED FLUSH PAVEMENT ELEVATION LP:0.0 G:0.00 T:0.00 PROPOSED EMERGENCY OVERFLOW T/G:0.0 EOF:0.0 ME:0.0 MATCH EXISTING ELEVATION PROPOSED STORM MANHOLE (SOLID CASTING) PROPOSED STORM MANHOLE (ROUND INLET CASTING) PROPOSED STORM MANHOLE/ CATCH BASIN (CURB INLET CASTING) PROPOSED STORM SEWER CLENOUT PROPOSED RIPRAP PROPOSED FLARED END SECTION CO D Know what'sbelow. before you dig.Call R NORTH 0GRAPHIC SCALE IN FEET20102040 C402 C402 RETAINING WALL NOTES 1. RETAINING WALLS SHALL BE DESIGNED BY OTHERS. 2. PLANS SHOW THE HORIZONTAL LOCATION OF THE TOP OF THE WALL AND PROVIDES FINISHED SURFACE ELEVATIONS AT THE TOP AND BOTTOM FACE OF THE WALL ONLY. 3. RETAINING WALL DESIGN PLANS SHALL BE CERTIFIED BY A LICENSED PROFESSIONAL ENGINEER AND SUBMITTED TO THE REVIEWING AUTHORITY AND KIMLEY-HORN ENGINEER OF RECORD FOR APPROVAL. 4. RETAINING WALL DESIGNER MUST ACCOUNT FOR DRAINAGE AROUND THE WALL AS SHOWN ON THE GRADING PLAN. SURFACE RUNOFF SHALL NOT BE ALLOWED TO DRAIN OVER THE TOP OF THE WALL. 5. RETAINING WALL MATERIAL AND COLOR SHALL BE SELECTED BY THE OWNER. 6. RETAINING WALL DESIGNER IS RESPONSIBLE FOR OBTAINING GEOTECHNICAL INFORMATION AS NEEDED FOR DESIGN OF THE PROPOSED WALL. GRADING PLAN NOTES 1. PERFORM GRADING WORK IN ACCORDANCE WITH APPLICABLE CITY SPECIFICATIONS AND BUILDING PERMIT REQUIREMENTS. 2. CONTACT STATE 811 CALL-BEFORE-YOU-DIG LOCATING SERVICE AT LEAST TWO WORKING DAYS PRIOR TO EXCAVATION FOR UNDERGROUND UTILITY LOCATIONS. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL. 4. FIELD VERIFY THE LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO THE START OF LAND DISTURBING ACTIVITIES. NOTIFY THE PROJECT ENGINEER OF ANY DISCREPANCIES OR VARIATIONS IMPACTING THE PROPOSED DESIGN OF THE PROJECT. 5. IN PAVED AREAS, ROUGH GRADE TO SUBGRADE ELEVATION AND LEAVE THE SITE READY FOR SUB-BASE. 6. SUBGRADE EXCAVATION SHALL BE BACKFILLED IMMEDIATELY AFTER EXCAVATION TO HELP OFFSET ANY STABILITY PROBLEMS DUE TO WATER SEEPAGE OR STEEP SLOPES. WHEN PLACING NEW SURFACE MATERIAL ADJACENT TO EXISTING PAVEMENT, THE EXCAVATION SHALL BE BACKFILLED PROMPTLY TO AVOID UNDERMINING OF EXISTING PAVEMENT. 7. ELEVATIONS SHOWN REPRESENT FINISHED SURFACE GRADES. SPOT ELEVATIONS ALONG CURB & GUTTER REPRESENT THE FLOW LINE UNLESS OTHERWISE NOTED 8. EXCESS MATERIAL, BITUMINOUS SURFACING, CONCRETE ITEMS, ABANDONED UTILITY ITEMS, AND OTHER UNSTABLE MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OFF THE CONSTRUCTION SITE. 9. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION OF PAVEMENTS AND CURB AND GUTTER WITH SMOOTH UNIFORM SLOPES THAT PROVIDE POSITIVE DRAINAGE TO COLLECTION POINTS. MAINTAIN A MINIMUM SLOPE OF 1.25% IN ASPHALT PAVEMENT AREAS AND A MINIMUM SLOPE OF 0.50% IN CONCRETE PAVEMENT AREAS. 10. MAINTAIN A MINIMUM SLOPE OF 0.50% ALONG CURB & GUTTER. REVIEW PAVEMENT GRADIENT AND CONSTRUCT "INFALL" CURB WHERE PAVEMENT DRAINS TOWARD THE GUTTER, AND "OUTFALL" CURB WHERE PAVEMENT DRAINS AWAY FROM THE GUTTER. 11. INSTALL A MINIMUM OF 4-INCHES OF AGGREGATE BASE MATERIAL UNDER PROPOSED CONCRETE CURB & GUTTER, SIDEWALKS, AND TRAILS UNLESS OTHERWISE DETAILED. 12. GRADING FOR SIDEWALKS AND ACCESSIBLE ROUTES, INCLUDING CROSSING DRIVEWAYS, SHALL CONFORM TO CURRENT STATE & NATIONAL ADA STANDARDS: ACCESSIBLE RAMP SLOPES SHALL NOT EXCEED 8.3% (1:12). SIDEWALK CROSS-SLOPES SHALL NOT EXCEED 2.0%. LONGITUDINAL SIDEWALK SLOPES SHALL NOT EXCEED 5.0%. ACCESSIBLE PARKING STALLS AND ACCESS AISLES SHALL NOT EXCEED 2.0% IN ANY DIRECTION. A MAXIMUM SLOPE OF 1.50% IS PREFERRED. SIDEWALK ACCESS TO EXTERNAL BUILDING DOORS AND GATES SHALL BE ADA COMPLIANT. NOTIFY ENGINEER IMMEDIATELY IF ADA CRITERIA CANNOT BE MET IN ANY LOCATION PRIOR TO PAVEMENT INSTALLATION. CHANGE ORDERS WILL NOT BE ACCEPTED FOR ADA COMPLIANCE ISSUES. 13. UPON COMPLETION OF LAND DISTURBING ACTIVITIES, RESTORE ADJACENT OFFSITE AREAS DISTURBED BY CONSTRUCTION TO MATCH OR EXCEED THE ORIGINAL CONDITION. LANDSCAPE AREAS SHALL BE RE-VEGETATED WITH A MINIMUM OF 4-INCHES OF TOPSOIL. 14. EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED STORM SEWER ALIGNMENTS. REFER TO THE UTILITY PLANS FOR LAYOUT AND ELEVATIONS FOR PROPOSED SANITARY SEWER, WATER MAIN, AND OTHER BUILDING UTILITY SERVICE CONNECTIONS. 15. CONTRACTOR SHALL PROVIDE TWO DOUBLE-RING INFILTROMETER TESTS PER FILTRATION BASIN (PER ASTM D3385) AT PROJECT COMPLETION TO DEMONSTRATE THAT THE DESIGN INFILTRATION RATES HAVE BEEN ACHIEVED. S S S W D S D D D 960 965 957 958 959 96 1 962 96 3 96 4 966 9 6 7 9 6 0 965 9 6 1 9 6 2 96 3 964 97 0 975 96 6 96 7 96 8 96 9 97 1 97 2 97 3 974 97 6 97 7 9 6 5 9 7 0 9 6 2 9 6 2 9 6 3 9 6 3 96 4 9 6 4 96 6 9 6 7 968 969 9 7 1 9 7 2 97 3 970 96 6 96 7 968 969 971 972 973 974 965 970 966 967 968 969 971 97 2 97 5 980 97 3 9 7 4 97 6 977 978 979 CO. RD. NO. 10 CO M M E R C E S T WETLAND 3 PROPOSED CHURCH FFE: 976.50 WETLAND 2B WETLAND 1B PROPOSED BMP #1 NWL: 960.50 100-YR HWL: 961.60 DRAINTILE IE: 958.50 WATER QUALITY STORAGE: 13,918 CF TOTAL STORAGE: 58,243 CF PROPOSED BMP #2 100-YR HWL: 970.21 NWL: 969.00 DRAINTILE IE: 967.00 WATER QUALITY STORAGE: 18,290 CF TOTAL STORAGE: 58,622 CF WETLAND 2A 36" 2 4 " 15" 18" 24" 24" P1 MH: 28 P1 MH: 28 P1 MH: 28 P1 MH: 28 P3 MH: 28 P2 MH: 28 P2 MH: 28 97 0 96 4 96 6 96 8 97 2 970 964964 966 968 972 970 964 966 968 97 2 9 7 4 974 976 97 8 970 966 96 8 972 960958 962 ST-201 ST-103 ST-402 ST-501 ST-102 ST-101 ST-301 OCS ST-401 ST-300 ST-100 ST-200 ST-400 ST-500 30' WETLAND SETBACK SANITARY SEWER EASEMENT SEE SURVEY ELECTRICAL EASEMENT 30' WETLAND BUFFER ST-502 ST-29 Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 2 0 1 8 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M K: \ T W C _ L D E V \ M I L L E R _ D U N \ S t . T h o m a s T h e A p o s t l e C h u r c h - M a s t e r P l a n \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ C 5 - S T O R M S E W E R P L A N . d w g A p r i l 1 5 , 2 0 2 5 - 9 : 3 3 a m © BY RE V I S I O N S No . DA T E PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N PR E L I M I N A R Y - N O T FO R C O N S T R U C T I O N MW CI T Y C O M M E N T S 1 3/ 1 0 / 2 5 PR E P A R E D F O R ST O R M S E W E R PL A N C504 ST T H O M A S T H E AP O S T L E MI L L E R DU N W I D D I E CO R C O R A N MN DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . MI C H A E L C . B R A N D T 12 / 1 6 / 2 0 2 4 42 6 6 1 DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 0 5 1 2 0 3 2 12 / 1 6 / 2 0 2 4 AS S H O W N GA R GA R MC B PROPOSED STORM MANHOLE (SOLID CASTING) PROPOSED STORM SEWER PROPOSED STORM MANHOLE (ROUND INLET CASTING) PROPOSED STORM SEWER PROPERTY LINE LEGEND PROPOSED SANITARY SEWER PROPOSED WATERMAIN CO PROPOSED STORM MANHOLE/ CATCH BASIN (CURB INLET CASTING) PROPOSED STORM SEWER CLENOUT PROPOSED RIPRAP PROPOSED FLARED END SECTION D Know what'sbelow. before you dig.Call R NORTH 0GRAPHIC SCALE IN FEET502550100 C505 C506 C507 STORM SEWER NOTES 1. INSTALL STORM SEWER IN ACCORDANCE WITH APPLICABLE CITY OR STATE SPECIFICATIONS, STATE PLUMBING CODE, AND BUILDING PERMIT REQUIREMENTS. 2. CONTACT STATE 811 CALL-BEFORE-YOU-DIG LOCATING SERVICE AT LEAST TWO WORKING DAYS PRIOR TO EXCAVATION FOR UNDERGROUND UTILITY LOCATIONS. 3. STORM SEWER PIPE SHALL BE: RCP: ASTM C-76 HDPE: ASTM F-714, F-894 PVC: ASTM D-2729 PVC SCH40: ASTM D-1785, D-2665, F-794 DRAIN TILE SHALL BE: PE: ASTM F-6667 PVC: ASTM D-2729 FITTINGS SHALL BE: RCP: ASTM C-76, JOINTS PER ASTM C-361, C-990, AND C-443 HDPE: ASTM D-3212 PVC: ASTM D-2729, JOINTS PER ASTM D-3212 PVC SCH40: ASTM D-2665, F-794, F-1866 4. CONTRACTOR IS RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL. 5. FIELD VERIFY THE LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO THE START OF LAND DISTURBING ACTIVITIES. NOTIFY THE PROJECT ENGINEER OF ANY DISCREPANCIES OR VARIATIONS IMPACTING THE PROPOSED DESIGN OF THE PROJECT. 6. EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED STORM SEWER ALIGNMENTS. REFER TO THE UTILITY PLANS FOR LAYOUT AND ELEVATIONS FOR PROPOSED SANITARY SEWER, WATER MAIN, AND OTHER BUILDING UTILITY SERVICE CONNECTIONS. REFER TO THE GRADING PLAN FOR DETAILED SURFACE ELEVATIONS. 7. EXCESS MATERIAL, BITUMINOUS SURFACING, CONCRETE ITEMS, ABANDONED UTILITY ITEMS, AND OTHER UNSTABLE MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OFF THE CONSTRUCTION SITE. 8. COORDINATE WITH THE PLUMBING PLANS FOR THE LOCATION, SIZE AND ELEVATION OF THE PROPOSED UNDERGROUND ROOF DRAIN CONNECTIONS. 9. WHERE STORM SEWER ROOF DRAINS HAVE LESS THAN 4-FEET OF COVER IN PAVED AREAS OR 3-FEET OF COVER IN LANDSCAPE AREAS, PROVIDE 3-INCH THICK INSULATION A MINIMUM OF 5-FEET IN WIDTH, CENTERED ON THE PIPE. 10. ALL STORM SEWER PIPE JOINTS SHALL BE WATER-TIGHT CONNECTIONS. 11. ALL STORM SEWER PIPE CONNECTIONS TO MANHOLES SHALL BE GASKETED AND WATER TIGHT. BOOTED COUPLERS AT THE STRUCTURE OR A WATER STOP WITH NON-SHRINK GROUT MAY BE USED IN ACCORDANCE WITH LOCAL CODES. 12. CONTRACTOR SHALL AIR TEST ALL STORM SEWER PIPE IN ACCORDANCE WITH LOCAL CODE REQUIREMENTS. S WETLAND 3 PROPOSED CHURCH FFE: 976.50 WETLAND 2B PROPOSED BMP #1 NWL: 960.50 100-YR HWL: 961.60 DRAINTILE IE: 958.50 WATER QUALITY STORAGE: 13,918 CF TOTAL STORAGE: 58,243 CF 18" 24" 24" P3 MH: 28 D D D965 962 96 3 96 4 966 967 960 9 6 5 9 6 1 9 6 2 9 6 3 9 6 4 9 6 6 9 6 5 9 6 2 9 6 2 9 6 3 9 6 3 96 4 9 6 4 96 6 9 6 7 968 969 9 6 5 97 0 962 96 3 96 4 96 6 96 7 96 8 96 9 966 967 966 ST-501 STMH 48" DIA. RE:974.15 IE:966.69 SE IE:966.69 W IE:966.69 S IE:966.69 NW ROOF DRAIN IE:967.21 NW ST-401 STMH 48" DIA. RE:965.96 IE:963.50 S IE:963.50 E IE:963.50 N ROOF DRAIN IE:966.20 NW ST-400 FES 24" IE:960.50 S ST-500 FES 24" IE:960.50 SE 183 LF - 15" HDPE @ 3.82% 98 LF - 18" HDPE @ 3.93% 27 LF - 6" PVC @ -2.81% 7 LF - 6" PVC @ 2.18% 69 LF - 8" PVC @ 10.38% 21 LF - 6" PVC @ 2.18% 26 LF - 6" PVC @ 2.20% 146 LF - 24" HDPE @ 2.05% 69 LF - 8" PVC @ 4.23% 7 LF - 6" PVC @ 4.55% 17 LF - 6" PVC @ 4.55% 59 LF - 24" HDPE @ 3.93% 10 LF - 6" PVC @ 4.55%18 LF - 6" PVC @ 2.93% 44 LF - 6" PVC @ 6.41% ROOF DRAIN IE:965.93 E ROOF DRAIN IE:975.18 E ROOF DRAIN IE:974.39 E ROOF DRAIN IE:969.00 NW ROOF DRAIN IE:969.00 NW 970 964 966 968 972 97 4 97 4 960 958 962 964 97 0 96 4 96 6 96 8 97 2 970 96 4 96 6 96 8 972 974 80 LF - 24" RCP @ 0.50% 110 LF - 18" HDPE @ 3.93% ST-700 FES 24" IE:958.00 SE ST-701 CBMH 48" DIA. (CIR.) RE:962.99 IE:958.40 NW DRAINTILE STUBS (TYP.) 6" DRAINTILE IE: 958.50 ST-502 CBMH 48" DIA. RE:975.40 IE:971.00 NW 34 L F - 6 " P V C @ 2 . 1 8 % 37 L F - 6 " P V C @ 5 . 8 8 % 54 LF - 6" PVC @ 4.23% Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 2 0 1 8 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M K: \ T W C _ L D E V \ M I L L E R _ D U N \ S t . T h o m a s T h e A p o s t l e C h u r c h - M a s t e r P l a n \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ C 5 - S T O R M S E W E R E N L A R G E M E N T S . d w g A p r i l 1 5 , 2 0 2 5 - 9 : 3 4 a m © BY RE V I S I O N S No . DA T E PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N PR E L I M I N A R Y - N O T FO R C O N S T R U C T I O N MW CI T Y C O M M E N T S 1 3/ 1 0 / 2 5 PR E P A R E D F O R ST O R M S E W E R EN L A R G E M E N T S C505 ST T H O M A S T H E AP O S T L E MI L L E R DU N W I D D I E CO R C O R A N MN DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . MI C H A E L C . B R A N D T 12 / 1 6 / 2 0 2 4 42 6 6 1 DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 0 5 1 2 0 3 2 12 / 1 6 / 2 0 2 4 AS S H O W N GA R GA R MC B PROPOSED STORM MANHOLE (SOLID CASTING) PROPOSED STORM SEWER PROPOSED STORM MANHOLE (ROUND INLET CASTING) PROPOSED STORM SEWER PROPERTY LINE LEGEND PROPOSED SANITARY SEWER PROPOSED WATERMAIN CO PROPOSED STORM MANHOLE/CATCH BASIN PROPOSED STORM SEWER CLENOUT PROPOSED RIPRAP PROPOSED FLARED END SECTION D Know what'sbelow. before you dig.Call R NORTH C506 (CURB INLET CASTING) 0GRAPHIC SCALE IN FEET 20 10 20 40 STORM SEWER NOTES 1. INSTALL STORM SEWER IN ACCORDANCE WITH APPLICABLE CITY OR STATE SPECIFICATIONS, STATE PLUMBING CODE, AND BUILDING PERMIT REQUIREMENTS. 2. CONTACT STATE 811 CALL-BEFORE-YOU-DIG LOCATING SERVICE AT LEAST TWO WORKING DAYS PRIOR TO EXCAVATION FOR UNDERGROUND UTILITY LOCATIONS. 3. STORM SEWER PIPE SHALL BE: RCP: ASTM C-76 HDPE: ASTM F-714, F-894 PVC: ASTM D-2729 PVC SCH40: ASTM D-1785, D-2665, F-794 DRAIN TILE SHALL BE: PE: ASTM F-6667 PVC: ASTM D-2729 FITTINGS SHALL BE: RCP: ASTM C-76, JOINTS PER ASTM C-361, C-990, AND C-443 HDPE: ASTM D-3212 PVC: ASTM D-2729, JOINTS PER ASTM D-3212 PVC SCH40: ASTM D-2665, F-794, F-1866 4. CONTRACTOR IS RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL. 5. FIELD VERIFY THE LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO THE START OF LAND DISTURBING ACTIVITIES. NOTIFY THE PROJECT ENGINEER OF ANY DISCREPANCIES OR VARIATIONS IMPACTING THE PROPOSED DESIGN OF THE PROJECT. 6. EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED STORM SEWER ALIGNMENTS. REFER TO THE UTILITY PLANS FOR LAYOUT AND ELEVATIONS FOR PROPOSED SANITARY SEWER, WATER MAIN, AND OTHER BUILDING UTILITY SERVICE CONNECTIONS. REFER TO THE GRADING PLAN FOR DETAILED SURFACE ELEVATIONS. 7. EXCESS MATERIAL, BITUMINOUS SURFACING, CONCRETE ITEMS, ABANDONED UTILITY ITEMS, AND OTHER UNSTABLE MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OFF THE CONSTRUCTION SITE. 8. COORDINATE WITH THE PLUMBING PLANS FOR THE LOCATION, SIZE AND ELEVATION OF THE PROPOSED UNDERGROUND ROOF DRAIN CONNECTIONS. 9. WHERE STORM SEWER ROOF DRAINS HAVE LESS THAN 4-FEET OF COVER IN PAVED AREAS OR 3-FEET OF COVER IN LANDSCAPE AREAS, PROVIDE 3-INCH THICK INSULATION A MINIMUM OF 5-FEET IN WIDTH, CENTERED ON THE PIPE. 10. ALL STORM SEWER PIPE JOINTS SHALL BE WATER-TIGHT CONNECTIONS. 11. ALL STORM SEWER PIPE CONNECTIONS TO MANHOLES SHALL BE GASKETED AND WATER TIGHT. BOOTED COUPLERS AT THE STRUCTURE OR A WATER STOP WITH NON-SHRINK GROUT MAY BE USED IN ACCORDANCE WITH LOCAL CODES. 12. CONTRACTOR SHALL AIR TEST ALL STORM SEWER PIPE IN ACCORDANCE WITH LOCAL CODE REQUIREMENTS. S WETLAND 3 PROPOSED CHURCH FFE: 976.50 PROPOSED BMP #2 100-YR HWL: 970.21 NWL: 969.00 DRAINTILE IE: 967.00 WATER QUALITY STORAGE: 18,290 CF TOTAL STORAGE: 58,622 CF WETLAND 3 36" 2 4 " 15" P1 MH: 28 P1 MH: 28 P1 MH: 28 P1 MH: 28 P3 MH: 28 P2 MH: 28 P2 MH: 28 960 9 6 5 9 6 1 9 6 2 9 6 3 9 6 4 9 6 6 970 967 968 969 971 972 973 970 9 6 6 96 7 968 969 971 972 973 97 4 974 970 968 969 971 97 2 97 3 9 7 4 973 972 973 974 973 974 975 96 5 970 963 964 96 6 96 7 96 8 969 97 0 96 8 96 9 96 5 961 96 2 96 3 96 4 96 6 967 966 ST-402 CB 24"X36" 4' SUMP RE:972.87 IE:970.51 N ST-201 CB 24"X36" 4' SUMP RE:971.69 IE:969.93 S ST-102 CBMH 48" DIA. RE:973.06 IE:969.41 NE IE:969.41 W ST-101 CBMH 48" DIA. RE:973.49 IE:969.23 E IE:969.23 W ST-103 CB 24"X36" 4' SUMP RE:972.03 IE:969.82 SW ST-100 FES 24" IE:969.00 E ST-200 FES 15" IE:969.00 N ST-300 FES 24" IE:963.00 S 46 LF - 24" HDPE @ 0.50% 36 LF - 18" HDPE @ 0.50% 82 LF - 15" HDPE @ 0.50% 33 LF - 15" HDPE @ 2.84% 71 LF - 24" RCP @ 2.01% 183 LF - 15" HDPE @ 3.82% 7 LF - 6" PVC @ 2.18% 21 LF - 6" PVC @ 2.18% 26 LF - 6" PVC @ 2.20% ROOF DRAIN IE:975.18 E ROOF DRAIN IE:969.00 NW ST-301 OCS CBMH 60" DIA. WITH 4' SUMP RE:970.00 IE:964.44 N 97 4 97 4 974 9 7 4 974 974 970 964 966 968 972 97 0 96 6 96 8 97 2 974 970 96 4 96 6 96 8 972 974 964 970 972 ST-600 REPLACE EXISTING FES AND CONNECT TO STORM SEWER CONTRACTOR TO VERIFY EXISTING INVERT CBMH 48" DIA. RE:973.70 (TYP.) DRAINTILE STUBS (TYP.) DRAINTILE STUBS (TYP.) DRAINTILE STUBS (TYP.) DRAINTILE STUBS (TYP.) 6" DRAINTILE IE: 966.00 IE:971.00 NW 34 L F - 6 " P V C @ 2 . 1 8 % 37 L F - 6 " P V C @ 5 . 8 8 % Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 2 0 1 8 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M K: \ T W C _ L D E V \ M I L L E R _ D U N \ S t . T h o m a s T h e A p o s t l e C h u r c h - M a s t e r P l a n \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ C 5 - S T O R M S E W E R E N L A R G E M E N T S . d w g A p r i l 1 5 , 2 0 2 5 - 9 : 3 4 a m © BY RE V I S I O N S No . DA T E PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N PR E L I M I N A R Y - N O T FO R C O N S T R U C T I O N MW CI T Y C O M M E N T S 1 3/ 1 0 / 2 5 PR E P A R E D F O R ST O R M S E W E R EN L A R G E M E N T S C506 ST T H O M A S T H E AP O S T L E MI L L E R DU N W I D D I E CO R C O R A N MN DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . MI C H A E L C . B R A N D T 12 / 1 6 / 2 0 2 4 42 6 6 1 DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 0 5 1 2 0 3 2 12 / 1 6 / 2 0 2 4 AS S H O W N GA R GA R MC B Know what'sbelow. before you dig.Call R NORTH 0GRAPHIC SCALE IN FEET20102040 C505 C507 C507 PROPOSED STORM MANHOLE (SOLID CASTING) PROPOSED STORM SEWER PROPOSED STORM MANHOLE (ROUND INLET CASTING) PROPOSED STORM SEWER PROPERTY LINE LEGEND PROPOSED SANITARY SEWER PROPOSED WATERMAIN CO PROPOSED STORM MANHOLE/CATCH BASIN PROPOSED STORM SEWER CLENOUT PROPOSED RIPRAP PROPOSED FLARED END SECTION D (CURB INLET CASTING) STORM SEWER NOTES 1. INSTALL STORM SEWER IN ACCORDANCE WITH APPLICABLE CITY OR STATE SPECIFICATIONS, STATE PLUMBING CODE, AND BUILDING PERMIT REQUIREMENTS. 2. CONTACT STATE 811 CALL-BEFORE-YOU-DIG LOCATING SERVICE AT LEAST TWO WORKING DAYS PRIOR TO EXCAVATION FOR UNDERGROUND UTILITY LOCATIONS. 3. STORM SEWER PIPE SHALL BE: RCP: ASTM C-76 HDPE: ASTM F-714, F-894 PVC: ASTM D-2729 PVC SCH40: ASTM D-1785, D-2665, F-794 DRAIN TILE SHALL BE: PE: ASTM F-6667 PVC: ASTM D-2729 FITTINGS SHALL BE: RCP: ASTM C-76, JOINTS PER ASTM C-361, C-990, AND C-443 HDPE: ASTM D-3212 PVC: ASTM D-2729, JOINTS PER ASTM D-3212 PVC SCH40: ASTM D-2665, F-794, F-1866 4. CONTRACTOR IS RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL. 5. FIELD VERIFY THE LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO THE START OF LAND DISTURBING ACTIVITIES. NOTIFY THE PROJECT ENGINEER OF ANY DISCREPANCIES OR VARIATIONS IMPACTING THE PROPOSED DESIGN OF THE PROJECT. 6. EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED STORM SEWER ALIGNMENTS. REFER TO THE UTILITY PLANS FOR LAYOUT AND ELEVATIONS FOR PROPOSED SANITARY SEWER, WATER MAIN, AND OTHER BUILDING UTILITY SERVICE CONNECTIONS. REFER TO THE GRADING PLAN FOR DETAILED SURFACE ELEVATIONS. 7. EXCESS MATERIAL, BITUMINOUS SURFACING, CONCRETE ITEMS, ABANDONED UTILITY ITEMS, AND OTHER UNSTABLE MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OFF THE CONSTRUCTION SITE. 8. COORDINATE WITH THE PLUMBING PLANS FOR THE LOCATION, SIZE AND ELEVATION OF THE PROPOSED UNDERGROUND ROOF DRAIN CONNECTIONS. 9. WHERE STORM SEWER ROOF DRAINS HAVE LESS THAN 4-FEET OF COVER IN PAVED AREAS OR 3-FEET OF COVER IN LANDSCAPE AREAS, PROVIDE 3-INCH THICK INSULATION A MINIMUM OF 5-FEET IN WIDTH, CENTERED ON THE PIPE. 10. ALL STORM SEWER PIPE JOINTS SHALL BE WATER-TIGHT CONNECTIONS. 11. ALL STORM SEWER PIPE CONNECTIONS TO MANHOLES SHALL BE GASKETED AND WATER TIGHT. BOOTED COUPLERS AT THE STRUCTURE OR A WATER STOP WITH NON-SHRINK GROUT MAY BE USED IN ACCORDANCE WITH LOCAL CODES. 12. CONTRACTOR SHALL AIR TEST ALL STORM SEWER PIPE IN ACCORDANCE WITH LOCAL CODE REQUIREMENTS. D CO. RD . N O . 1 0 CO M M E R C E S T . 971 97 2 97 5 980 97 3 9 7 4 97 6 977 978 979 973 972 973 974 975 @ 0.50%@ 0.50% 974 98 0 978 970 972 ST-600 REPLACE EXISTING FES AND CONNECT TO STORM SEWER CONTRACTOR TO VERIFY EXISTING INVERT CBMH 48" DIA. RE:973.70 Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 2 0 1 8 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M K: \ T W C _ L D E V \ M I L L E R _ D U N \ S t . T h o m a s T h e A p o s t l e C h u r c h - M a s t e r P l a n \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ C 5 - S T O R M S E W E R E N L A R G E M E N T S . d w g A p r i l 1 5 , 2 0 2 5 - 9 : 3 4 a m © BY RE V I S I O N S No . DA T E PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N PR E L I M I N A R Y - N O T FO R C O N S T R U C T I O N MW CI T Y C O M M E N T S 1 3/ 1 0 / 2 5 D PR E P A R E D F O R ST O R M S E W E R EN L A R G E M E N T C507 ST T H O M A S T H E AP O S T L E MI L L E R DU N W I D D I E CO R C O R A N MN DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . MI C H A E L C . B R A N D T 12 / 1 6 / 2 0 2 4 42 6 6 1 DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 0 5 1 2 0 3 2 12 / 1 6 / 2 0 2 4 AS S H O W N GA R GA R MC B PROPOSED STORM MANHOLE (SOLID CASTING) PROPOSED STORM SEWER PROPOSED STORM MANHOLE (ROUND INLET CASTING) PROPOSED STORM SEWER PROPERTY LINE LEGEND PROPOSED SANITARY SEWER PROPOSED WATERMAIN CO PROPOSED STORM MANHOLE/ CATCH BASIN (CURB INLET CASTING) PROPOSED STORM SEWER CLENOUT PROPOSED RIPRAP PROPOSED FLARED END SECTION Know what'sbelow. before you dig.Call R NORTH 0GRAPHIC SCALE IN FEET######## C506 C506 STORM SEWER NOTES 1. INSTALL STORM SEWER IN ACCORDANCE WITH APPLICABLE CITY OR STATE SPECIFICATIONS, STATE PLUMBING CODE, AND BUILDING PERMIT REQUIREMENTS. 2. CONTACT STATE 811 CALL-BEFORE-YOU-DIG LOCATING SERVICE AT LEAST TWO WORKING DAYS PRIOR TO EXCAVATION FOR UNDERGROUND UTILITY LOCATIONS. 3. STORM SEWER PIPE SHALL BE: RCP: ASTM C-76 HDPE: ASTM F-714, F-894 PVC: ASTM D-2729 PVC SCH40: ASTM D-1785, D-2665, F-794 DRAIN TILE SHALL BE: PE: ASTM F-6667 PVC: ASTM D-2729 FITTINGS SHALL BE: RCP: ASTM C-76, JOINTS PER ASTM C-361, C-990, AND C-443 HDPE: ASTM D-3212 PVC: ASTM D-2729, JOINTS PER ASTM D-3212 PVC SCH40: ASTM D-2665, F-794, F-1866 4. CONTRACTOR IS RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL. 5. FIELD VERIFY THE LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO THE START OF LAND DISTURBING ACTIVITIES. NOTIFY THE PROJECT ENGINEER OF ANY DISCREPANCIES OR VARIATIONS IMPACTING THE PROPOSED DESIGN OF THE PROJECT. 6. EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED STORM SEWER ALIGNMENTS. REFER TO THE UTILITY PLANS FOR LAYOUT AND ELEVATIONS FOR PROPOSED SANITARY SEWER, WATER MAIN, AND OTHER BUILDING UTILITY SERVICE CONNECTIONS. REFER TO THE GRADING PLAN FOR DETAILED SURFACE ELEVATIONS. 7. EXCESS MATERIAL, BITUMINOUS SURFACING, CONCRETE ITEMS, ABANDONED UTILITY ITEMS, AND OTHER UNSTABLE MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OFF THE CONSTRUCTION SITE. 8. COORDINATE WITH THE PLUMBING PLANS FOR THE LOCATION, SIZE AND ELEVATION OF THE PROPOSED UNDERGROUND ROOF DRAIN CONNECTIONS. 9. WHERE STORM SEWER ROOF DRAINS HAVE LESS THAN 4-FEET OF COVER IN PAVED AREAS OR 3-FEET OF COVER IN LANDSCAPE AREAS, PROVIDE 3-INCH THICK INSULATION A MINIMUM OF 5-FEET IN WIDTH, CENTERED ON THE PIPE. 10. ALL STORM SEWER PIPE JOINTS SHALL BE WATER-TIGHT CONNECTIONS. 11. ALL STORM SEWER PIPE CONNECTIONS TO MANHOLES SHALL BE GASKETED AND WATER TIGHT. BOOTED COUPLERS AT THE STRUCTURE OR A WATER STOP WITH NON-SHRINK GROUT MAY BE USED IN ACCORDANCE WITH LOCAL CODES. 12. CONTRACTOR SHALL AIR TEST ALL STORM SEWER PIPE IN ACCORDANCE WITH LOCAL CODE REQUIREMENTS. Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 2 0 1 8 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M K: \ T W C _ L D E V \ M I L L E R _ D U N \ S t . T h o m a s T h e A p o s t l e C h u r c h - M a s t e r P l a n \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ C 5 - G R A D I N G D E T A I L S . d w g A p r i l 1 5 , 2 0 2 5 - 9 : 3 4 a m BY RE V I S I O N S No . DA T E PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N PR E L I M I N A R Y - N O T FO R C O N S T R U C T I O N MW CI T Y C O M M E N T S 1 3/ 1 0 / 2 5 PR E P A R E D F O R GR A D I N G D E T A I L S C508 ST T H O M A S T H E AP O S T L E MI L L E R DU N W I D D I E CO R C O R A N MN DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 0 5 1 2 0 3 2 12 / 1 6 / 2 0 2 4 AS S H O W N KB P KB P MC B Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 2 0 1 8 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M K: \ T W C _ L D E V \ M I L L E R _ D U N \ S t . T h o m a s T h e A p o s t l e C h u r c h - M a s t e r P l a n \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ C 5 - G R A D I N G D E T A I L S . d w g A p r i l 1 5 , 2 0 2 5 - 9 : 3 5 a m BY RE V I S I O N S No . DA T E PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N PR E L I M I N A R Y - N O T FO R C O N S T R U C T I O N MW CI T Y C O M M E N T S 1 3/ 1 0 / 2 5 PR E P A R E D F O R GR A D I N G D E T A I L S C509 ST T H O M A S T H E AP O S T L E MI L L E R DU N W I D D I E CO R C O R A N MN DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 0 5 1 2 0 3 2 12 / 1 6 / 2 0 2 4 AS S H O W N KB P KB P MC B B/POND EL: 956.50 10 1 NWL: 960.503 1 3 1 T/BERM: 964.50 OCS-1, RIM: 963.87 100-YR HWL: 961.60 POND LINER SHALL BE MIN 2' THICK CLAY LINER MEETING MPCA SPECS AND 10-7 PERMEABILITY N.T.S. BMP #1 DETAIL1 6" PERFORATED DRAINTILE IE: 958.50 WEIR: 960.50 24" RCP IE: 957.46 IRON ENHANCED SAND TOP OF SAND: 960.50 BOTTOM OF SAND: 958.50 10'10'10' B/POND EL: 964.00 10 1 NWL: 969.003 1 3 1 T/BERM: 972.00 OCS-2, RIM: 970 100-YR HWL: 970.21 POND LINER SHALL BE MIN 2' THICK CLAY LINER MEETING MPCA SPECS AND 10-7 PERMEABILITY N.T.S. BMP #2 DETAIL2 6" PERFORATED DRAINTILE IE: 967.00 WEIR: 969.00 24" RCP IE: 964.44 IRON ENHANCED SAND TOP OF SAND: 969.00 BOTTOM OF SAND: 967.00 10'10'10' 6" PERFORATED DRAINTILE IE: 958.50 OCS-1, RIM: 963.37 OCS-2, RIM: 969.50 6" PERFORATED DRAINTILE IE: 967.00 S S S S DYH DYH S S S S S S S W D S S 143 . 1 9 CO. RD. NO. 10 CO M M E R C E S T P1 MH: 28 P1 MH: 28 P1 MH: 28 P1 MH: 28 P3 MH: 28 P2 MH: 28 P2 MH: 28 S S S S CONNECTION TO EXISTING 12" C900 WATERMAIN STUB 1765 LF 12" FUSIBLE PVC C900 COMBINED SERVICE 8" FIRE SERVICE CONNECTION 2" DOMESTIC SERVICE CONNECTION 31 LF 6" PVC C900 20' PUBLIC WATER EASEMENT 80 LF 6" PVC C900 HYDRANT HYDRANT 6" GATE VALVE STUB IE:969.00 S SS-101 RE:978.03 IE:968.12 N IE:968.02 W SS-104 RE:965.33 IE:949.81 NE IE:949.71 SE SS-103 RE:964.81 IE:952.41 SE IE:952.31 SW SS-102 RE:962.72 IE:957.70 E IE:957.60 NWCONNECT TO EXISTING LIFT STATION FIELD VERIFY INVERT IE:949.47 NW 29 LF - 6" PVC @ 3.00% 344 LF - 6" PVC @ 3.00% 26 0 L F - 6 " P V C @ 2 . 0 0 % 125 LF - 8" PVC @ 2.00% 12 LF - 8" PVC @ 2.00% (2) 12" 45° BEND (2) 12" 22.5° BEND 12" GATE VALVE 12" GATE VALVE 6" GATE VALVE 12"X6" REDUCER 12" GATE VALVE 12" GATE VALVE 12"X12"X6" TEE 2" CORP WITH A 2" TAPPING SADDLE 12"X12"X8" TEE 46 LF 8" PVC C900 46 LF 2" COPPER 12"X12" TEE 12" FUSIBLE PVC C900 COMBINED SERVICE EXISTING LIFT STATION EXISTING PUBLIC FORCEMAIN 12" 45° BEND APPROXIMATE LOCATION OF OVERHEAD POWER REROUTE. COORDINATE FINAL ROUTING AND INSTALLATION WITH SERVICE PROVIDER 20 . 0 ' 20.0 ' 20.0' 20 . 0 ' HYDRANT 6" GATE VALVE PROPOSED 20' SANITARY SEWER EASEMENT 20. 0 ' 6" 45° BEND 36 LF 6" PVC C900 Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 2 0 1 8 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M K: \ T W C _ L D E V \ M I L L E R _ D U N \ S t . T h o m a s T h e A p o s t l e C h u r c h - M a s t e r P l a n \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ C 6 - U T I L I T Y P L A N . d w g A p r i l 1 5 , 2 0 2 5 - 9 : 3 5 a m BY RE V I S I O N S No . DA T E PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N PR E L I M I N A R Y - N O T FO R C O N S T R U C T I O N MW CI T Y C O M M E N T S 1 3/ 1 0 / 2 5 PR E P A R E D F O R SI T E U T I L I T Y P L A N C600 ST T H O M A S T H E AP O S T L E MI L L E R DU N W I D D I E CO R C O R A N MN DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . MI C H A E L C . B R A N D T 12 / 1 6 / 2 0 2 4 42 6 6 1 DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 0 5 1 2 0 3 2 12 / 1 6 / 2 0 2 4 AS S H O W N KB P KB P MC B UTILITY PLAN NOTES 1. ALL FILL MATERIAL IS TO BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES. 2. SANITARY SEWER PIPE SHALL BE AS FOLLOWS: 8" PVC SDR35 PER ASTM D-3034, FOR PIPES LESS THAN 12' DEEP 8" PVC SDR26 PER ASTM D-3034, FOR PIPES MORE THAN 12' DEEP 6" PVC SCHEDULE 40 PER ASTM D-3034 DUCTILE IRON PIPE PER AWWA C150 3. WATER LINES SHALL BE AS FOLLOWS: 6" AND LARGER, PVC C-900 PER ASTM D 2241 CLASS 200 UNDER COUNTY ROADS, OTHERWISE CLASS 150 4" AND LARGER DUCTILE IRON PIPE PER AWWA C150 SMALLER THAN 3" PIPING SHALL BE COPPER TUBE TYPE "K" PER ANSI 816.22 OR PVC, 200 P.S.I., PER ASTM D1784 AND D2241. 4. MINIMUM TRENCH WIDTH SHALL BE 2 FEET. 5. ALL WATER JOINTS ARE TO BE MECHANICAL JOINTS WITH RESTRAINTS SUCH AS THRUST BLOCKING, WITH STAINLESS STEEL OR COBALT BLUE BOLTS, OR AS INDICATED IN THE CITY SPECIFICATIONS AND PROJECT DOCUMENTS. 6. ALL UTILITIES SHOULD BE KEPT TEN (10') APART (PARALLEL) OR WHEN CROSSING 18" VERTICAL CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE OR STRUCTURE). 7. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 7'-5" COVER ON ALL WATERLINES. 8.IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATER LINES, SANITARY LINES, STORM LINES AND GAS LINES, OR ANY OBSTRUCTION (EXISTING AND PROPOSED), THE SANITARY LINE SHALL BE SCH. 40 OR C900 WITH MECHANICAL JOINTS AT LEAST 10 FEET ON EITHER SIDE OF THE CENTER LINE OF THE CROSSING. THE WATER LINE SHALL HAVE MECHANICAL JOINTS WITH APPROPRIATE FASTENERS AS REQUIRED TO PROVIDE A MINIMUM OF 18" VERTICAL SEPARATION. MEETING REQUIREMENTS OF ANSI A21.10 OR ANSI 21.11 (AWWA C-151) (CLASS 50). 9. LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFILLING. 10. TOPS OF MANHOLES SHALL BE RAISED AS NECESSARY TO BE FLUSH WITH PROPOSED PAVEMENT ELEVATIONS, AND TO BE ONE FOOT ABOVE FINISHED GROUND ELEVATIONS, IN GREEN AREAS, WITH WATERTIGHT LIDS. 11. ALL CONCRETE FOR ENCASEMENTS SHALL HAVE A MINIMUM 28 DAY COMPRESSION STRENGTH AT 3000 P.S.I. 12. EXISTING UTILITIES SHALL BE VERIFIED IN FIELD PRIOR TO INSTALLATION OF ANY NEW LINES. 13. REFER TO INTERIOR PLUMBING DRAWINGS FOR TIE-IN OF ALL UTILITIES. 14. CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE SPECIFICATIONS OF THE CITY OF CORCORAN AND/OR STATE OF MN WITH REGARDS TO MATERIALS AND INSTALLATION OF THE WATER AND SEWER LINES. 15. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 16. CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES. 17. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 18. CONTRACTOR SHALL REFERENCE ARCH / MEP PLANS FOR SITE LIGHTING AND ELECTRICAL PLAN. 19. BACKFLOW DEVICES (DDCV AND PRZ ASSEMBLIES) AND METERS ARE LOCATED IN THE INTERIOR OF THE BUILDING. REF. ARCH / MEP PLANS. 20. ALL ONSITE WATERMAINS AND SANITARY SEWERS SHALL BE PRIVATELY OWNED AND MAINTAINED. 21. ALL WATERMAIN STUBOUTS SHALL BE MECHANICALLY RESTRAINED WITH REACTION BLOCKING. SANITARY SEWER MANHOLE STORM SEWER SANITARY SEWER WATERMAIN GATE VALVE HYDRANT TEE REDUCER OVERHEAD ELECTRIC TELEPHONE GAS MAIN STORM SEWER LEGEND CO S SANITARY CLEANOUTCO S EXISTING PROPOSED Know what'sbelow. before you dig.Call NORTH 0GRAPHIC SCALE IN FEET603060120 LIGHT POLE Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 2 0 1 8 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M K: \ T W C _ L D E V \ M I L L E R _ D U N \ S t . T h o m a s T h e A p o s t l e C h u r c h - M a s t e r P l a n \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ C 6 - U T I L I T Y D E T A I L S . d w g A p r i l 1 5 , 2 0 2 5 - 9 : 3 6 a m BY RE V I S I O N S No . DA T E PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N PR E L I M I N A R Y - N O T FO R C O N S T R U C T I O N MW CI T Y C O M M E N T S 1 3/ 1 0 / 2 5 PR E P A R E D F O R UT I L I T Y D E T A I L S C601 ST T H O M A S T H E AP O S T L E MI L L E R DU N W I D D I E CO R C O R A N MN DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 0 5 1 2 0 3 2 12 / 1 6 / 2 0 2 4 AS S H O W N KB P KB P MC B Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 2 0 1 8 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M K: \ T W C _ L D E V \ M I L L E R _ D U N \ S t . T h o m a s T h e A p o s t l e C h u r c h - M a s t e r P l a n \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ C 6 - U T I L I T Y D E T A I L S . d w g A p r i l 1 5 , 2 0 2 5 - 9 : 3 6 a m BY RE V I S I O N S No . DA T E PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N PR E L I M I N A R Y - N O T FO R C O N S T R U C T I O N MW CI T Y C O M M E N T S 1 3/ 1 0 / 2 5 PR E P A R E D F O R UT I L I T Y D E T A I L S C602 ST T H O M A S T H E AP O S T L E MI L L E R DU N W I D D I E CO R C O R A N MN DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 0 5 1 2 0 3 2 12 / 1 6 / 2 0 2 4 AS S H O W N KB P KB P MC B Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 2 0 1 8 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M K: \ T W C _ L D E V \ M I L L E R _ D U N \ S t . T h o m a s T h e A p o s t l e C h u r c h - M a s t e r P l a n \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ C 6 - U T I L I T Y D E T A I L S . d w g A p r i l 1 5 , 2 0 2 5 - 9 : 3 7 a m BY RE V I S I O N S No . DA T E PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N PR E L I M I N A R Y - N O T FO R C O N S T R U C T I O N MW CI T Y C O M M E N T S 1 3/ 1 0 / 2 5 PR E P A R E D F O R UT I L I T Y D E T A I L S C603 ST T H O M A S T H E AP O S T L E MI L L E R DU N W I D D I E CO R C O R A N MN DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 0 5 1 2 0 3 2 12 / 1 6 / 2 0 2 4 AS S H O W N KB P KB P MC B S S S S DYH DYH S S S S S S S W D S S 143 . 1 9 CO. RD. NO. 10 CO M M E R C E S T P1 MH: 28 P1 MH: 28 P1 MH: 28 P1 MH: 28 P3 MH: 28 P2 MH: 28 P2 MH: 28 S S S S Pierce A r r o w X T CITY - F I R E & R E S C U E (c) 2025 Transof t S o l u t i o n s , I n c . A l l r i g h t s r e s e r v e d . Pierce Arrow XTCITY - FIRE & RESCUE(c) 2025 Transoft Solutions, Inc. All rights reserved. CONNECTION TO EXISTING 12" C900 WATERMAIN STUB 1765 LF 12" FUSIBLE PVC C900 COMBINED SERVICE 20" PUBLIC WATER EASEMENT HYDRANT HYDRANT 12" FUSIBLE PVC C900 COMBINED SERVICE 20 . 0 ' HYDRANT 6" GATE VALVE 150' RADIUS CENTERED ON HYDRANT R30.0' R8.0' R8.0' R5.0'R5.0' R8.0'R5.0'R5.0' R125.0' 150' RADIUS CENTERED ON HYDRANT Pi e r c e A r r o w X T CI T Y - F I R E & R E S C U E (c) 20 2 5 T r a n s o f t S o l u t i o n s , I n c . A l l r i g h t s r e s e r v e d . Pi e r c e A r r o w X T CI T Y - F I R E & R E S C U E (c) 202 5 T r a n s o f t S o l u t i o n s , I n c . A l l r i g h t s r e s e r v e d . Pi e r c e A r r o w X T CI T Y - F I R E & R E S C U E (c) 2 0 2 5 T r a n s o f t S o l u t i o n s , I n c . A l l r i g h t s r e s e r v e d . Pi e r c e A r r o w X T CI T Y - F I R E & R E S C U E (c) 2 0 2 5 T r a n s o f t S o l u t i o n s , I n c . A l l r i g h t s r e s e r v e d . Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 2 0 1 8 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M K: \ T W C _ L D E V \ M I L L E R _ D U N \ S t . T h o m a s T h e A p o s t l e C h u r c h - M a s t e r P l a n \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ C 6 - F I R E P R O T E C T I O N P L A N . d w g A p r i l 1 5 , 2 0 2 5 - 9 : 3 7 a m BY RE V I S I O N S No . DA T E PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N PR E L I M I N A R Y - N O T FO R C O N S T R U C T I O N MW CI T Y C O M M E N T S 1 3/ 1 0 / 2 5 PR E P A R E D F O R FI R E P R O T E C T I O N PL A N C604 ST T H O M A S T H E AP O S T L E MI L L E R DU N W I D D I E CO R C O R A N MN DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . FI R S T M . L A S T 12 / 1 6 / 2 0 2 4 XX X X X DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 0 5 1 2 0 3 2 12 / 1 6 / 2 0 2 4 AS S H O W N GA R GA R MC B SANITARY SEWER MANHOLE STORM SEWER SANITARY SEWER WATERMAIN GATE VALVE HYDRANT TEE REDUCER OVERHEAD ELECTRIC TELEPHONE GAS MAIN STORM SEWER LEGEND CO S SANITARY CLEANOUTCO S EXISTING PROPOSED Know what'sbelow. before you dig.Call NORTH 0GRAPHIC SCALE IN FEET603060120 22.338.86 47.16 Track Width : : Steering Angle Lock to Lock Time : : feet Pierce Arrow XT 45.5 6.08.01 8.01 CO. RD. NO. 10 CO M M E R C E S T WETLAND 3 PROPOSED CHURCH FFE: 976.50 WETLAND 2B WETLAND 1BWETLAND 2A NO P A R K I N G NO P A R K I N G NO P A R K I N G NO P A R K I N G NO P A R K I N G NO P A R K I N G NO P A R K I N G NO P A R K I N G EXISTING CEMETERY EXISTING STRUCTURE EXISTING STRUCTURES TO REMAIN AA A AA A A B B B B B B A AA A B C D D D D D D D D D D D D D D D D D D KEYNOTE LEGEND STOP SIGN - SEE SHEET C405 ACCESSIBLE PARKING SIGN IN BOLLARD - SEE SHEET C405 PROPOSED MONUMENT SIGN, SEE ARCHITECTURAL PLANS 12"X8" WETLAND BUFFER SIGN, SEE SHEET L104 A B C D PR E P A R E D F O R OV E R A L L SI G N A G E P L A N C700 ST T H O M A S T H E AP O S T L E MI L L E R DU N W I D D I E CO R C O R A N MN DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 0 5 1 2 0 3 2 12 / 1 6 / 2 0 2 4 AS S H O W N GA R GA R RA H Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 2 0 1 8 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M K: \ T W C _ L D E V \ M I L L E R _ D U N \ S t . T h o m a s T h e A p o s t l e C h u r c h - M a s t e r P l a n \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ C 7 - S I G N A G E P L A N . d w g A p r i l 1 5 , 2 0 2 5 - 9 : 3 8 a m © BY RE V I S I O N S No . DA T E PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N PR E L I M I N A R Y - N O T FO R C O N S T R U C T I O N MW CI T Y C O M M E N T S 1 3/ 1 0 / 2 5 NORTH Know what'sbelow. before you dig.Call R 0GRAPHIC SCALE IN FEET 40 20 40 80 WETLAND BUFFER SIGN DETAIL SCALE: N.T.S.C7001 DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L LA N D S C A P E A R C H I T E C T U N D E R T H E L A W S O F TH E S T A T E O F M I N N E S O T A . MN LI C . N O . RY A N A . H Y L L E S T E D , P L A 12 / 1 6 / 2 0 2 4 53 8 2 8 S S CO. RD. NO. 10 CO M M E R C E S T WETLAND 3 PROPOSED CHURCH FFE: 976.50 WETLAND 2B WETLAND 1B PROPOSED CHURCH FFE: 976.50 WETLAND 2A WETLAND 3 NO P A R K I N G 36" 2 4 " 15" 18" 24" 24" NO P A R K I N G NO P A R K I N G NO P A R K I N G NO P A R K I N G NO P A R K I N G NO P A R K I N G NO P A R K I N G P1 MH: 28 P1 MH: 28 P1 MH: 28 P1 MH: 28 P3 MH: 28 P2 MH: 28 P2 MH: 28 S W D 330.0 39 6 . 0 39 6 . 0 26 4 . 0 S D D D 40 ' BU F F E R Y A R D EA S E M E N T 40' BUFFERYARD EASEMENT EXISTING CEMETERY PROPOSED CHURCH EXISTING STRUCTURES TO REMAINMONUMENT SIGN EXISTING PARISH CENTER RT RT RT RT RT RT RT WD WD WD WD RT RT SSR SSR SSR SSR SSR SHEET L101 SHEET L102 SHEET L103 S E C T I O N 2 SECT I O N 1 L104 L 1 0 4 PROPOSED BMP PROPOSED BMP SYMBOL CODE COMMON NAME CONIFEROUS TREE BHS BLACK HILLS SPRUCE WHC WHITE CEDAR WHP WHITE PINE ORNAMENTAL TREE QUA QUAKING ASPEN RVB RIVER BIRCH MULTI-TRUNK OVERSTORY TREE ABM AUTUMN BLAZE MAPLE BOL BOULEVARD LINDEN PLANT KEY SEEDING KEYNOTES SEED WITH MNDOT WD MIX: WET DITCH SEED MIX (TYP.) SEED WITH MNDOT RT MIX: RESIDENTIAL TURFGRASS SEED MIX (TYP.) SEED WITH MNDOT SSR MIX: SOUTHERN SHORTGRASS ROADSIDE SEED MIX (TYP.) WD RT SSR BOL BOULEVARD LINDEN IHL IMPERIAL HONEYLOCUST PRE PRINCETON ELM SWO SWAMP WHITE OAK CONIFEROUS SHRUBS HMA HOLMSTRUP ARBORVITAE SGJ SEA GREEN JUNIPER TGA TECHNY ARBORVITAE Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 2 0 1 8 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M K: \ T W C _ L D E V \ M I L L E R _ D U N \ S t . T h o m a s T h e A p o s t l e C h u r c h - M a s t e r P l a n \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ L 1 - L A N D S C A P E P L A N . D W G A p r i l 1 5 , 2 0 2 5 - 9 : 3 9 a m © BY RE V I S I O N S No . DA T E PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N PR E L I M I N A R Y - N O T FO R C O N S T R U C T I O N MW CI T Y C O M M E N T S 1 3/ 1 0 / 2 5 PR E P A R E D F O R LA N D S C A P E P L A N L100 ST T H O M A S T H E AP O S T L E MI L L E R DU N W I D D I E CO R C O R A N MN DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L LA N D S C A P E A R C H I T E C T U N D E R T H E L A W S O F TH E S T A T E O F M I N N E S O T A . MN LI C . N O . RY A N A . H Y L L E S T E D 12 / 1 6 / 2 0 2 4 53 8 2 8 DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 0 5 1 2 0 3 2 12 / 1 6 / 2 0 2 4 AS S H O W N CF K CF K RA H GENERAL REQUIREMENTS OVERSTORY TREES REQUIRED: 48 TREES 15 TREES = 1 TREE / 1,000 S.F. OF BUILDING AREA 14,275 S.F. / 1,000 OR 48 TREES = 1 TREE / 50 L.F. OF SITE PERIMETER 2,361 L.F. / 50 (WHICHEVER IS GREATER) OVERSTORY TREES PROVIDED: 48 TREES = 44 SHADE TREES + 4 CONIFEROUS TREE SHRUBS REQUIRED:79 SHRUBS 48 SHRUBS = 1 TREE / 300 S.F. OF BUILDING AREA 14,275 S.F. / 300 OR 79 SHRUBS = 1 SHRUB / 30 L.F. OF SITE PERIMETER 2,361 L.F. / 30 (WHICHEVER IS GREATER) SHRUBS PROVIDED:79 SHRUBS MECHANICAL EQUIPMENT SCREENING REQUIRED:LANDSCAPE SCREENING SCREENING PROVIDED:7 SHRUBS PARKING LOT SCREENING REQUIREMENTS SCREENING REQUIRED:PARKING LOT TO BE SCREENED FROM ALL PUBLIC STREETS AND RESIDENTIAL PROPERTIES. SCREENING TO BE A HEIGHT OF 3' TO SCREEN ALL HEADLIGHTS. SCREENING PROVIDED:58 SHRUBS AND 30 ORNAMENTAL GRASSES BUFFERYARD REQUIREMENTS WEST PROPERTY LINE REQUIRED: CLASS C BUFFERYARD, 40' WIDTH 11 OVERSTORY PLANTINGS=3.34*3 14 UNDERSTORY PLANTINGS=3.34*4 61 SHRUBS / TALL NATIVE PRAIRIE PLANTINGS=3.34*18 3.34=(767 L.F. - 75 L.F. ELECTRICAL EASEMENT - 338 L.F. WETLAND BUFFER AREA - 20 L.F. PRIVATE EASEMENT)/100 WEST PROPERTY LINE PROVIDED: 11 OVERSTORY PLANTINGS = 8 EVERGREEN TREES + 3 SHADE TREES 14 UNDERSTORY PLANTINGS = 14 ORNAMENTAL TREES 61 SHRUBS / TALL NATIVE PRAIRIE PLANTINGS = 61 SHRUBS NORTH PROPERTY LINE REQUIRED: CLASS C BUFFERYARD, 40' WIDTH 12 OVERSTORY PLANTINGS=3.96*3 16 UNDERSTORY PLANTINGS=3.96*4 72 SHRUBS / TALL NATIVE PRAIRIE PLANTINGS=3.96*18 NORTH PROPERTY LINE PROVIDED: 12 OVERSTORY PLANTINGS = 12 EVERGREEN TREES 16 UNDERSTORY PLANTINGS = 16 ORNAMENTAL TREES 72 SHRUBS / TALL NATIVE PRAIRIE PLANTINGS = 20 SHRUBS + 52 NATIVE PRAIRIE PLANTINGS *TREES PLANTED JUST SOUTH OF BUFFERYARD TO AVOID EASEMENT TOTAL REQUIREMENTS TOTAL OVERSTORY PLANTINGS REQUIRED:71 OVERSTORY PLANTINGS = 48 + 11 + 12 TOTAL OVERSTORY PLANTINGS PROVIDED:71 OVERSTORY PLANTINGS = 47 SHADE TREES + 24 CONIFEROUS TREES TOTAL UNDERSTORY PLANTINGS REQUIRED:30 UNDERSTORY PLANTINGS = 14 + 16 TOTAL UNDERSTORY PLANTINGS PROVIDED:30 UNDERSTORY PLANTINGS = 30 ORNAMENTAL TREES TOTAL SHRUBS / TALL NATIVE PRAIRIE PLANTINGS REQUIRED: 307 SHRUBS / NATIVE PLANTINGS = 79 + 7 + 58 + 30 + 61 + 72 TOTAL SHRUBS / TALL NATIVE PRAIRIE PLANTINGS PROVIDED: 317 SHRUBS / NATIVE PLANTINGS = 199 SHRUBS + 118 NATIVE PLANTINGS LANDSCAPE SUMMARY 0GRAPHIC SCALE IN FEET 50 25 50 100 NORTH NOTE: SEE SHEET L105 FOR FULL PLANT SCHEDULE Know what'sbelow. before you dig.Call R PROPOSED CHURCH WETLAND 2B 18" 24" 24" D D D 40 ' B U F F E R Y A R D E A S E M E N T 40' BUFFERYARD EASEMENT 5 - WIL 2 - WHP 9 - RTD 3 - RVB 15 - WIL 2 - PRE 2 - WHP 1 - RVB 17 - RTD 6 - RVB 2 - WHP 7 - TGA 3 - BHS 6 - QUA 3 - BHS 4 - RVB 3 - BHS 6 - QUA 3 - BHS 9 - SWG 5 - WIL 10 - BLU 5 - WIL 11 - SWG 5 - WIL 11 - BLU 5 - WIL 11 - SWG RT RT WD WD SSR SSR SSR WETLAND BUFFER SIGN, MAXIMUM 100' SPACING - SEE DETAIL WETLAND BUFFER SIGN - SEE DETAIL WETLAND BUFFER SIGN, MAXIMUM 100' SPACING - SEE DETAIL WETLAND BUFFER SIGN, MAXIMUM 100' SPACING - SEE DETAIL PLANT KEY LANDSCAPE KEYNOTESLANDSCAPE LEGEND EXISTING DECIDUOUS TREE (TYP.) EXISTING CONIFEROUS TREE (TYP.) EDGER (TYP.) APPROXIMATE LIMITS OF SEEDING / SED EDGE, SEED ALL DISTURBED AREAS (TYP.) SEED WITH MNDOT WD MIX: WET DITCH SEED MIX (+/-21,233 S.F. / 0.49 AC)(TYP.) SEED WITH MNDOT RT MIX: RESIDENTIAL TURF GRASS SEED MIX (+/-54,861 S.F. / 1.26 AC)(TYP.) SEED WITH MNDOT SSR MIX: SOUTHERN SHORTGRASS ROADSIDE SEED MIX APPROXIMATE LIMITS OF IRRIGATION (TYP.) (+/-47,423 S.F. / 1.09 AC)(TYP.) SEEDING KEYNOTES SEED WITH MNDOT WD MIX: WET DITCH SEED MIX (TYP.) SEED WITH MNDOT RT MIX: RESIDENTIAL TURFGRASS SEED MIX (TYP.) SEED WITH MNDOT SSR MIX: SOUTHERN SHORTGRASS ROADSIDE SEED MIX (TYP.) WD RT SSR A A B C LANDSCAPE KEYNOTES EDGER (TYP.) DOUBLE SHREDDED HARDWOOD MULCH (TYP.) SOD (TYP.) DECIDUOUS SHRUBS ANH ANNABELLE HYDRANGEA LDN LITTLE DEVIL NINEBARK RTD RED TWIG DOGWOOD WIL FLAME WILLOW ORNAMENTAL GRASSES BLU BIG BLUESTEM HMS HEAVY METAL SWITCHGRASS PDS PRAIRIE DROPSEED SWG SWITCH GRASS PERENNIALS AFS AUTUMN FIRE SEDUM BES BLACK-EYED SUSAN WLC WALKER'S LOW CATMINT PR E P A R E D F O R LA N D S C A P E EN L A R G E M E N T S L101 ST T H O M A S T H E AP O S T L E MI L L E R DU N W I D D I E CO R C O R A N MN DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 0 5 1 2 0 3 2 12 / 1 6 / 2 0 2 4 AS S H O W N CF K CF K RA H Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 2 0 1 8 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M K: \ T W C _ L D E V \ M I L L E R _ D U N \ S t . T h o m a s T h e A p o s t l e C h u r c h - M a s t e r P l a n \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ L 1 - L A N D S C A P E E N L A R G E M E N T S . d w g A p r i l 1 5 , 2 0 2 5 - 9 : 4 0 a m © BY RE V I S I O N S No . DA T E PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N PR E L I M I N A R Y - N O T FO R C O N S T R U C T I O N MW CI T Y C O M M E N T S 1 3/ 1 0 / 2 5 NORTH Know what'sbelow. before you dig.Call R 0GRAPHIC SCALE IN FEET 20 10 20 40 NOTE: SEE SHEET L105 FOR FULL PLANT SCHEDULE MATCHLINE - SEE SHEET L102 DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . RY A N A . H Y L L E S T E D 12 / 1 6 / 2 0 2 4 53 8 2 8 S WETLAND 3 PROPOSED CHURCH FFE: 976.50 PROPOSED CHURCH FFE: 976.50 WETLAND 3 NO P A R K I N G 36" 2 4 " 15" NO P A R K I N G NO P A R K I N G NO P A R K I N G NO P A R K I N G NO P A R K I N G NO P A R K I N G NO P A R K I N G P1 MH: 28 P1 MH: 28 P1 MH: 28 P1 MH: 28 P3 MH: 28 P2 MH: 28 P2 MH: 28 D 7 - TGA 3 - LDN 4 - SGJ 5 - LDN 4 - TGA 6 - HMS 2 - TGA 3 - TGA 3 - HMS 6 - WLC 7 - AFS 23 - AFS 3 - HMS10 - AFS 3 - HMA 4 - ANH 7 - AFS 7 - AFS 1 - BOL 1 - SWO 2 - BOL 2 - IHL 10 - WLC 1 - SWO 1 - SWO 1 - BOL 1 - SWO 1 - SWO 5 - WLC 2 - IHL 5 - HMS 5 - WLC 1 - SWO 1 - BOL 18 - SGJ 5 - HMS 6 - WLC 11 - BES 4 - ABM4 - ABM 5 - HMS 18 - SGJ 5 - HMS 1 - SWO1 - SWO 1 - SWO4 - WIL 2 - RVB 2 - WHP 11 - RTD 1 - SWO 2 - QUA 5 - WLC 2 - IHL 5 - HMS 5 - WLC 6 - WLC 2 - SWO 2 - IHL 5 - WLC 5 - WLC 5 - WLC 22 - AFS 4 - ABM 4 - ABM 6 - WLC 5 - WLC 1 - BOL 1 - SWO 5 - HMS 16 - ANH 5 - HMS 16 - ANH 5 - HMS 2 - WHC 2 - WHC B B B BA A B B B A B B A B A B A A B A B B RT RT RT RT RT WD WD RT RT SSR SSR SSR RT WETLAND BUFFER SIGN, MAXIMUM 100' SPACING - SEE DETAIL WETLAND BUFFER SIGN, MAXIMUM 100' SPACING - SEE DETAIL SEEDING KEYNOTES SEED WITH MNDOT WD MIX: WET DITCH SEED MIX (TYP.) SEED WITH MNDOT RT MIX: RESIDENTIAL TURFGRASS SEED MIX (TYP.) SEED WITH MNDOT SSR MIX: SOUTHERN SHORTGRASS ROADSIDE SEED MIX (TYP.) WD RT SSR A A B C LANDSCAPE KEYNOTES EDGER (TYP.) DOUBLE SHREDDED HARDWOOD MULCH (TYP.) SOD (TYP.) LANDSCAPE KEYNOTESLANDSCAPE LEGEND EXISTING DECIDUOUS TREE (TYP.) EXISTING CONIFEROUS TREE (TYP.) EDGER (TYP.) APPROXIMATE LIMITS OF SEEDING / SED EDGE, SEED ALL DISTURBED AREAS (TYP.) SEED WITH MNDOT WD MIX: WET DITCH SEED MIX (+/-21,233 S.F. / 0.49 AC)(TYP.) SEED WITH MNDOT RT MIX: RESIDENTIAL TURF GRASS SEED MIX (+/-54,861 S.F. / 1.26 AC)(TYP.) SEED WITH MNDOT SSR MIX: SOUTHERN SHORTGRASS ROADSIDE SEED MIX APPROXIMATE LIMITS OF IRRIGATION (TYP.) (+/-47,423 S.F. / 1.09 AC)(TYP.) PLANT KEY DECIDUOUS SHRUBS ANH ANNABELLE HYDRANGEA LDN LITTLE DEVIL NINEBARK RTD RED TWIG DOGWOOD WIL FLAME WILLOW ORNAMENTAL GRASSES BLU BIG BLUESTEM HMS HEAVY METAL SWITCHGRASS PDS PRAIRIE DROPSEED SWG SWITCH GRASS PERENNIALS AFS AUTUMN FIRE SEDUM BES BLACK-EYED SUSAN WLC WALKER'S LOW CATMINT PR E P A R E D F O R LA N D S C A P E EN L A R G E M E N T S L102 ST T H O M A S T H E AP O S T L E MI L L E R DU N W I D D I E CO R C O R A N MN DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 0 5 1 2 0 3 2 12 / 1 6 / 2 0 2 4 AS S H O W N CK CK RA H Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 2 0 1 8 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M K: \ T W C _ L D E V \ M I L L E R _ D U N \ S t . T h o m a s T h e A p o s t l e C h u r c h - M a s t e r P l a n \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ L 1 - L A N D S C A P E E N L A R G E M E N T S . d w g A p r i l 1 5 , 2 0 2 5 - 9 : 4 1 a m © BY RE V I S I O N S No . DA T E PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N PR E L I M I N A R Y - N O T FO R C O N S T R U C T I O N MW CI T Y C O M M E N T S 1 3/ 1 0 / 2 5 NORTH Know what'sbelow. before you dig.Call R 0GRAPHIC SCALE IN FEET 20 10 20 40 NOTE: SEE SHEET L105 FOR FULL PLANT SCHEDULE MATCHLINE - SEE SHEET L103 MATCHLINE - SEE SHEET L101 DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . RY A N A . H Y L L E S T E D 12 / 1 6 / 2 0 2 4 53 8 2 8 D CO. RD . N O . 1 0 CO M M E R C E S T . P2 MH: 28 CO. RD. NO. 10 CO. RD . N O . 1 0 7 - WLC 5 - HMS 8 - LDN 4 - BES 9 - PDS 5 - AFS 8 - WLC 5 - BES 3 - AFS6 - BES 1 - ABM1 - ABM RT RT SSR RT B A SYMBOL CODE COMMON NAME CONIFEROUS TREE PLANT KEYLANDSCAPE KEYNOTESLANDSCAPE LEGEND EXISTING DECIDUOUS TREE (TYP.) EXISTING CONIFEROUS TREE (TYP.) EDGER (TYP.) APPROXIMATE LIMITS OF SEEDING / SED EDGE, SEED ALL DISTURBED AREAS (TYP.) SEED WITH MNDOT WD MIX: WET DITCH SEED MIX (+/-21,233 S.F. / 0.49 AC)(TYP.) SEED WITH MNDOT RT MIX: RESIDENTIAL TURF GRASS SEED MIX (+/-54,861 S.F. / 1.26 AC)(TYP.) SEED WITH MNDOT SSR MIX: SOUTHERN SHORTGRASS ROADSIDE SEED MIX APPROXIMATE LIMITS OF IRRIGATION (TYP.) (+/-47,423 S.F. / 1.09 AC)(TYP.) TGA TECHNY ARBORVITAE DECIDUOUS SHRUBS ANH ANNABELLE HYDRANGEA LDN LITTLE DEVIL NINEBARK RTD RED TWIG DOGWOOD WIL FLAME WILLOW ORNAMENTAL GRASSES BLU BIG BLUESTEM HMS HEAVY METAL SWITCHGRASS PDS PRAIRIE DROPSEED SWG SWITCH GRASS PERENNIALS AFS AUTUMN FIRE SEDUM SEEDING KEYNOTES SEED WITH MNDOT WD MIX: WET DITCH SEED MIX (TYP.) SEED WITH MNDOT RT MIX: RESIDENTIAL TURFGRASS SEED MIX (TYP.) SEED WITH MNDOT SSR MIX: SOUTHERN SHORTGRASS ROADSIDE SEED MIX (TYP.) WD RT SSR A A B C LANDSCAPE KEYNOTES EDGER (TYP.) DOUBLE SHREDDED HARDWOOD MULCH (TYP.) SOD (TYP.) BES BLACK-EYED SUSAN WLC WALKER'S LOW CATMINT PR E P A R E D F O R LA N D S C A P E EN L A R G E M E N T S L103 ST T H O M A S T H E AP O S T L E MI L L E R DU N W I D D I E CO R C O R A N MN DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 0 5 1 2 0 3 2 12 / 1 6 / 2 0 2 4 AS S H O W N CF K CF K RA H Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 2 0 1 8 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M K: \ T W C _ L D E V \ M I L L E R _ D U N \ S t . T h o m a s T h e A p o s t l e C h u r c h - M a s t e r P l a n \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ L 1 - L A N D S C A P E E N L A R G E M E N T S . d w g A p r i l 1 5 , 2 0 2 5 - 9 : 4 2 a m © BY RE V I S I O N S No . DA T E PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N PR E L I M I N A R Y - N O T FO R C O N S T R U C T I O N MW CI T Y C O M M E N T S 1 3/ 1 0 / 2 5 NORTH Know what'sbelow. before you dig.Call R 0GRAPHIC SCALE IN FEET 20 10 20 40 NOTE: SEE SHEET L105 FOR FULL PLANT SCHEDULE MATCHLINE - SEE SHEET L102 DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . RY A N A . H Y L L E S T E D 12 / 1 6 / 2 0 2 4 53 8 2 8 940 950 960 970 980 990 1000 940 950 960 970 980 990 1000 WETLANDWETLAND BUFFER WETLAND BUFFER PARKING AREA WALKISLANDLANDSCAPE AREA DRIVE AISLE PROPOSED BUILDING EDGE PROPERTY LINEPROPERTY LINE WETLAND BUFFER 920 930 940 950 960 970 980 990 1000 920 930 940 950 960 970 980 990 1000 40.0' BUFFERYARD WETLANDWETLAND BUFFER WETLAND BUFFER BMP PROPOSED BUILDING EDGE PROPERTY LINE LAWN NATIVE SEEDING OVERHEAD POWERLINE PR E P A R E D F O R LA N D S C A P E SE C T I O N S L104 ST T H O M A S T H E AP O S T L E MI L L E R DU N W I D D I E CO R C O R A N MN DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L LA N D S C A P E A R C H I T E C T U N D E R T H E L A W S O F TH E S T A T E O F M I N N E S O T A . MN LI C . N O . FI R S T M . L A S T 12 / 1 6 / 2 0 2 4 XX X X X DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 0 5 1 2 0 3 2 12 / 1 6 / 2 0 2 4 AS S H O W N GA R GA R MC B SECTION ONE SCALE: 1"=20'L1041 Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 2 0 1 8 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M K: \ T W C _ L D E V \ M I L L E R _ D U N \ S t . T h o m a s T h e A p o s t l e C h u r c h - M a s t e r P l a n \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ L 1 - L A N D S C A P E P L A N . D W G A p r i l 1 5 , 2 0 2 5 - 9 : 4 3 a m © BY RE V I S I O N S No . DA T E PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N PR E L I M I N A R Y - N O T FO R C O N S T R U C T I O N MW CI T Y C O M M E N T S 1 3/ 1 0 / 2 5 Know what'sbelow. before you dig.Call R SECTION TWO SCALE: 1"=20'L1042 0GRAPHIC SCALE IN FEET 20 10 20 40 SYMBOL CODE QTY COMMON NAME BOTANICAL NAME N/A CAL.MATURE HEIGHT X WIDTH CONIFEROUS TREE - 24 TOTAL BHS 12 BLACK HILLS SPRUCE PICEA GLAUCA `DENSATA`B & B 6` HT. 6` HT. WHC 4 WHITE CEDAR THUJA OCCIDENTALIS `WHITE CEDAR`B & B 6` HT. WHP 8 WHITE PINE PINUS STROBUS B & B 8` HT. ORNAMENTAL TREE - 30 TOTAL QUA 14 QUAKING ASPEN POPULUS TREMULOIDES B & B 1.5" CAL. RVB 16 RIVER BIRCH MULTI-TRUNK BETULA NIGRA B & B 1.5" CAL 6` HT. OVERSTORY TREE - 47 TOTAL ABM 18 AUTUMN BLAZE MAPLE ACER X FREEMANII `AUTUMN BLAZE`B & B 2.5" CAL. BOL 6 BOULEVARD LINDEN TILIA AMERICANA `BOULEVARD`B & B 2.5" CAL. IHL 8 IMPERIAL HONEYLOCUST GLEDITSIA TRIACANTHOS VAR. INERMIS `IMPERIAL` B & B 2.5" CAL. PRE 2 PRINCETON ELM ULMUS AMERICANA `PRINCETON`B & B 2.5" CAL. SWO 13 SWAMP WHITE OAK QUERCUS BICOLOR B & B 2.5" CAL. SYMBOL CODE QTY COMMON NAME BOTANICAL NAME CONTAINER SPACING MATURE HEIGHT X WIDTH CONIFEROUS SHRUBS - 66 TOTAL HMA 3 HOLMSTRUP ARBORVITAE THUJA OCCIDENTALIS `HOLMSTRUP`#5 CONT. 3` O.C. SGJ 40 SEA GREEN JUNIPER JUNIPERUS CHINENSIS `SEA GREEN`#5 CONT. 5` O.C. TGA 23 TECHNY ARBORVITAE THUJA OCCIDENTALIS 'TECHNY'#5 CONT. 6` O.C. DECIDUOUS SHRUBS - 133 TOTAL ANH 36 ANNABELLE HYDRANGEA HYDRANGEA ARBORESCENS `ANNABELLE`#5 CONT. 4` O.C. LDN 16 LITTLE DEVIL NINEBARK PHYSOCARPUS OPULIFOLIUS `DONNA MAY` TM #5 CONT. 4` O.C. RTD 37 RED TWIG DOGWOOD CORNUS SERICEA `BAILEYI`#5 CONT. 5` O.C. WIL 44 FLAME WILLOW SALIX X 'FLAME'#5 CONT. 6` O.C. TALL NATIVE PRAIRIE PLANTINGS - GRASSES - 118 TOTAL BLU 21 BIG BLUESTEM ANDROPOGON GERARDII #1 CONT. 4` O.C. HMS 57 HEAVY METAL SWITCHGRASS PANICUM VIRGATUM 'HEAVY METAL'#1 CONT. 3` O.C. PDS 9 PRAIRIE DROPSEED SPOROBOLUS HETEROLEPIS #1 CONT. 18" O.C. SWG 31 SWITCH GRASS PANICUM VIRGATUM #1 CONT. 4` O.C. PERENNIALS - 199 TOTAL AFS 84 AUTUMN FIRE SEDUM SEDUM X 'AUTUMN FIRE'#1 CONT. 24" O.C. BES 26 BLACK-EYED SUSAN RUDBECKIA FULGIDA `GOLDSTURM`#1 CONT. 18" O.C. 18" OC WLC 89 WALKER'S LOW CATMINT NEPETA X 'WALKER'S LOW'#1 CONT. 18" O.C. PLANT SCHEDULE SEED CODE QTY COMMON NAME WD 21,233 S.F. / 0.49 AC MNDOT WD MIX: WET DITCH SEED MIX WD 54,861 S.F. / 1.26 AC MNDOT RT MIX: RESIDENTIAL TURFGRASS SEED MIX WD 47,423 S.F. / 1.09 AC MNDOT SSR MIX: SOUTHERN SHORTGRASS ROADSIDE SEED MIX Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 2 0 1 8 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M K: \ T W C _ L D E V \ M I L L E R _ D U N \ S t . T h o m a s T h e A p o s t l e C h u r c h - M a s t e r P l a n \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ L 1 - L A N D S C A P E D E T A I L S . D W G A p r i l 1 5 , 2 0 2 5 - 9 : 4 4 a m BY RE V I S I O N S No . DA T E PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N PR E L I M I N A R Y - N O T FO R C O N S T R U C T I O N MW CI T Y C O M M E N T S 1 3/ 1 0 / 2 5 PR E P A R E D F O R LA N D S C A P E NO T E S & SC H E D U L E L105 ST T H O M A S T H E AP O S T L E MI L L E R DU N W I D D I E CO R C O R A N MN DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L LA N D S C A P E A R C H I T E C T U N D E R T H E L A W S O F TH E S T A T E O F M I N N E S O T A . MN LI C . N O . RY A N A . H Y L L E S T E D 12 / 1 6 / 2 0 2 4 53 8 2 8 DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 0 5 1 2 0 3 2 12 / 1 6 / 2 0 2 4 AS S H O W N CK CK RA H PLANTING 1. CONTACT COMMON GROUND ALLIANCE AT 811 OR CALL811.COM TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY PLANTS OR LANDSCAPE MATERIAL. 2. ACTUAL LOCATION OF PLANT MATERIAL IS SUBJECT TO FIELD AND SITE CONDITIONS. 3. NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. 4. ALL SUBSTITUTIONS MUST BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO SUBMISSION OF ANY BID AND/OR QUOTE BY THE LANDSCAPE CONTRACTOR. 5. PROVIDE TWO YEAR GUARANTEE OF ALL PLANT MATERIALS. THE GUARANTEE BEGINS ON THE DATE OF THE LANDSCAPE ARCHITECT'S OR OWNER'S WRITTEN ACCEPTANCE OF THE INITIAL PLANTING. REPLACEMENT PLANT MATERIAL SHALL HAVE A ONE YEAR GUARANTEE COMMENCING UPON PLANTING. 6. ALL PLANTS TO BE SPECIMEN GRADE, MINNESOTA-GROWN AND/OR HARDY. SPECIMEN GRADE SHALL ADHERE TO, BUT IS NOT LIMITED BY, THE FOLLOWING STANDARDS: ALL PLANTS SHALL BE FREE FROM DISEASE, PESTS, WOUNDS, SCARS, ETC. ALL PLANTS SHALL BE FREE FROM NOTICEABLE GAPS, HOLES, OR DEFORMITIES. ALL PLANTS SHALL BE FREE FROM BROKEN OR DEAD BRANCHES. ALL PLANTS SHALL HAVE HEAVY, HEALTHY BRANCHING AND LEAFING. CONIFEROUS TREES SHALL HAVE AN ESTABLISHED MAIN LEADER AND A HEIGHT TO WIDTH RATIO OF NO LESS THAN 5:3. 7. PLANTS TO MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2014 OR MOST CURRENT VERSION) REQUIREMENTS FOR SIZE AND TYPE SPECIFIED. 8. PLANTS TO BE INSTALLED AS PER MNLA & ANSI STANDARD PLANTING PRACTICES. 9. INSTALL PLANTS BY PLANT INSTALLATION PERIOD INFORMATION IN THE LATEST STANDARD PLANTING DETAILS FROM MNDOT. PLANTINGS BEFORE OR AFTER THESE DATES ARE DONE AT RISK. 10. PLANTS SHALL BE IMMEDIATELY PLANTED UPON ARRIVAL AT SITE. PROPERLY HEEL-IN MATERIALS IF NECESSARY; TEMPORARY ONLY. 11. PRIOR TO PLANTING, FIELD VERIFY THAT THE ROOT COLLAR/ROOT FLARE IS LOCATED AT THE TOP OF THE BALLED & BURLAP TREE. IF THIS IS NOT THE CASE, SOIL SHALL BE REMOVED DOWN TO THE ROOT COLLAR/ROOT FLARE. WHEN THE BALLED & BURLAP TREE IS PLANTED, THE ROOT COLLAR/ROOT FLARE SHALL BE EVEN OR SLIGHTLY ABOVE FINISHED GRADE. 12. OPEN TOP OF BURLAP ON BB MATERIALS; REMOVE POT ON POTTED PLANTS; SPLIT AND BREAK APART PEAT POTS. 13. PRUNE PLANTS AS NECESSARY - PER STANDARD NURSERY PRACTICE AND TO CORRECT POOR BRANCHING OF EXISTING AND PROPOSED TREES. 14. WRAP ALL SMOOTH-BARKED TREES - FASTEN TOP AND BOTTOM. REMOVE BY APRIL 1ST. 15. STAKING OF TREES AS REQUIRED; REPOSITION, PLUMB AND STAKE IF NOT PLUMB AFTER ONE YEAR. SOIL 16. THE NEED FOR SOIL AMENDMENTS SHALL BE DETERMINED UPON SITE SOIL CONDITIONS PRIOR TO PLANTING. LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT FOR THE NEED OF ANY SOIL AMENDMENTS. 17. BACKFILL SOIL AND TOPSOIL TO ADHERE TO MNDOT STANDARD SPECIFICATION 3877 (LOAM TOPSOIL BORROW) AND TO BE EXISTING TOP SOIL FROM SITE FREE OF ROOTS, ROCKS LARGER THAN ONE INCH, SUBSOIL DEBRIS, AND LARGE WEEDS UNLESS SPECIFIED OTHERWISE. MINIMUM 4" DEPTH TOPSOIL FOR ALL LAWN GRASS AREAS AND 12" DEPTH TOPSOIL FOR TREE, SHRUBS, AND PERENNIALS. MULCH 18. MULCH TO BE AT ALL TREE, SHRUB, PERENNIAL, AND MAINTENANCE AREAS. TREE AND SHRUB PLANTING BEDS SHALL HAVE 4" DEPTH OF DOUBLE SHREDDED HARDWOOD MULCH. DOUBLE SHREDDED HARDWOOD MULCH TO BE USED AROUND ALL PLANTS WITHIN TURF AREAS. PERENNIAL AND ORNAMENTAL GRASS BEDS SHALL HAVE 2" DEPTH DOUBLE SHREDDED HARDWOOD MULCH. MULCH TO BE FREE OF DELETERIOUS MATERIAL AND NATURAL IN COLOR (DYE-FREE), OR APPROVED EQUAL. MULCH TO MATCH EXISTING CONDITIONS (WHERE APPLICABLE). EDGER 19. EDGING TO BE COMMERCIAL GRADE COL-MET (OR EQUAL) STEEL EDGING; 3/16" THICK x 5" TALL, COLOR BLACK, OR SPADED EDGE, AS INDICATED. STEEL EDGING SHALL BE PLACED WITH SMOOTH CURVES AND STAKED WITH METAL SPIKES NO GREATER THAN 4 FOOT ON CENTER WITH TOP OF EDGER AT GRADE, FOR MOWERS TO CUT ABOVE WITHOUT DAMAGE. UTILIZE CURBS AND SIDEWALKS FOR EDGING WHERE POSSIBLE. WHERE EDGING TERMINATES AT A SIDEWALK, BEVEL OR RECESS ENDS TO PREVENT TRIP HAZARD. SPADED EDGE TO PROVIDE V-SHAPED DEPTH AND WIDTH TO CREATE SEPARATION BETWEEN MULCH AND GRASS. INDIVIDUAL TREE, SHRUB, OR RAIN-GARDEN BEDS TO BE SPADED EDGE, UNLESS NOTED OTHERWISE. EDGING TO MATCH EXISTING CONDITIONS (WHERE APPLICABLE). SEED 20. ALL DISTURBED AREAS TO BE SEEDED, UNLESS OTHERWISE NOTED. ALL TOPSOIL AREAS TO BE RAKED TO REMOVE DEBRIS AND ENSURE DRAINAGE. SLOPES OF 3:1 OR GREATER SHALL BE STAKED. SEED AS SPECIFIED, PER MNDOT SPECIFICATIONS AND SUPPLIER/MANUFACTURER RECOMMENDATIONS. IF NOT INDICATED ON LANDSCAPE PLAN, SEE EROSION CONTROL PLAN. ESTABLISHMENT 21. PROVIDE NECESSARY WATERING OF PLANT MATERIALS UNTIL THE PLANT IS FULLY ESTABLISHED OR IRRIGATION SYSTEM IS OPERATIONAL. OWNER WILL NOT PROVIDE WATER FOR CONTRACTOR. 22. REPAIR, REPLACE, OR PROVIDE SOD/SEED AS REQUIRED FOR ANY ROADWAY BOULEVARD AREAS ADJACENT TO THE SITE DISTURBED DURING CONSTRUCTION. WARRANTY 23. REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO OWNER. 24. MAINTAIN TREES, SHRUBS, SEED AND OTHER PLANTS UNTIL PROJECT COMPLETION, BUT IN NO CASE, LESS THAN FOLLOWING PERIOD; 1 YEAR AFTER PROJECT COMPLETION. MAINTAIN TREES, SHRUBS, SEED AND OTHER PLANTS BY PRUNING, CULTIVATING, AND WEEDING AS REQUIRED FOR HEALTHY GROWTH. RESTORE PLANTING SAUCERS. TIGHTEN AND REPAIR STAKE AND GUY SUPPORTS AND RESET TREES AND SHRUBS TO PROPER GRADES OR VERTICAL POSITION AS REQUIRED. RESTORE OR REPLACE DAMAGED WRAPPINGS. SPRAY AS REQUIRED TO KEEP TREES AND SHRUBS FREE OF INSECTS AND DISEASE. REPLENISH MULCH TO THE REQUIRED DEPTH. MAINTAIN LAWNS FOR 60 DAYS AFTER INSTALLING SOD INCLUDING MOWING WHEN SOD RECITES 4” IN HEIGHT. WEED PLANTING BEDS AND MULCH SAUCERS AT MINIMUM ONCE A MONTH DURING THE GROWING SEASON. PROVIDE A MONTHLY REPORT TO THE OWNER ON WEEDING AND OTHER MAINTENANCE RESPONSIBILITIES. LANDSCAPE NOTES NOTE: QUANTITIES ON PLAN SUPERSEDE LIST QUANTITIES IN THE EVENT OF A DISCREPANCY. ABBREVIATIONS: B&B = BALLED AND BURLAPPED CAL. = CALIPER HT. = HEIGHT MIN. = MINIMUM O.C. = ON CENTER SP. = SPECIES QTY. = QUANTITY Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 2 0 1 8 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M K: \ T W C _ L D E V \ M I L L E R _ D U N \ S t . T h o m a s T h e A p o s t l e C h u r c h - M a s t e r P l a n \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ L 1 - L A N D S C A P E D E T A I L S . D W G A p r i l 1 5 , 2 0 2 5 - 9 : 4 4 a m BY RE V I S I O N S No . DA T E PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N PR E L I M I N A R Y - N O T FO R C O N S T R U C T I O N MW CI T Y C O M M E N T S 1 3/ 1 0 / 2 5 PR E P A R E D F O R LA N D S C A P E DE T A I L S L106 ST T H O M A S T H E AP O S T L E MI L L E R DU N W I D D I E CO R C O R A N MN DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L LA N D S C A P E A R C H I T E C T U N D E R T H E L A W S O F TH E S T A T E O F M I N N E S O T A . MN LI C . N O . FI R S T M . L A S T 12 / 1 6 / 2 0 2 4 XX X X X DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 0 5 1 2 0 3 2 12 / 1 6 / 2 0 2 4 AS S H O W N GA R GA R MC B DOUBLE SHREDDED HARDWOOD MULCH NOTES: SOD 4" TOPSOIL PREPARED PLANTING BED AND BACKFILL SOIL (THOROUGHLY LOOSENED)NOTES: 1. SCARIFY SIDES AND BOTTOM OF HOLE. 2. PROCEED WITH CORRECTIVE PRUNING OF TOP AND ROOT. 3. REMOVE CONTAINER AND SCORE OUTSIDE OF SOIL MASS TO REDIRECT AND PREVENT CIRCLING FIBROUS ROOTS. REMOVE OR CORRECT STEM GIRDLING ROOTS. 4. PLUMB AND BACKFILL WITH PLANTING SOIL. 5. WATER THOROUGHLY WITHIN 2 HOURS TO SETTLE PLANTS AND FILL VOIDS. 6. BACK FILL VOIDS AND WATER SECOND TIME. 7. PLACE MULCH WITHIN 48 HOURS OF THE SECOND WATERING UNLESS SOIL MOISTURE IS EXCESSIVE. 8. MIX IN 3-4" OF ORGANIC COMPOST. 1. SCARIFY SIDES AND BOTTOM OF HOLE. 2. PROCEED WITH CORRECTIVE PRUNING. 3. SET PLANT ON UNDISTURBED NATIVE SOIL OR THOROUGHLY COMPACTED PLANTING SOIL. INSTALL PLANT SO THE ROOT FLARE IS AT OR UP TO 2" ABOVE THE FINISHED GRADE WITH BURLAP AND WIRE BASKET, (IF USED), INTACT. 4. SLIT REMAINING TREATED BURLAP AT 6" INTERVALS. 5. BACKFILL TO WITHIN APPROXIMATELY 12" OF THE TOP OF THE ROOTBALL, THEN WATER PLANT. REMOVE THE TOP 1/3 OF THE BASKET OR THE TOP TWO HORIZONTAL RINGS WHICHEVER IS GREATER. REMOVE ALL BURLAP AND NAILS FROM THE TOP 1/3 OF THE BALL. REMOVE ALL TWINE. REMOVE OR CORRECT STEM GIRDLING ROOTS. 6. PLUMB AND BACKFILL WITH PLANTING SOIL. 7. WATER THOROUGHLY WITHIN 2 HOURS TO SETTLE PLANTS AND FILL VOIDS. 8. BACK FILL VOIDS AND WATER SECOND TIME. 9. PLACE MULCH WITHIN 48 HOURS OF THE SECOND WATERING UNLESS SOIL MOISTURE IS EXCESSIVE. 10. FINAL LOCATION OF TREE TO BE APPROVED BY OWNER. PLANTING SOIL ON CENTER SPACINGAS STATED ON PLAN. EXTEND HOLE EXCAVATION WIDTH A MINIMUM OF 6" BEYOND THE PLANTS ROOT SYSTEM. FINISHED GRADE EDGER, AS SPECIFIED .. . . . .. . . . . . . . .. . . . . . . . . . .. . . . .. . . . . . . ... . . . . . . . . . . .. . . . . . . . . .. . . . . . . .. . .. . . . .. . . . . .. . . . .. . .. . . . TREE PLANTING DETAIL SCALE: N.T.S.L1061 SHRUB / PERENNIAL PLANTING DETAIL SCALE: N.T.S. L1063 MULCH 3/16" X 4" STEEL EDGER 12" STEEL EDGER SPIKE TURF/SOD SUBGRADE 12" STEEL EDGER SPIKE 3/16" X 4" STEEL EDGER 4' MULCH TURF/SOD TOP OF EDGER TO BE FLUSH WITH SOD PLANSECTION STEEL EDGER DETAIL SCALE: N.T.S.L1062 SPADED EDGE DETAIL SCALE: 1-1/2"=1'L1064 MULCH AT PLANTING AREA SPADED EDGE "V" SHAPED, 4" WIDTH, 4" DEPTH, MORE VERTICAL ON LAWN SIDE LAWN GRASS FINISHED GRADE TREE (TYP.) SHRUB / ORNAMENTAL GRASS / PERENNIAL (TYP.) MULCH OR SOD, SEE PLAN TOPSOIL, SEE LANDSCAPE NOTES CONCRETE CURB AND GUTTER (TYP.) SEE LANDSCAPE PLANFOR SPECIFICPLANTINGS FINAL GRADE, SEE GRADING LANDSCAPE PARKING ISLAND SCALE: N.T.S.L1065 A IRRIGATION KEYNOTES POINT OF CONNECTION, VERIFY LOCATION WITH OWNER. METER / BACKFLOW PREVENTER AND CONTROLLER TO BE LOCATED IN MECHANICAL ROOM, COORDINATE WITH MEP. CONTROLLER TO HAVE WEATHER BASED TECHNOLOGY RAIN SENSOR / FREEZE SENSOR DRIP IRRIGATION SPRAY IRRIGATION IRRIGATION SLEEVING QUICK COUPLER A B C D E F S S D D D CO. RD. NO. 10 CO M M E R C E S T PROPOSED CHURCH FFE: 976.50 WETLAND 3 NO P A R K I N G 36" 2 4 " 15" 18" 24" 24" NO P A R K I N G NO P A R K I N G NO P A R K I N G NO P A R K I N G NO P A R K I N G NO P A R K I N G NO P A R K I N G S W D S A B C CC C D D E F F F F E C C C CC C C C LIMITS OF IRRIGATION (TYP.) IRRIGATION LEGEND SPRAY IRRIGATION (TYP.) ALL HEADS TO BE PRESSURE REGULATED DRIP IRRIGATION (TYP.) IRRIGATION SLEEVING QUICK COUPLER (FOR TEMPORARY IRRIGATION) Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 2 0 1 8 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M K: \ T W C _ L D E V \ M I L L E R _ D U N \ S t . T h o m a s T h e A p o s t l e C h u r c h - M a s t e r P l a n \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ L 1 - I R R I G A T I O N P L A N . d w g A p r i l 1 5 , 2 0 2 5 - 9 : 4 6 a m © BY RE V I S I O N S No . DA T E PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N PR E L I M I N A R Y - N O T FO R C O N S T R U C T I O N MW CI T Y C O M M E N T S 1 3/ 1 0 / 2 5 PR E P A R E D F O R SC H E M A T I C IR R I G A T I O N P L A N L200 ST T H O M A S T H E AP O S T L E MI L L E R DU N W I D D I E CO R C O R A N MN DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L LA N D S C A P E A R C H I T E C T U N D E R T H E L A W S O F TH E S T A T E O F M I N N E S O T A . MN LI C . N O . RY A N A . H Y L L E S T E D , P L A 12 / 1 6 / 2 0 2 4 53 8 2 8 DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 0 5 1 2 0 3 2 12 / 1 6 / 2 0 2 4 AS S H O W N CF K CF K RA H FEBC O FEBC O BUILDING WALL ECCENTRICREDUCER ASREQUIRED CONCRETE FLOOR SCHEMATIC ILLUSTRATION OF INTERIOR ENCLOSURE IRRIGATION CONNECTION SCALE: NTS L2001 RAIN / FREEZE SENSOR MOUNT ON EXTERIOR SIDE OF WALL AT HIGHEST EXPOSED LOCATION 1" QUICK COUPLING VALVE OR PLUG FOR WINTER BLOW OUT PVC SCHEDULE 40 SLEEVING FOR LOW VOLTAGE WIRES AND IRRIGATION MAIN UNDER PAVEMENT / THROUGH STRUCTURES EXTERIOR EXISTING GRADE IRRIGATION MAINLINE COPPER OR GALVANIZED STEEL PIPE AND FITTINGS TO LANDSCAPE AREA EXTERIOR EXISTING GRADE PVC MAINLINE FLOW SENSOR (LOCATION PREFERRED NEAR CONTROLLER) MASTER CONTROL VALVE, NORMALLY OPEN, AS SPECIFIED COUPLER IRRIGATION PLUMBING TO SYSTEMTO SYSTEM VALVE BOX IN LANDSCAPE AREA. FIELD VERIFY. THRUST BLOCK AS NEEDED CHANNEL IRON PUMP BASE AS REQUIRED BOOSTER PUMP AND ELECTRICAL CONNECTIONS AS REQUIRED, VERIFY. LOCATE NEAR DRAIN IRRIGATION MAINLINE COPPER OR GALVANIZED STEEL PIPE & FITTINGS. UNION NOTE: IRRIGATION CONNECTION PER CITY REQUIREMENTS AND PER CONNECTION PRIOR TO DOMESTIC WATER METER. COORDINATE WITH BUILDING ELECTRICAL / MECHANICAL CONNECT TO BUILDING WATERMAIN PRESSURE GAUGE ( 0-100 PSI) GATE VALVE WATER METER RPZ OR PVB BACKFLOW DEVICE UNION PRESSURE GAUGE (0-100 PSI) CHECK VALVE AS REQUIRED WITH PUMP GATE VALVE 120V POWER SUPPLY FROM BUILDING, AS REQUIRED, VERIFY. IRRIGATION CONTROLLER MOUNT ON WALL, PLUS, AS REQUIRED, RAIN SENSOR RECEIVER, REMOTE RECEIVER, AND PUMP START RELAY PROVIDE ELECTRICAL CONDUIT AS REQUIRED NOTE: INLET PIPE LENGTH OF SENSOR MUST BE MIN. 10X PIPE DIA. STRAIGHT, CLEAN RUN OF PIPE, NOT FITTINGS OR TURNS. OUTLET PIPE LENGTH OF SENSOR MUST BE MIN. 5X PIPE DIA. OF STRAIGHT CLEAN RUN OF PIPE, NO FITTINGS OR TURNS. 1. ALL PLANT MATERIAL INCLUDING PLANTERS SHALL BE IRRIGATED WITHIN THE LIMITS OF PLANTING / IRRIGATION. 2. CONTRACTOR TO PROVIDE OPERATION MANUALS, AS-BUILT PLANS, AND NORMAL PROGRAMMING. SYSTEM SHALL BE WINTERIZED AND HAVE SPRING STARTUP DURING FIRST YEAR OF OPERATION. SYSTEM SHALL HAVE ONE-YEAR WARRANTY ON ALL PARTS AND LABOR. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN IRRIGATION LAYOUT PLAN AS PART OF THE SCOPE OF WORK. SUBMIT LAYOUT PLAN FOR APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO ORDER AND / OR CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT SODDED / SEEDED AND PLANTED AREAS ARE IRRIGATED PROPERLY AND ON SEPARATE ZONES, INCLUDING THOSE AREAS DIRECTLY AROUND AND ABUTTING BUILDING FOUNDATION. 4. CONTACT LANDSCAPE ARCHITECT FOR INSPECTION AND APPROVAL OF ALL AREAS RECEIVING DRIP IRRIGATION PRIOR TO INSTALLATION OF ANY MULCH. 5. PROVIDE THE OWNER WITH AN IRRIGATION SCHEDULE APPROPRIATE TO THE PROJECT SITE CONDITIONS PRIOR AND TO PLANTED MATERIAL GROWTH REQUIREMENTS. 6. CONDUIT LOCATIONS SHOWN FOR REFERENCE ONLY AND ARE APPROXIMATE. IRRIGATION NOTES 0GRAPHIC SCALE IN FEET 50 25 50 100 NORTH Page 1 of 1 Da t e : 3 / 1 1 / 2 0 2 5 DISCLAIMER: Based on the information provided, all dimensions and luminaire locations shown represent recommended positions. Actual performance of any manufacturer's luminaires may vary due to changes in electrical voltage, tolerance in LEDs and other variable field conditions. Calculations do not include obstructions such as buildings, curbs, landscaping or any other architectural elements unless noted. Fixture nomenclature to be finalized by engineer and/or architect. This drawings is for photometric evaluation purposes only and should not be used as a construction document or as a final document for ordering product. De s i g n e d B y : K . T o m c z a k Sc a l e : 1 " = 3 0 ' Ch e c k e d B y : R o b C h a s s é St . T h o m a s A p o s t l e C h u r c h Luminaire Schedule Symbol Calculation Summary Label Units AvgQtyTypeMounting Height Lum. Watts Max Min Avg/Min Max/Min Overall Site Luminaire Lumens LLF Description [MANUFAC] Fc 0.41 3.3 0.0 N.A.N.A. Parking Lot Fc 1.53 3.3 0.3 5.10 11.004P128104148720.900 NV-1-T5W-48L-7-40K7 NLS LIGHTING 2 P2 28 71 8449 0.900 NV-1-T3-32L-7-40K-UNV NLS Lighting, LLC 1 P3 28 71 8307 0.900 NV-1-T4-32L-7-40K-UNV NLS Lighing LLC S W D D S S NO P A R K I N G NO P A R K I N G NO P A R K I N G NO P A R K I N G NO P A R K I N G NO P A R K I N G NO P A R K I N G NO P A R K I N G WETLAND 3 PROPOSED CHURCH FFE: 979.00 PROPOSED BMP #2 100-YR HWL: 970.21 NWL:969.00 DRAINTILE IE: 967.00 WATER QUALITY STORAGE: 18,290 CF TOTAL STORAGE: 58,622 CF CO. RD. NO. 10 PROPOSED CHURCH FFE: 979.00 WETLAND 3 36" 2 4 " 15" P1 MH: 28 MH: 28 P1 P1 MH: 28 P1 MH: 28 P3 MH: 28 P2 MH: 28 P2 MH: 28 0.0 0.10.00.00.00.00.0 0.00.0 0.0 0.2 0.00.00.00.00.00.00.0 0.0 0.9 1.51.51.31.11.01.01.00.1 1.00.1 0.80.70.70.60.50.40.3 0.1 1.0 0.5 0.10.80.80.80.70.70.7 1.00.6 1.20.50.30.20.20.10.10.1 0.1 0.6 0.7 1.2 0.20.20.30.40.50.60.9 0.7 0.10.70.80.91.11.11.31.41.4 0.7 1.20.6 1.41.41.41.51.51.5 1.21.3 1.01.21.21.31.31.11.00.9 1.4 1.4 0.2 0.00.00.00.00.00.00.01.3 0.10.5 0.30.40.50.70.80.80.80.9 0.1 0.7 0.7 0.00.10.10.10.20.3 0.00.5 0.00.70.70.80.80.91.01.1 0.0 0.4 0.0 0.40.30.20.10.10.10.0 0.0 0.0 1.3 0.0 0.00.00.00.00.00.00.0 0.0 0.0 0.30.20.20.10.10.10.0 0.0 0.0 0.40.00.0 0.00.00.00.00.0 0.0 0.6 0.50.60.91.21.31.31.20.3 0.70.3 0.60.50.50.50.50.50.4 0.0 1.0 0.3 0.01.31.00.80.50.40.4 1.60.4 0.90.30.30.30.30.20.20.2 1.1 0.4 0.1 0.4 0.00.00.00.00.00.11.7 0.1 0.00.20.20.20.30.30.40.50.6 0.1 1.10.6 0.50.50.60.60.60.7 0.31.1 0.21.31.31.20.90.80.70.7 0.5 0.9 0.0 0.00.0 0.00.00.00.00.00.4 0.00.6 0.00.00.00.00.10.10.10.2 0.0 0.1 0.7 0.00.00.00.00.00.0 0.00.0 0.00.10.10.10.20.20.30.3 0.0 0.0 0.1 0.60.60.50.50.40.40.3 0.0 0.1 0.4 0.10.00.00.00.00.00.0 0.0 0.2 0.6 0.00.00.00.00.00.10.1 0.0 0.3 0.00.71.01.21.21.11.31.6 0.1 0.1 1.61.31.00.80.70.50.3 0.0 0.1 0.0 0.00.00.00.00.0 0.00.02.4 0.2 0.0 2.00.40.30.20.10.10.0 0.80.0 0.90.0 0.00.00.00.00.00.00.0 0.0 2.1 2.4 2.52.32.32.11.91.80.6 1.9 2.22.32.42.42.42.11.91.61.2 1.8 0.70.0 2.42.42.31.91.61.3 2.30.9 2.20.50.30.20.10.10.00.0 2.0 1.1 2.4 0.0 1.51.71.51.21.41.72.5 2.30.0 2.42.52.32.22.12.02.02.1 2.0 2.0 0.0 1.72.02.22.42.52.4 1.22.2 1.31.91.92.02.22.32.42.5 0.0 2.3 0.1 0.00.00.00.00.00.00.01.4 0.02.2 0.10.10.20.40.81.01.21.4 0.0 0.00.8 0.00.00.00.00.00.0 0.0 0.0 0.0 0.00.00.10.10.20.30.5 1.7 0.0 0.6 0.0 2.02.01.91.81.51.20.0 0.8 0.9 0.50.40.20.20.10.10.00.0 0.9 0.1 0.71.00.80.70.60.50.3 1.40.1 1.60.10.00.00.00.00.0 0.0 0.1 0.2 1.6 0.90.91.11.31.51.71.71.2 1.6 1.6 1.51.51.41.41.41.51.61.6 1.7 1.90.2 1.61.71.81.92.12.1 1.92.1 2.11.81.41.10.90.70.60.4 1.8 2.2 1.1 0.0 0.10.10.10.30.40.61.8 1.10.1 1.11.21.51.82.02.22.22.1 0.9 1.9 0.3 0.60.81.01.01.01.0 0.31.6 0.12.02.02.01.91.71.61.51.5 1.3 0.0 0.10.00.00.00.00.0 0.00.4 0.0 0.0 0.00.00.00.00.00.00.00.1 0.0 0.0 0.40.50.40.30.10.00.0 0.3 0.0 0.10.00.00.00.00.00.00.0 0.0 0.0 0.00.00.00.00.00.00.00.3 0.00.2 0.00.00.00.00.00.00.10.0 0.0 0.0 0.0 0.00.00.00.00.00.0 0.00.0 0.00.00.00.10.10.20.30.3 0.2 0.0 0.0 0.00.00.00.00.00.00.0 0.0 0.0 0.0 0.00.00.00.00.00.00.00.0 0.0 0.00.0 0.00.00.00.00.00.0 0.00.0 0.0 0.00.00.00.00.00.00.0 0.0 0.0 0.0 0.00.00.00.00.00.00.0 0.0 0.0 0.0 0.00.00.00.00.00.00.00.0 0.0 0.0 0.00.00.00.00.00.00.0 0.00.0 0.00.00.00.00.0 0.00.00.0 0.2 0.0 0.1 0.00.10.10.20.30.40.60.0 0.3 0.0 0.00.00.00.00.00.00.00.0 0.5 0.1 0.00.00.00.10.10.10.2 0.4 0.2 0.00.10.00.00.00.00.00.0 0.2 0.0 0.00.00.00.00.00.00.00.0 0.00.0 0.00.00.00.00.00.00.00.0 0.0 0.0 0.0 0.00.00.00.00.00.0 0.00.0 0.00.00.00.00.00.00.00.00.0 0.0 0.0 0.0 0.00.00.00.00.00.0 0.0 0.0 0.00.00.00.00.00.00.0 0.00.0 0.0 0.00.0 0.00.00.00.0 0.00.0 0.0 0.0 0.0 0.00.00.00.00.00.00.00.0 0.0 0.0 0.10.00.00.00.00.00.00.0 0.0 0.0 0.00.00.00.00.00.00.00.0 0.0 0.0 0.00.00.00.00.00.00.0 0.00.0 0.00.00.00.00.00.00.00.0 0.0 0.0 0.1 0.00.00.00.00.00.00.00.0 0.10.0 0.20.20.30.30.20.10.00.0 0.1 0.1 0.10.10.10.10.10.10.1 0.0 0.1 0.20.10.00.00.00.00.00.0 0.1 2.8 0.10.10.10.10.20.20.40.1 1.50.2 2.61.60.90.50.20.20.2 0.0 0.8 0.3 0.0 0.20.30.51.42.52.1 0.10.8 0.10.10.10.10.10.10.10.10.1 1.4 0.0 0.1 0.00.00.00.00.00.00.1 0.0 0.00.00.00.00.00.10.10.10.1 0.0 0.30.6 0.10.10.10.10.10.1 0.00.2 0.00.30.40.71.22.32.21.5 0.1 0.2 0.0 0.10.10.00.00.00.00.0 0.0 0.00.3 0.00.00.00.00.00.00.00.0 0.0 0.0 0.90.00.0 0.00.00.00.0 0.0 0.0 0.0 0.00.00.00.00.00.00.0 0.1 0.0 0.2 0.30.30.30.20.20.20.20.0 0.2 0.1 0.10.10.10.10.10.10.00.0 0.2 0.00.0 0.10.10.10.00.00.0 0.10.0 0.60.00.00.00.00.00.00.0 0.00.0 0.1 0.1 0.00.00.00.00.00.00.1 0.10.0 0.10.10.10.40.70.90.80.8 0.0 0.5 0.0 0.00.00.00.00.10.1 0.00.3 0.00.60.70.60.40.10.10.0 0.4 0.1 0.0 0.00.00.00.0 0.00.00.00.0 0.0 0.0 0.00.00.00.00.00.00.00.0 0.0 0.00.4 0.00.00.00.00.00.0 0.00.0 0.00.00.10.10.10.10.10.1 0.0 0.0 0.0 0.0 0.10.10.10.10.00.0 0.0 0.0 1.0 0.00.00.00.0 0.00.00.00.0 0.0 0.0 0.20.00.00.00.00.00.0 0.00.0 0.0 0.00.00.00.00.00.00.00.0 0.0 0.1 1.61.41.10.70.20.10.10.0 0.1 0.1 0.10.10.10.10.10.00.00.0 0.1 0.1 0.00.00.00.00.20.10.1 0.0 0.1 0.00.10.00.00.00.00.00.0 0.1 0.6 0.10.20.20.51.01.41.20.0 0.70.0 0.60.40.10.00.00.00.0 0.0 0.9 0.2 0.0 0.30.00.00.00.00.3 0.60.2 0.70.10.10.10.10.00.00.0 1.1 0.2 0.1 0.0 0.00.00.00.00.00.00.5 0.1 0.00.20.40.71.41.71.41.10.8 0.1 0.01.0 0.0 0.00.00.00.00.0 0.0 0.0 0.0 0.00.10.10.10.20.40.8 0.1 0.0 0.1 0.00.00.00.00.00.00.00.0 0.0 0.7 0.10.10.10.00.00.00.00.0 0.0 0.0 1.10.10.10.00.00.00.0 0.10.0 0.1 0.00.00.00.00.00.00.0 0.0 0.0 0.0 0.60.50.40.40.10.00.00.1 0.0 0.1 0.00.00.00.00.00.00.00.1 0.0 0.5 0.80.70.80.80.70.70.6 0.0 0.6 0.90.30.20.20.10.10.10.0 0.6 0.4 0.00.00.00.00.10.10.10.8 0.30.8 0.91.31.31.11.01.01.00.0 0.2 1.0 0.0 1.11.11.01.01.01.1 1.11.0 1.21.01.11.21.21.11.01.0 1.6 1.1 0.0 0.00.0 0.00.00.00.00.01.1 0.0 0.0 0.00.10.10.10.30.50.91.2 0.0 0.1 0.0 0.70.50.40.40.30.3 0.90.2 0.90.10.10.00.00.00.00.0 0.0 0.2 0.1 0.00.00.00.00.00.00.00.8 0.1 0.0 0.10.20.40.71.61.81.41.1 0.0 0.1 0.0 0.50.50.50.40.30.2 0.80.1 0.90.00.00.00.00.00.0 0.0 0.0 0.1 0.2 0.00.00.00.00.00.00.10.7 0.1 0.0 0.30.51.21.61.41.11.01.0 0.1 0.0 0.00.00.00.00.00.0 0.0 0.00.00.00.00.00.00.00.0 0.00.10.0 0.00.00.00.00.00.00.0 0.00.0 0.0 0.00.00.00.00.00.00.00.0 0.0 0.0 0.10.10.10.00.00.00.0 0.0 0.10.00.00.00.00.00.00.00.0 0.0 0.0 0.00.0 0.60.60.50.50.40.3 0.30.1 0.20.00.00.00.00.00.00.0 0.0 0.2 0.0 0.0 0.00.00.00.00.0 0.00.5 0.00.0 0.00.00.00.00.00.00.00.1 0.0 0.9 0.0 0.00.00.00.10.10.2 0.00.7 0.00.80.70.50.40.40.30.1 1.0 0.4 0.0 0.00.00.00.00.00.00.0 0.0 0.0 0.0 0.00.00.00.0 0.00.00.00.0 0.0 0.0 0.0 0.00.00.00.00.00.0 0.00.0 0.00.00.00.00.00.00.00.0 0.0 0.0 0.2 0.0 0.10.10.10.10.10.10.0 0.2 0.0 0.20.10.10.00.00.00.00.0 0.1 0.0 0.0 0.00.00.00.00.00.0 0.20.0 0.20.00.00.00.00.00.00.00.0 0.0 0.1 0.00.00.00.00.00.00.00.1 0.0 0.0 0.10.20.30.30.30.30.30.3 0.0 2.2 1.81.61.31.41.61.82.0 1.3 2.2 1.32.12.12.12.22.22.12.1 2.2 0.0 0.00.00.0 0.00.00.00.01.9 0.02.0 0.00.00.10.10.20.30.52.2 0.0 0.1 2.1 0.00.00.00.00.00.0 0.00.1 0.0 0.20.40.71.83.02.42.0 1.0 0.0 0.5 0.1 2.22.01.71.51.31.2 0.0 0.7 2.20.30.20.10.10.00.00.00.0 1.0 0.00.1 0.10.10.00.00.00.0 0.3 0.0 0.5 0.00.00.00.00.00.00.00.0 0.0 2.4 2.32.22.01.91.92.02.20.2 2.4 0.1 2.32.22.01.61.31.00.90.7 2.4 1.3 0.12.22.32.42.42.42.2 2.11.6 2.11.10.90.70.50.30.20.1 1.4 1.9 1.6 0.20.41.01.31.41.61.52.1 1.40.0 2.02.22.42.42.42.22.12.1 1.3 1.4 0.20.30.61.52.42.11.9 1.7 1.3 0.01.61.82.12.32.32.22.1 1.6 0.0 0.30.20.10.10.00.00.0 0.1 0.0 0.1 0.00.00.00.00.00.00.02.2 0.0 0.0 2.10.00.00.00.0 0.00.0 0.1 0.0 0.1 0.00.00.00.00.10.10.10.2 0.0 1.8 1.0 2.22.12.12.22.32.30.0 2.0 2.11.51.31.11.00.70.50.30.2 2.2 0.0 0.0 1.21.00.70.50.30.2 1.50.1 1.60.00.00.00.0 0.00.00.00.5 0.1 2.2 1.51.71.92.12.22.12.01.3 2.1 0.0 2.22.12.02.02.12.22.11.9 2.0 2.1 0.02.02.02.12.22.22.1 2.22.0 2.12.22.11.91.61.51.31.2 2.4 2.0 3.3 0.00.00.00.10.10.20.42.1 1.90.7 2.62.01.71.31.41.51.71.9 0.9 1.7 1.51.41.31.41.41.51.6 2.4 1.8 1.81.51.31.10.90.70.60.5 1.7 1.1 0.00.00.10.10.20.40.61.6 1.01.7 1.21.21.21.31.41.61.80.1 0.8 1.5 0.4 0.40.60.70.91.11.2 0.11.3 0.11.71.92.02.02.01.91.71.6 1.2 0.0 0.00.10.10.00.00.00.0 0.2 0.0 0.2 0.00.00.00.00.00.00.00.0 0.0 0.21.1 0.00.00.00.00.00.0 0.00.1 0.00.50.71.01.11.21.21.1 0.0 0.1 0.1 0.90.80.80.70.60.50.4 0.0 0.2 1.2 0.10.10.00.00.00.00.0 0.0 0.3 0.0 1.10.40.30.20.10.10.1 0.70.0 0.80.00.0 0.00.00.00.00.0 1.6 0.0 1.2 1.31.41.41.31.31.21.20.6 1.2 0.0 1.21.31.31.41.31.21.00.9 1.2 1.81.6 2.22.42.52.32.32.1 1.71.8 1.42.02.12.32.42.52.42.2 0.01.9 0.1 1.5 0.00.00.00.00.00.02.0 0.11.3 0.20.30.50.71.01.21.21.2 0.0 1.1 1.9 0.00.10.10.10.10.4 0.00.9 0.01.41.41.21.41.72.12.2 0.7 0.0 1.00.80.60.40.30.20.1 0.0 0.0 0.00.00.00.0 0.00.00.00.00.0 0.1 0.00.6 0.00.0 0.00.00.00.0 0.0 0.0 0.0 0.00.00.00.10.10.20.3 0.0 0.0 1.0 2.4 1.71.92.02.01.91.90.0 1.3 0.9 0.80.70.50.40.30.20.10.1 1.6 0.3 0.52.01.81.51.10.90.7 2.30.4 2.20.20.10.10.00.00.00.00.0 0.6 2.2 1.11.11.21.31.61.92.02.2 2.3 1.5 2.11.91.81.61.71.82.02.1 2.3 0.0 0.0 0.00.0 0.00.00.00.00.0 0.0 0.00.0 0.0 0.00.00.00.00.00.00.00.00.0 0.00.0 0.00.00.00.00.00.00.00.00.00.00.00.0 0.0 0.0 0.0 0.00.0 0.00.00.00.00.0 0.00.00.00.0 0.0 0.0 0.0 0.00.00.00.00.00.00.00.00.00.0 0.00.0 0.0 0.10.10.10.10.10.10.10.00.0 0.0 0.0 0.00.00.00.00.00.00.00.00.00.00.0 0.0 0.0 0.00.00.00.00.00.00.00.0 0.00.0 0.0 0.0 0.0 0.00.00.00.00.00.00.00.00.00.00.0 0.0 0.0 0.00.00.00.00.00.00.00.10.00.00.0 0.0 0.0 0.00.00.00.00.00.00.00.00.00.00.0 0.0 0.0 0.2 fc 0.2 fc 0.2 fc 0.2 fc 0.2 fc 0.2 fc0.2 fc 0.2 fc 0.2 fc 0.2 fc 0.2 fc 0.2 fc 0.5 fc 0.5 f c 0.5 fc 0.5 fc 0.5 fc 0.5 fc 0.5 fc 0.5 fc 0.5 fc 0.5 fc Minimum = 0.3 Avg/Min Ratio = 5.10 Max/Min Ratio = 11.00 Parking Lot Illuminance (Fc) Average = 1.53 Maximum = 3.3 PROPOSED PLAN Scale: 1/16" = 1'-0" Design Elements Subject to Change; For Conceptual Review Only. Not for Regulatory Approval, Permit, or Construction. All rights reserved. ©2024 Instaurare Omnia, LLC St. Thomas the Apostle Church New Church Design 6 May 2024 CONFERENCE ROOM 408 Total SHRINE PRESIDERALTAR ALTAR OF REPOSE SACRISTY SACRISTY SERVERS CREDENCE BAPTISTRY NARTHEX DOWN TO LOWER LEVEL KITCHENETTE UP TO CHOIR LOFT CORRIDOR COATS WO M E N ME N PENITENTPRIESTPENITENTPRIEST SHRINE ADORATION CHAPEL CORRIDOREXIT CHAPEL ENTRANCE POTENTIAL SOCIAL HALL LOCATION STOR.STOR.STOR.STOR. EXIT VESTIBULE SERVERS CHURCH SEATING / PARKING RATIO 408 / 4 = 102 Parking spaces required PROPOSED PLAN Scale: 1/16" = 1'-0" Design Elements Subject to Change; For Conceptual Review Only. Not for Regulatory Approval, Permit, or Construction. All rights reserved. ©2024 Instaurare Omnia, LLC St. Thomas the Apostle Church New Church Design 20 August 2024 CAST/CUT STONE ELEV: 70' 0" ELEV: 54' 4" ELEV: 43' 8" ELEV: 24' 0" ELEV: 3' 4" ELEV: 36' 8" ELEV: 14' 0" BRICK ELEV: 70' 0" Church spire/bell tower height exemption ELEV: 45' 0" Midpoint of slope Page 1 of 9 STAFF REPORT Agenda Item 6b. Planning Commission Meeting: May 1, 2025 Prepared By: Dwight Klingbeil Topic: New Mahavan Temple CUP & Site Plan (PID 15-119-23-32-0006) (City File 25-009) Action Required: Recommendation 1. Application Request Kirti Agrawal requests approval of a Site Plan and a Conditional Use Permit (CUP) to allow the New Mahavan Temple to operate as a Place of Worship at 8750 Trail Haven Road. 2. Background Concept Plan The Council reviewed a conceptual version of this application on June 27, 2024. Council provided feedback on selling produce, drainage concerns from the parking lot, how the proposal would blend into the surrounding neighborhood, landscaping, screening around the parking lot, lighting, future growth, traffic impacts, and whether the proposed use meets the definition of a Place of Worship. 3. Context Zoning and Land Use The 5.65-acre property is guided for Rural/Ag Residential and zoned Rural Residential (RR). The property has an existing single-family home with an attached and detached garage. The property is not within the Metropolitan Urban Service Area (MUSA). Surrounding Properties All surrounding properties are guided Rural/Ag Residential and zoned RR. The properties to the west and south are vacant parcels used for agricultural cultivation, and the properties to the north, east and south west are used for single-family residential uses. Natural Characteristics of the Site The 2040 Comprehensive Plan’s Natural Resource Inventory Areas map does not show any ecologically significant natural areas on the site. The 2040 Parks and Trails map Figure 1 Project Location Page 2 of 9 shows a proposed on-street bike trail along County Road 10. There are no wetlands or natural bodies of water on the site. 4. Analysis Planning staff coordinated review of the request for consistency with the Comprehensive Plan, Zoning Ordinance, City Code requirements, and City policies. The City Engineer’s comments are incorporated into this staff report, the detailed comments are included in the attached engineering memo and the approval conditions require compliance with the memo. A. Level of City Discretion in Decision-Making The City’s discretion in approving or denying a site plan and conditional use permit is limited to whether the plans meet the standards outlined in the Zoning Ordinance. If the proposed request meets these standards, the City must approve the site plan and conditional use permit. B. Consistency with Ordinance Standards The applicant requests approval to allow a Place of Worship at 8750 Trail Haven Road. The applicant’s narrative states that the temple plans to hold weekly worship services on Saturday and Sunday mornings, which they anticipate having a regular attendance of 25 guests. In addition to the weekend services, the applicant’s plan to have two volunteers on the site daily, from 5-7 AM, and 6-8 PM. Site Plan The request is for approval of a site plan for a Place of Worship in the Rural Residential district. The proposal includes an expansion of the existing barn, a 21-stall parking lot, reclassifying the barn as the principal structure, and the residence as the accessory structure. Building Size & Height The proposed site plan would reassign the principal structure of the property from the existing residential structure to the pole barn. The existing pole barn has a 2,280 sq. ft. footprint, and the applicant plans to construct a 760 sq. ft. addition on the east side of the structure. There isn’t a Figure 2 Site Plan Page 3 of 9 maximum building size requirement of the RR zoning district, so this expansion is allowable. However, there is a maximum footprint requirement for accessory structures. Per Section 1030.020 Subd. 4.E. of the Zoning Ordinance, the 5.64-acre site is allowed an accessory structure footprint of 2,656 sq. ft. The footprint of the existing residence is 2,672 sq. ft. This exceeds the maximum accessory structure footprint allowed on this site. However, the proposed site plan includes the removal of a 24’x1’ strip from the rear façade of the garage, which would reduce the footprint of the structure to 2,648 sq. ft. Removal of this strip would bring the footprint of this structure into compliance with the Zoning Ordinance. The maximum height limit of the RR district is 35 feet. The existing pole barn has a height of 22.69’, which complies with this height limit. The proposed expansion does not increase the height of the structure. Accessory structures are required to comply with a maximum sidewall height limit in addition to the maximum building height limit of the RR district. Accessory buildings located in the front yard have a maximum sidewall limit of 10’. However, Code allows multi-story accessory structures to exceed this limit through an administrative permit. A condition of approval to the site plan would require the applicant to receive approval of an administrative permit for a multi-story accessory structure or remove the proposed accessory structure. Building/Architecture Section 1060.050, Subd. 1.A.2. requires expansions of existing structures to include an upgrade to the building materials so that 25% or more of the existing structure conforms to the exterior building material requirements of the zoning ordinance, unless otherwise approved by a Conditional Use Permit. These upgrades should be concentrated on the side facing the public road and/or the side facing an area zoned for residential use. The submitted building plan shows that portions of the existing siding on each façade will be removed and replaced with Hardie smooth panel siding and accented with trim and batten boards. When completed, 49.84% of the siding will be upgraded to meet this requirement. Setbacks The minimum structural setbacks for the RR district are as follows: Figure 3 Building rendering looking west Page 4 of 9 Minimum Principal Structure Setbacks: Front, from Major Roadways* 100 feet Front, from all other streets 50 feet Front Porch (≤ 120 square feet) 40 feet Side 25 feet Rear 25 feet Maximum Principal Building Height 35 feet *Major Roadways are state highways and county roads. The existing structures do not comply with these standards as the pole barn is setback 40.6’ from Trail Haven Road, and the existing house is setback 90.3’ from County Road 10. However, both structures pre-date these setback requirements and are legal non- conforming structures. The applicant plans to expand the pole barn with an 800 square foot addition on the east side of the structure. Code allows expansion of legal nonconforming structures so long as the nonconformity is not worsened. This expansion would not increase the degree of the nonconforming conditions and may be allowed per Section 1030.010 Subd. 3.D.1. of the Zoning Ordinance. Parking & Drive Aisle The submitted site plan includes a parking pad east of the existing pole barn, consisting of 21 parking stalls, shrubbery for screening, and a trash enclosure. Under Section 1060.060 of the Zoning Ordinance, the minimum number of parking stalls required for a place of worship is one space for every four seats. According to the applicant’s narrative, they plan to have 75 seats within the temple, which would require 19 parking stalls. The proposed site plan contains a parking lot that consists of 21 parking stalls. This complies with the minimum number of parking stall requirements. A condition of approval will limit the number of seats within the temple to 75. The proposed parking lot and drive aisle would be required to comply with the minimum dimensional requirements found in Section 1060.060 Subd. 4.C.2. Staff finds that the proposed parking lot complies with these requirements. Figure 4 Parking Plan and proposed landscaping Page 5 of 9 Access Currently, the site contains two access points off of Trail Haven Road, one for the existing house and one for the pole barn. The proposed site plan would replace the driveway to the pole barn with a new driveway to the parking lot behind the structure. This driveway would be located between the pole barn and the existing house. The proposed access locations meet the City’s spacing requirements and is acceptable. Streets/Traffic A traffic infrastructure feasibility study was conducted in April 2025. The report found that the existing infrastructure on County Road 10 and Trail Haven Road provide an acceptable level of service for the proposed use. Additionally, the proposal does not trigger the need for turn lanes on County Road 10, nor does it necessitate the paving of Trail Haven Road. A complete copy of the feasibility study is included within this report. Lighting The site plan includes the installation of two LED sconces on each corner of the building, for a total of eight light fixtures. Each sconce would be mounted at a height of 9’ above grade. While the applicant provided the manufacturer and light type, a detailed specification sheet for the sconces was not included. City code requires all light fixtures and freestanding luminaries to have a cutoff angle that is 90 degrees or less. As a condition of approval, the applicant will be required to submit a lighting plan that demonstrates compliance with the lighting performance standards found in Section 1060.040. This includes the cutoff angle requirement, as well as the glare standards. Landscaping The site is subject to the landscape standards in Section 1060.070 which requires the following: • One overstory tree per 1,000 sq. ft. of gross building floor area or one tree per 50 lineal ft. of site perimeter, whichever is greater. The site perimeter is 3065’, which would require 61 overstory trees. The plan shows 39 overstory trees. A condition of approval would require the landscaping plan to be revised to include at least 61 overstory trees. • One understory shrub for each 300 sq. ft. of building or one tree per 30 lineal ft. of site perimeter, whichever is greater. The site perimeter is 3065’., which would Angle of Parking Stall Width Parallel to Aisle Stall length of Line Stall Depth Aisle Width City Requirements 90˚ 9' 18'6" 18'6" 26' Applicant's proposal 90˚ 9' 20' 20' 26' Page 6 of 9 require 102 shrubs to be planted. The plan shows a total of 91 understory shrubs. A condition of approval would require the landscaping plan be revised to include at least 91 understory shrubs. Historically, the City practice has been to only calculate the required trees and shrubs based on building addition and screening required for parking areas. Using this calculation, the applicant has shown an adequate amount of plantings for both trees and shrubs. However, of the trees planted, code requires no more than 33% of the required number of trees to be one species. The landscaping plan shows two species of deciduous trees, and two species of coniferous trees. A condition of approval will require the applicant to revise their landscaping plan to identify the specific species of existing trees and ensure that that no species exceeds 33% of the required number of trees. Signage Renderings from the concept plan included a wall sign on the eastern façade of the building. This would not have been acceptable, as signs are not allowed in the RR district. However, this element was removed from the building design in the final site plan submittal. Grading and Drainage The size of disturbance appears to be less than 1-acre in size, which would not trigger any of the City, Watershed, or MPCA stormwater improvement requirements. However, the applicant will be required to submit a basic grading plan to the City Engineer for approval. A condition of approval will include receiving approval from the City Engineer for the grading plan. Refuse Section 1060.020 requires all exterior storage of trash/garbage to be in an accessory building enclosed by walls and roof or in closed containers within a totally screened area. The applicant’s site plan indicates a trash enclosure area surrounded by a 6’-tall privacy fence within the parking lot. It appears that the fence only screens three sides of the trash enclosure, and a condition of approval will require all four sides be screened. Conditional Use Permit The applicant is requesting approval of a Conditional Use Permit, to allow the operation of a Place of Worship in the RR zoning district. Places of worship are allowed as a conditional use in the RR district. Section 1020.020 of the Zoning Ordinance defines Places of Worship as follows: PLACES OF WORSHIP: Any place of worship, including any church, synagogue, temple, mosque, or other building or facility, primarily engaged in religious worship. The term does not include uses, such as schools, recreational facilities, day care Page 7 of 9 or child care facilities, kindergartens, dormitories, or other facilities, for temporary or permanent residences, which are connected or related to the worship facility or the principal buildings on the site, or are located on the same site, even if the curriculum or services offered as part of such use includes religious services and/or training. The evaluation criteria for a Conditional Use Permit request are outlined in Section 1070.020 of the Zoning Ordinance. In order to grant a CUP, the standards of Section 1070.020 Subd. 3 must be met. These conditions are as follows: a. Compliance with and effect upon the Comprehensive Plan, including public facilities and capital improvement plans. Staff believes that the proposed use is not in conflict with the Comprehensive Plan, nor does it impact capital improvement plans or public facilities. b. The establishment, maintenance, or operation of the conditional use will promote and enhance the general public welfare and will not be detrimental to or endanger the public health, safety, morals, or comfort. Staff believes the proposed use will not be detrimental to the public health, safety, morals, or comfort of the general public. The site plan includes a sufficient amount of off-street parking and a condition of approval will prevent overflow parking onto the public roadways. Additionally, the traffic study found that the existing road infrastructure is sufficient for the increased use with this proposal and does not pose a safety risk to the general public. The proposed use also takes measures to preserve the enjoyment of surrounding properties through landscaping to screen light from installed sconces and vehicle headlights, as well as locating the parking lot on the rear side of the pole building, reducing visual impacts on surrounding properties. The site is further buffered by County Road 10, which provides separation from the properties to the north and helps minimize potential off-site impacts. Based on the materials provided and the conditions proposed, staff finds no evidence that the proposed use would present a risk to the health, safety, morals, or comfort of the general public. However, the Planning Commission may consider recommending additional conditions if it determines that specific elements of the proposed use could negatively affect the public interest. c. The conditional use will not be injurious to the use and enjoyment of other property in the immediate vicinity for the purposes already permitted, nor substantially diminish and impair property values within the neighborhood. Page 8 of 9 Assuming the recommended conditions of approval are adopted, staff does not find reason to believe the CUP for a Place of Worship would result in a negative impact to the neighborhood, particularly if conditions be added to ensure compatibility with the use. No parking will be allowed on Trail Haven Road and must be accommodated on site and adequate landscaping will be required to screen the proposed use to mitigate visual impacts to surrounding properties. d. The establishment of the conditional use will not impede the normal and orderly development and improvement of surrounding property for uses permitted in the district. The establishment of the conditional use will likely not impede the normal and orderly development and improvement of the surrounding property for uses permitted in the district. e. Adequate public facilities and services are available or can be reasonably provided to accommodate the proposed use. Adequate public facilities are available to accommodate the proposed commercial use as confirmed in the feasibility study completed for the project. The applicant shall be responsible for improvements to accommodate the site. f. The conditional use shall, in all other respects, conform to the applicable regulations of the district in which it is located. If the CUP is approved with the conditions of approval as recommended by staff, the use will comply with the district regulations for the RR district. g. The conditional use and site conform to performance standards as specified by this Chapter. The conditional use and site generally conform to the performance standards found within the Zoning Ordinance. Areas of the site that do not conform to required performance standards can be addressed through the conditions of approval as recommended by staff. Summary Staff has reviewed the plans with the applicable standards outlined in the Comprehensive Plan and Zoning Ordinance and have found that the Conditional Use Permit standards have been met and recommend approval. Page 9 of 9 However, if the Planning Commission finds that the Conditional Use Permit standards have not been met, they should recommend denial of the application. 5. Recommendation Move to recommend approval of the draft resolution, approving the site plan and conditional use permit with the conditions of approval as presented by staff. Attachments: 1. Resolution 2025- Approving the Site Plan and CUP for New Mahavan Temple 2. Applicant Narrative 3. City Engineering Memo dated April 21, 2025 4. Traffic Feasibility Study Memo dated April 21, 2025 5. Public Safety Memo dated April 2, 2025 6. Site Plan 7. Building Plan City of Corcoran May 22, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025- Page 1 of 4 Motion By: Seconded By: A RESOLUTION APPROVING A SITE PLAN & A CONDITIONAL USE PERMIT TO ALLOW THE NEW MAHAVAN TEMPLE TO OPERATE A PLACE OF WORHSIP AT 8750 TRAIL HAVEN ROAD (PID 15-119-23-32-0006) (CITY FILE 25-009) WHEREAS, Kirti Agrawal, the applicant, request approval of a site plan and a conditional use permit to operate a Place of Worship on the property legally described as follows: See Attachment A WHEREAS, the Planning Commission reviewed the site plan and conditional use permit at a duly called Public Hearing and recommends approval; NOW, THEREFORE, BE IT HEREBY RESOLVED that the Cocoran City Council approves the request for a site plan and conditional use permit subject to the following conditions: 1. A site plan and conditional use permit are approved to allow the operation of a place of worship as shown on the application received by the City on March 11, 2025, except as amended by this resolution. 2. The applicant must comply with all conditions in the City Engineer’s memo dated April 21, 2025. 3. The applicant must comply with all conditions in the Public Safety memo dated April 2, 2025. 4. Grading plan must be reviewed and approved by the City Engineer. 5. A conditional use permit is approved to allow the operation of a place of worship, subject to the following conditions and findings: a. Applicable criteria are satisfied as outlined in Section 1070.020 (Conditional Use Permits) of the Corcoran Zoning Ordinance. i. The proposed place of worship use is consistent with the uses anticipated in the RR district and does not conflict with the Comprehensive Plan. The proposed use does not impact public facilities and capital improvement plans. ii. The establishment, maintenance, or operation of the use would not be detrimental to the public health, safety, morals, or comfort of the general public, as the site plan includes a sufficient amount of off-street parking, a traffic infrastructure feasibility study found that the existing infrastructure is sufficient for the increase use with this development, and measures have been taken to mitigate visual impact to neighboring properties. The use is also allowed within the RR district. City of Corcoran May 22, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025- Page 2 of 4 iii. The conditional use will not be injurious to the use and enjoyment of other property in the immediate vicinity for the purposes already permitted, nor substantially diminish and impair property values within the neighborhood. The new use is a conditional use in the RR district and conditions have been proposed to ensure compliance with ordinance standards. iv. The establishment of the place of worship with the enclosed conditions will not impede the normal and orderly development and improvement of surrounding property for uses permitted in the district. v. Adequate public facilities can be reasonably provided to accommodate the use as confirmed in the feasibility study completed for the project as well as the septic permit issued by Hennepin County. The applicant shall be responsible for improvements to accommodate the site. b. The use shall be subject to the following conditions: i. All parking must be located on-site within the improved off-street parking lot. ii. No more than 75 seats are allowed within the temple at all times. iii. The accessory structure may not be used for residential purposes or human habitation. iv. Enclosures for refuse must be screened on all four sides. c. The site plan shall be revised to meet the following conditions: i. The landscaping plan must be modified to specify quantities of trees based on species, and revise to comply with the species diversity requirements of Section 1060.070 Subd. 2.G.5. ii. The applicant must provide a lighting plan that complies with the requirements outlined in Section 1060.040 Subd. 1. 1. This includes confirmation that the proposed fixtures are equipped with a cutoff angle of less than or equal to 90 degrees. 6. A building permit is required prior to beginning construction. 7. Prior to approval of the building permit, the plans must be revised to show the following: a. The applicant must apply for and receive approval of an Administrative Permit to allow a multi-story accessory structure building on the property, pursuant to Section 1030.020 Subd. 5.C.1. b. The applicant must provide a grading plan to be reviewed and approved by the City Engineer. 8. FURTHER, the applicant shall record the approving resolution at Hennepin County and provide proof of recording to the City. City of Corcoran May 22, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025- Page 3 of 4 9. FURTHER, the following conditions must be met prior to release of remaining escrow: a. All site improvements must be completed and inspected by the City of Corcoran and/or its designees. 10. Approval shall expire within one year of the date of approval unless the applicant commences the authorized use and completes the required improvements. VOTING AYE VOTING NAY McKee, Tom McKee, Tom Friedrich, Michelle Friedrich, Michelle Lanterman, Mark Lanterman, Mark Nichols, Jeremy Nichols, Jeremy Vehrenkamp, Dean Vehrenkamp, Dean Whereupon, said Resolution is hereby declared adopted on this 22nd day of May 2025. ________________________________ Tom McKee - Mayor ATTEST: ____________________________________ City Seal Deb Johnson – City Clerk City of Corcoran May 22, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025- Page 4 of 4 ATTACHEMENT A Lot 1, Block 1 of DG Harvel Jr Buck Run Addition New Mahavan Temple and Eco Farm Community March 5, 2025 City Council Planning Commission Community Development and Planning Staff City of Corcoran 8200 County Road 116 Corcoran, MN 55340 Re: CUP Application for New Mahavan Temple and Eco Farm Community Dear City Officials and Staff: Thank you for considering our application for a conditional use permit (CUP) for New Mahavan Temple and Eco Farm Community (New Mahavan Temple) at our property located at 8750 Trail Haven Road. This letter provides an overview of our plans and additional information for our application. Overview We are seeking a CUP to allow New Mahavan Temple to use our property as a place of worship. We purchased the property last year to provide a place for our small congregation to meet for worship and to provide an attractive, welcoming place for people of all faiths. Our plan is not to add any new buildings and to only modestly expand the existing pole barn to use as a temple, to add a small parking area, and to slightly reduce the footprint of the existing dwelling. Even with our proposed addition, our barn/temple will be smaller than many buildings and barns on neighboring properties. Our use of the property will not generate significant activity, traffic, or noise that would have any impact on the adjoining properties or roads. We have no employees and there will only be limited activity by a handful of volunteers or worshipers on weekdays. Our primary weekly services are on Saturday and Sunday mornings from 7:00 AM to 11:00 AM, where we anticipate our attendance to continue to be around 25 worshipers. Places of worship are allowed on the property with a CUP. We believe that our application, plans and other material submitted meet all performance standards provided in the City’s ordinances. We will not have any negative impact on our neighbors. Instead, our improvements will allow the property to continue be a quiet and attractive part of the neighborhood. About Us New Mahavan Temple is a faith community grounded in the teachings of the Bhagavad Gita and devoted to Lord Sri Krishna. We aim to encourage spiritual growth, sustainable living, cultural learning, and a deeper connection with nature. Through our temple and vegetable garden, we seek to engage and inspire future generations, especially children, to connect with nature, values, and a harmonious way of life. We had been meeting at Peace Lutheran Church for the last several years. More recently, we have been meeting at Wayzata High School. Over that time, our weekly attendance has averaged around 25 people for our primary, weekend services. We anticipate that our congregation will continue at approximately the same size for the foreseeable future. New Mahavan Temple CUP Application Narrative Page 2 Hours and Days of Services Our planned weekday services will be Monday through Friday from 5:00 AM to 7:00 AM and from 6:00 PM to 8:00 PM. There are no temple employees, and normally only 2 volunteer families will be at these service times. Our Temple will be open on Saturday and Sunday from 7:00 AM to 4:00 PM. Our primary attendance will be from 7:00 AM to 11:00 AM. We expect a total of around 25 people to attend during this time. They will arrive in approximately 12 cars, the same as at our current location, over a period of around 45 minutes to an hour. One or two volunteer families will alternate to stay and keep the temple open from 11:00 AM to around 4:00 PM. Zoning and Land Use Our 5.65-acre property is guided Rural/Ag Residential by the Comprehensive Plan and zoned Rural Residential (RR). Places of worship are allowed on the property with a CUP. Improvements to Existing Buildings and Improvements to the Property We plan to improve the current accessory pole-barn building to become to the principle use and structure used as a place of worship. The existing barn is 2,280 square feet. We plan a 760- square-foot addition with a new entry, utility rooms, and bathrooms, as well as adding additional windows, insulation, and egress doors. These improvements will make the total temple area 3,040 square feet. A new driveway will lead to a 21-car parking lot on the East side of the barn/temple. The existing principal structure, a single-family dwelling, will become an accessory building. To ensure the dwelling meets the City’s standards for accessory structures, we will reduce the dwelling’s footprint by 24 square feet to 2,656 square feet as shown in our plans. These changes are shown in the preliminary plans provided with this application. The temple building will use exterior materials as indicated on the provided exterior elevations. Colors are also noted. The finished roof exists with a ribbed metal roofing. The new roof will match the existing roof as close as reasonable. New Mahavan Temple and Eco Farm Community intend to upgrade the septic system as needed and engaged Ende Septic. Documents regarding this have been provided with this application. Landscaping will be added as shown on the provided Landscape Plan on the South side of the parking lot. A trash enclosure will be provided around trash containers. We have no plans for future expansion after our proposed improvements are complete. All surrounding properties are located outside of the MUSA and have the same guidance and zoning as our property. The only potential environmental impacts will be during construction of the temple addition, driveway and parking lot installation, and the reduction of the existing house attached garage construction area. Silt fences will be installed around the perimeter of the entire proposed temple including the proposed driveway and parking lot areas. A silt construction log will be used where construction traffic travels in and out of the site. New Mahavan Temple CUP Application Narrative Page 3 Fire Protection Plan The temple, both the existing and addition, will have smoke/fire alarms along with Fire Pull Stations and Fire Alarm Horns. Three fire extinguishers will be provided as shown on temple proposed floor plan. All improvements will meet the requirements of the state building and fire code. Sound The temple walls and ceiling on both the existing and addition will be insulated to state Energy Code as well as the exterior windows and doors. This should eliminate noise heard by neighbors. The landscape buffer on the South side of the parking lot will minimize exterior sound. We do not believe that there will be any change in noise for surrounding properties. Wetlands There are no wetlands present on the property, so wetland requirements are not applicable. Community Benefit and Neighborhood The temple will provide economic benefits to the community from construction and operation of the temple. It is important to the Temple that this property is well run and maintained. All aspects of site and building maintenance will be kept to high standards. The families and groups associated have and will continue to prioritize maintenance and upkeep. They are caring family members and people of faith. New Mahavan Temple has reached out to our neighborhood Community on multiple occasions. Comments from those meetings are included in the attached ‘Neighborhood Meeting Addendum to the Project Narrative for the Conditional Use Permit and Site Plan Applications. Site The property is approximately 5.65 acres. Setbacks for the property and proposed temple building are listed in the table below. As shown, improvement locations exceed setbacks required by the City. Primary Building Setback Pavement/Parking Setback Required Proposed Required Proposed Front / County Road 10 ROW 100 Feet 248 Feet 100 Feet 161 Feet Front / Trail Haven Road ROW 50 Feet 100 Feet 50 Feet 111 Feet Side Yard South 25 Feet 40 Feet 10 Feet 14 Feet Rear Yard East 25 Feet 1168 Feet Traffic, Access and Parking The minimal traffic from the temple will proceed North on Trail Haven Road to County Road 10 and will not pass any other properties. We anticipate that there will be approximately 12 cars at our weekend services, which will arrive and leave over a period of 45 minutes to an hour. Their point of arrival and departure will be between the two existing buildings, which provide a natural buffer from the neighbors. New Mahavan Temple CUP Application Narrative Page 4 A new driveway will enter the site from Trail Haven Road approximately 252 feet South of County Road 10. There will be a new 26-foot-wide driveway to allow access for personal and emergency vehicles. Parking has been provided to serve the proposed building, meeting City Code with 21 parking stalls. Based on City code Section 1060 – Number of Off-Street parking spaces required is based on 1 parking stall for every 4 seats. The proposed number of seats is 75, which would require 19 parking stalls. Two accessible stalls are included in the proposed number. The proposed parking stalls are 9’x20’ and the proposed drive aisles are 26 feet wide. The parking lot is planned on the East side of the temple and will be screened per City code and Landscape Plan. We have planned for a paved parking lot, however, if allowed by the City we would prefer a gravel parking lot to save resources and to ensure the property remains consistent with the rural character of the property and neighborhood. Landscaping and Tree Preservation A Landscape Plan is provided to show new trees, new shrub screening and exterior lighting. There will be a 6-0 tall fence screening for the trash enclosure on the South side. The types (species) of new trees and minimum size are provided on the Landscaping Plan. No tree preservation is needed as no existing trees will be removed for this project. Grading, Drainage, Utilities and Stormwater Treatment Proposed preliminary site grades, drive aisles, parking areas, utilities and stormwater treatment have been provided by our civil Engineer for the Site Plan Review application process and final documents will be provided for building permitting. Construction will occur with appropriate silt fences and any other required or appropriate precautions. Conclusion We look forward to working with the City as you review our application. We would be happy to answer any questions that you may have. Thank you! Sincerely, Kirti Agrawal President New Mahaven Temple and Eco Farm Community Memo To: Kevin Mattson, City Engineer/Public Works Director From: Steve Hegland, PE Project: New Mahaven Eco Farm Review Memo Date: April 21, 2025 Exhibits: This Memorandum is based on a review of the following document: 1. Temple Combined Plans - New Mahavan Temple dated February 14, 2025. Comments: General: 1. An encroachment agreement shall be required for all site improvements or items placed within the City ROW or easements. 2. Corcoran Standard details relevant to the construction of site infrastructure should be included in the construction plans and shall be verified at final plat. Transportation 1. Civil site plans shall be provided detailing the locations and construction requirements of the parking lot, access and sidewalks to ensure they meet current City Standards. Include radii on both the north and south sides of the proposed driveway at connection to Trail Haven Road. 2. The parking lot shall have concrete curbing or edging and shall have a paved surface, the design of which should be reflected on the plans. 3. The site plans shall provide dimensions of the parking aisles and parking stalls to ensure they meet the necessary Standards. 4. The applicant shall review the applicable ADA standards and provide the necessary amount of accessible parking locations. Grading /Stormwater 1. Based on the current site plan, the size of the disturbance is anticipated to be less than 1-acre so it is not anticipated to trigger any City of Corcoran, Watershed or MPCA stormwater improvements. If the disturbance area changes or the site disturbance is enough to trigger stormwater compliance, the applicant shall be required to meet those standards. 2. A basic grading plan shall be provided showing grading for parking lot and adjacent areas as well as how stormwater runoff will be managed. All drainage swales shall maintain a minimum of 2% slope and all slopes should be 4:1 or flatter unless approved by the City Engineer. April 2025 New Mahaven Eco Farm Kevin Mattson Page 2 of 2 Watermain/Sanitary Sewer 1. The applicant shall confirm if the current septic system can be utilized for this use or if a new septic system will be necessary for the site. 2. The applicant shall confirm with MDH if the current well can be utilized for this use or if a new well will be necessary for the site. 3. The site plan should confirm if any irrigation will be anticipated for the organic farming operation and the source of the water. The current well was likely constructed for residential use and it should be verified to be adequate for any commercial irrigation needs. End of Comments Memo To: Steve Hegland, PE From: Ed Terhaar, PE Steven Hegland, PE File: 193806199 Date: April 21, 2025 Reference: Traffic Information for New Mahaven Eco Farm I hereby certify that this 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. __________________________________ DATE: April 21, 2025 Edward Terhaar License No. 24441 Background Information Weekday and Sunday peak hour traffic impacts of the proposed development were analyzed at the following intersection: · CSAH 10/Trail Haven Road All approaches at the CSAH 10/Trail Haven Road intersection consist of a single lane shared by left turn, through, and right turn movements. The intersection is controlled with stop sings on the northbound and southbound approaches. Trail Haven Road north and south of CSAH 10 is currently gravel surfaced. Proposed Development Characteristics The proposed New Mahaven development will include space for religious worship and land for growing vegetables, fruits, herbs, and flowers. Information from the project owner indicates the peak trip generation for the worship space will occur on Friday evening (6-7 p.m. and 9-10 p.m.) and Sunday morning (6-7 a.m.) and afternoon (2-3 p.m.). Based on this information, a maximum of 20 entering and exiting trips will occur on Friday and on Sunday for the worship services. The farming portion of the development is expected to generate 5 entering and exiting trips each day of the week. One access point will be provided on Trail Haven Road approximately 165 feet south of CSAH 10. Traffic Volumes Turn movement data was recorded at the CSAH 10/Trail Haven Road intersection in April, 2025. Trips generated by the development were assigned to the surrounding roadway network using the following trip distribution percentages: · 65 percent to/from the east on CSAH 10 · 20 percent to/from the west on CSAH 10 · 10 percent to/from the south on Trail Haven Road · 5 percent to/from the north on Trail Haven Road The resultant peak hour volumes are shown in Table 1. Steve Hegland April 21, 2025 Table 1 Weekday Peak Hour Turn Movement Volumes CSAH 10/Trail Haven Rd EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Sunday 6-7 a.m. 2025 existing 0 5 0 1 2 0 0 0 0 0 0 0 2025 with development 0 5 4 14 2 0 0 0 0 0 1 0 Sunday 2-3 p.m. 2025 existing 2 45 0 1 53 3 1 1 0 3 2 4 2025 with development 2 45 0 1 53 3 4 1 13 3 2 4 Friday 6-7 p.m. 2025 existing 0 93 0 0 35 0 0 0 3 4 2 2 2025 with development 0 93 4 13 35 0 0 0 3 4 3 2 Friday 9-10 p.m. 2025 existing 0 2 0 0 5 0 0 0 0 0 0 0 2025 with development 0 2 0 0 5 0 4 1 13 0 0 0 Traffic Operations Traffic analyses were completed for the subject intersection for all scenarios described earlier. Initial analysis was completed using existing geometrics and intersection control. The level of service (LOS) results are described below. · Sunday 6-7 a.m. – Intersection operates at LOS A and all movements operate at LOS A. · Sunday 2-3 p.m. – Intersection operates at LOS A and all movements operate at LOS A. · Friday 6-7 p.m. – Intersection operates at LOS A and all movements operate at LOS A. · Friday 9-10 p.m. – Intersection operates at LOS A and all movements operate at LOS A. The intersection and all movements operate at acceptable LOS under all scenarios. Turn Lane Needs Guidance from the NCHRP Report on Evaluating Intersection Improvements: An Engineering Study Guide was reviewed to determine the need for right and left turn lanes on CSAH 10 at Trail Haven Road. The guidance considers traffic volumes along the roadway, including hourly directional percentages, left and right turning volumes, and total volumes. Results of the turn lane review indicate that a right turn lane and a left turn lane are not warranted under existing conditions and future conditions with the development in place. Trail Haven Road Paving Considerations As described earlier, Trail Haven Road is currently gravel surfaced north and south of CSAH 10. The 2023 daily volume on Trail Haven Road south of CSAH 10 is 168 vehicles per day. Information from MnDOT and other roadway design sources indicate that paving a gravel roadway could be considered when the daily volume exceeds 400 to 500 vehicles per day. The proposed development is expected to add approximately 50 vehicles per day on Trail Haven Road south of CSAH 10 to the driveway. The total future daily volume of 218 vehicles per day is less than the 400 to 500 vehicles per day threshold. Steve Hegland April 21, 2025 Conclusions The following conclusions were determined from the information in this memo: · The CSAH 10/Trail Haven Road intersection and all movements operate at acceptable levels of service under all scenarios. · Results of the turn lane review indicate that a right turn lane and a left turn lane are not warranted under existing conditions and future conditions with the development in place. · The existing and future daily volumes do not meet the volume threshold to consider paving Trail Haven Road south of CSAH 10. Page 1 of 1 MEMO Date: April 2, 2025 To: Planning (Community Development Director Davis McKeown and Planner Klingbeil) From: Lieutenant Burns Re: City File 24-045 St. Thomas the Apostle A Public Safety plan review meeting was held on April 2, 2025, to review the submitted rezoning and preliminary plat application for St. Thomas the Apostle Church. In attendance were the following: Police Chief Gottschalk, Lieutenant Burns, Fire Chief Farrens, Fire Chief Leuer, Fire Chief Malewicki, Building Official Rosenau, Construction Services Supervisor Prichard, and Planner Klingbeil. The comments below are based on the materials submitted on March 10, 2025. 1. Drive aisle needs to be signed “No Parking” for fire lane. 2. Sprinkler system will be required if building occupancy exceeds 300. 3. If the parking lot surface is gravel, it must pass a roll test for emergency vehicles. COUN T Y ROAD 10 TR A I L H A V E N R O A D 12 Certificate of Survey & Topographic Survey Feet 0 40 80 N Pr o j e c t N o . 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O t t o Li c e n s e # 4 0 0 6 2 D a t e : _ _ _ _ _ _ _ _ _ _ _ _ _ 12 COUN T Y ROAD 10 TR A I L H A V E N R O A D Feet 0 40 80 N SHEET NO. OF SHEETS REV. NO. DATE BY DESCRIPTION DESIGNED DRAWN CHECKED DATE: PROJECT NO: Engineers & Land Surveyors, Inc.SSOCIATES 9 West Division StreetBuffalo, MN 55313(763)682-4727Fax: (763)682-3522 www.ottoassociates.com New Mahavan Temple Kirti Argawal Corcoran, MN 24-0237 10-14-24C1 C2 SITE PLAN EXISTING HOUSE DETAIL N 12 COUN T Y ROAD 10 TR A I L H A V E N R O A D TR A I L H A V E N R O A D Feet 0 40 80 N SHEET NO. OF SHEETS REV. NO. DATE BY DESCRIPTION DESIGNED DRAWN CHECKED DATE: PROJECT NO: Engineers & Land Surveyors, Inc.SSOCIATES 9 West Division StreetBuffalo, MN 55313(763)682-4727Fax: (763)682-3522 www.ottoassociates.com New Mahavan Temple Kirti Argawal Corcoran, MN GRADING & EROSION CONTROL PLAN 24-0237 10-14-24C2 C2 SILT FENCE DETAIL GRADING DETAIL N STAFF REPORT Agenda Item 6c. Planning Commission Meeting: May 1, 2025 Prepared By: Dwight Klingbeil Topic: Kariniemi Acres 2nd Addition Preliminary Plat and Variance (PIDs 33-119-23-21-0002 & 33-119-23-22-0003) (City File No. 25-011) Action Required: Recommendation 1.Application Request The applicant, Mike Kariniemi, requests approval of a Preliminary Plat and Variance application for “Kariniemi Acres 2nd Addition”. The requested plat would realign the shared property line between 6855 Willow Drive and 6840 Rolling Hills Road. The proposal will not create any additional lots or outlots. The applicant also requests approval of a request also includes a variance to plat a lot that does not have frontage on an improved street. 2.Background The site consists of two existing properties, Figure 1 Project Location 6855 Willow Drive and 6840 Rolling Hills Road. Lot 1 (6840 Rolling Hills Road) was platted in 2019 as part of the Rolling Hills Acres subdivision, and Lot 2 (6855 Willow Drive) was platted as part of Kariniemi Acres 1st Addition in 2020. The applicant would like to sell approximately 10 acres to the adjacent property to the west. Since both parcels have been previously platted, a plat is required to complete this request. Zoning and Land Use The site is located in the Rural Residential (RR) zoning district, and the 2040 Comprehensive Plan guides the site as Rural/Ag Residential. Lot 1 is currently a vacant lot, while Lot 2 contains an existing homestead owned by the applicant. The property is located outside of the MUSA. Surrounding Properties Page 1 of 6 Page 2 of 6 The properties to the north, east, west, and south of the site are also zoned RR and guided Rural/Ag Residential. These properties are used for a mix of residential and agricultural uses. Natural Characteristics of the Site The 2040 Natural Resources map identifies a number of medium quality wetlands on the site. These wetlands comprise of Shrub Swap, Shallow Marsh, Seasonally Flooded Basin. The Natural Resource Communities Quality Ranking identifies this wetland complex as a Medium Quality Wetland. These wetlands were delineated as part of the Rolling Hills Acres and Kariniemi Acres subdivisions in 2019 and 2020 respectively. Development Rights Both lots contain a single development right. The requested subdivision does not involve the reallocation of development rights and will remain consistent with the current conditions. 3. Analysis Staff reviewed the application for consistency with the Comprehensive Plan, Zoning Ordinance, Subdivision Ordinance, and other City Code requirements and policies. The City Engineer’s comments are incorporated into this staff report, the detailed comments are included in the attached Engineering Memo and the approval conditions require compliance with the memo. A. Level of City Discretion in Decision-Making The City’s discretion in approving a preliminary plat is limited to whether the proposed plat meets the standards outlined in the City’s subdivision and zoning ordinances. If the proposal meets these standards, the City must approve the preliminary plat. The Planning Commission may choose to discuss whether they agree with Staff’s analysis that the preliminary plat is consistent with ordinance standards. Should the Commission find that the preliminary plat does not comply with the City’s ordinance standards, conditions for preliminary approval can be recommended by the Commission. If the Commission recommends denial, findings of fact should be provided. The City has a higher level of discretion with a variance because the burden of proof is on the applicant to show that the variance standards have been met. Conditions can be applied to mitigate the impact of granting the variance. Figure 2 Wetland Delineation of Kariniemi Acres 1st Addn. Page 3 of 6 B. Consistency with Ordinance Standards Preliminary Plat The applicant is proposing a preliminary plat that will realign the shared boundary line between 6855 Willow Drive and 6840 Rolling Hills Road. This would allow approximately 10 acres of land to be transferred from Lot 2 to Lot 1. Lot Standards The table below details how the proposed plat fits within the RR district’s minimum dimension standards: RR standards Proposal Minimum lot area 2 acres 20 31.08 acres Minimum lot width 200 feet 338' - 1352' Minimum lot depth 300 feet 1025' - 1590' Minimum Principal Structure Setbacks: Front, from Major Roadways* 100 feet Front, from all other streets 50 feet 588 feet Front Porch (≤ 120 square feet) 40 feet Side 25 feet 169 feet Rear 25 feet 368 feet Maximum Principal Building Height 35 feet < 35 feet *Major Roadways are state highways and county roads. Figure 3 Preliminary Plat of Kariniemi Acres 2nd Addition Page 4 of 6 Both lots comply with the minimum lot dimensional standards for the RR zoning district. Lot 2 is the only lot containing a structure. This lot complies with the minimum structural setbacks of the RR zoning district. Streets and Access No new streets are proposed as part of this plat. Lot 1 fronts Rolling Hills Road and was previously included in the Rolling Hills Acres subdivision, which required the dedication of right-of-way (ROW) to establish a 40-foot half-width ROW along Rolling Hills Road. This meets the City’s standards ROW requirement for Collector Roads, and no additional ROW will be required with this application. Lot 2 is a landlocked parcel that accesses Willow Drive through a shared private drive. However, section 945.020 Subd. 1. requires all lots to abut and have direct access to an improved street. The resulting parcel would continue to be landlocked and would not meet this standard. A variance from this standard will be required in order to approve the requested plat. Landscaping A landscaping plan is not required since this plat involves less than 4 residential units. Since no new lots or dwelling units are being created through this plat, staff finds that there is no need to require additional trees at this time. Well and Septic Since the site is located outside of the MUSA, the residential structure is required to be served by a private septic and well system. Lot 2 has an existing septic and well system located in the rear and side yard respectively. The septic system predates the 75’ minimum setback requirement from the wetland edge and is a legal nonconforming system. Wetlands A wetland delineation was conducted on this site as part of the Rolling Hills Acres and Kariniemi Acres subdivisions. These delineations found a significant amount of wetlands over the rear of Lot 1, and much of Lot 2. These wetlands are subject to the Wetland Overlay District (Section 1050.010), which includes wetland buffers, wetland buffer monument signs, and an additional 15 ft structure setback from the edge of the buffer. Septic and soil absorptions systems must also be setback 75 ft. from a delineated wetland edge. The location of the existing septic system predates this requirement and is a legal nonconforming system. The size of the buffer is dependent on the quality of the wetland. The City’s Natural Resources Community Quality Ranking map is based on the City’s quality assessments of known wetlands within the City. The Natural Resources Community Quality Ranking Page 5 of 6 Map identifies the wetlands on this site as medium quality wetlands. Medium quality wetlands have the following buffer requirements: Wetland Buffer Average Width 25' Wetland Buffer Width (Min.) 20' Wetland Buffer Width (Max.) 40' Structure Setback From Buffer 15' Total Buffer and Setback (Average) 40' The requirements for the Wetland Buffer Overlay District, which includes the installation of wetland monument signs and buffer establishment, have been satisfied as part of the Rolling Hills Acres and Kariniemi Acres subdivisions. Additional monument signs will need to be posted on the eastern edge of the wetlands on Lot 1. Parks and Trails Section 955.020 of the Subdivision Ordinance states, “Park Dedication is only due in cases where additional new parcels are created.” Since this preliminary plat will not create any additional lots, park dedication is not due. It is also worth noting that Lot 1 contains a trail 20’ trail easement along the existing eastern boundary line. This easement was dedicated as part of the Rolling Hills Acres subdivision. This is not shown on the applicant’s preliminary plat, and a condition of approval will require the preliminary plat be revised to include this trail easement. Variance Section 945.020, Subd. 1 outlines the standards for lot arrangements and states, “[…] all lots shall abut and have direct access to an improved street or private drive [,,,].” Lot 2 of the proposed subdivision is a landlocked parcel and would not comply with this standard. The applicant requests approval of a variance from this standard. The burden of proof is on the applicant to show that all variance standards from Section 1070.040, Subd. 2(B) are met with their request. These standards are as follows: A. That there are practical difficulties in complying with the Zoning Ordinance. B. That the conditions upon which a petition for a variation is based are unique to the parcel of land for which the variance is sought and were not created by the landowner. C. That the granting of the variation will not alter the essential character of the locality. D. The variance is consistent with the Comprehensive Plan. Page 6 of 6 E.The City may impose conditions on the variance to address the impact of the variance. There are practical difficulties for this parcel to comply with the Lot Arrangement Standards of the Subdivision Ordinance, as Lot 2 is a landlocked parcel that is situated between several properties. This unique configuration, in conjunction with the homesite being located on a peninsula of upland surrounded by wetlands on three sides, creates a significant challenge for compliance with the frontage requirement. Extending a public road to provide frontage for the lot would necessitate significant wetland impacts, which would not be practical or desirable for a single parcel. Granting the variance would not alter the essential character of the area, as it maintains the existing legal nonconforming access, and is not worsened or intensified through this request. Staff has no reason to believe that the request would conflict with the Comprehensive Plan. Summary Staff finds that the proposed preliminary plat and variance are generally consistent with the City’s Comprehensive Plan, Subdivision Ordinance, and Zoning Ordinance. The draft resolutions approve the preliminary plat and variance with conditions of approval. 4.Recommendation Move to recommend approval of the draft resolutions approving the preliminary plat and variance for Kariniemi Acres 2nd Addition. Attachments: 1.Resolution 2024- Approving the Preliminary Plat and Variance for “Kariniemi Acres 2nd Addition” 2.Engineering Memo dated April 21, 2025 3.Applicant Narrative 4.Preliminary Plat City of Corcoran May 22, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025- Page 1 of 4 Motion By: Seconded By: A RESOLUTION APPROVING A PRELIMINARY PLAT AND VARIANCE FOR “KARINIEMI ACRES 2ND ADDITION” ON THE PROPERTY LOCATED AT 6855 WILLOW DRIVE & 6840 ROLLING HILLS ROAD (PID 33-119-23-21-0002 & 33-119-23-22-0003) (CITY FILE NO. 25-011) WHEREAS, Michael Kariemi (“the applicant”) requested approval “Kariniemi Acres 2nd Addition” a preliminary plat and variance on the property described as follows; See Attachment A. WHEREAS, the applicant also requested approval of a variance from the requirement that the resulting lots have frontage and access on an improved public street, and; WHEREAS, the Planning Commission reviewed the preliminary plat and variance at a duly called public hearing, and; WHEREAS, the Planning Commission recommended approval, and; NOW, THEREFORE, BE IT RESOLVED that the Corcoran City Council approves the request for a preliminary plat and variance subject to the following findings and conditions: 1. A preliminary plat is approved for “Kariniemi Acres 2nd Addition” to allow a new lot configuration between two existing lots, in accordance with the plans and application received by the City on March 14, 2025, except as amended by this resolution. 2. The requested variance from Section 945.020, Subd. 1 to allow one of the resulting lots to forego lot frontage and/or access on an improved public street based on the following findings: a. That there are practical difficulties in complying with the Zoning Ordinance. The existing lot is landlocked and has been accessed through a shared private drive for 28 years. It would be burdensome for the property to extend public right-of-way through another parcel and nearby wetlands. The use of these properties is not changing. Granting the variance allows for continued and reasonable use of both properties within the plat. b. That the conditions upon which a petition for a variation is based are unique to the parcel of land for which the variance is sought and was not created by the landowner. The existing lot configuration has resulted in a parcel that is surrounded by parcels on all sides without frontage to public right-of-way. Additionally, the parcel is unique in that the buildable area is on a peninsula surrounded by wetlands. c. That the granting of the variation will not alter the essential character of the locality. The requested variance is an existing condition that would not be worsened or intensified through this subdivision. City of Corcoran May 22, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025- Page 2 of 4 d. That the variance would be in harmony with the general purposes and intent of the ordinance. The adjustment to the lot lines will allow for more orderly use of both properties involved, as the area being annexed is separated from the homesite by a wetland complex. e. The variance is consistent with the Comprehensive Plan and maintains the Rural/Ag Residential land use designation. 3. The applicant must comply with all conditions in the City Engineers Memo, dated April 21, 2025. 4. All permanent wetland buffer monument signs must be erected along the wetland buffer line as required by Section 1050.010, Subd. 7 of the Zoning Ordinance. a. Wetland signs must be purchased from the City. b. Wetland signs must be installed on treated 4x4 wooden posts. c. Wetland buffer signs must be installed prior to issuance of building permits unless an alternative timeline is approved by the City. d. The installation of the wetland monument buffer signs according to the approved plans must be certified by a registered land surveyor. e. Wetland buffers must be planted and inspected by the City prior to issuance of building permits unless an alternative timeline is approved by the City. f. The final seed mix to be used in establishing the wetland buffers must be approved by the City’s wetland consultant. g. Where buffer areas are not vegetated or have been disturbed within the last 10 years, such buffer areas shall be replanted and maintained according to the standards in Section 1050.010, Subd. 8(C) of the Zoning Ordinance and the Corcoran Buffer Vegetation Establishment Plan Policy. i. The City’s wetland consultant must inspect existing wetland buffers proposed to remain to confirm the existing buffers are undisturbed and are in an acceptable condition. This must be completed prior to releasing the final plat for recording. h. The minimum and maximum dimensions as well as the average width of each of the wetland buffers must be certified by the applicant’s engineer or surveyor. i. Spacing between wetland buffer monument signs cannot exceed 200 ft. 5. The applicant must submit a Wetland Buffer Plan and a Wetland Buffer Establishment Plan compliant with Section 1050.010 6. Park dedication is not due as no new lots will be created. City of Corcoran May 22, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025- Page 3 of 4 7. The applicant is responsible for obtaining an access permit as required by Hennepin County. 8. The applicant must plant one overstory tree prior to release of the escrow account with the City. 9. Prior to final plat approval, the applicant must complete the following: a. Revise the preliminary plat to show the existing trail easement along Lot 1, Block 1. 10. All utility facilities, including but not limited to telephone, CATV, natural gas, and electric power, shall be located underground. Underground service connections to the street property line of each platted lot shall be installed at the subdivider’s expense. 11. Mechanical equipment (including air conditioning units) must be located in the side or rear yard and must located a minimum of 5’ from the property line. 12. Lawn sprinklers/irrigation systems (if provided) shall all have rain sensors to limited unnecessary watering. 13. Approval of the preliminary plat shall expire within one year of the date of approval unless the applicant has filed a complete application for approval of a final plat. VOTING AYE VOTING NAY McKee, Tom McKee, Tom Friedrich, Michelle Friedrich, Michelle Lanterman, Mark Lanterman, Mark Nichols, Jeremy Nichols, Jeremy Vehrenkamp, Dean Vehrenkamp, Dean Whereupon, said Resolution is hereby declared adopted on this 22nd day of May 2025. ________________________________ Tom McKee - Mayor ATTEST: ____________________________________ City Seal Debra Johnson – City Clerk City of Corcoran May 22, 2025 County of Hennepin State of Minnesota Page 4 of 4 RESOLUTION NO. 2025- ATTACHMENT A Lot 4, Block 1 of Kariniemi Acres Addn , & Lot 2, Block 1 of Rolling Hills Acres Memo To: Kevin Mattson, City Engineer/ Public Works Director From: Steve Hegland, PE Project: Kariniemi Acres 2nd Addition Date: April 21, 2025 Exhibits: This Memorandum is based on a review of the following document: 1. Preliminary Plat of Kariniemi Acres Second Addition by Otto Associates dated 01/29/2025 2. Final Plat of Kariniemi Acres Second Addition by Otto Associates Comments: General 1. An existing ROW exists of 40’ along Rolling Hills Road which is adequate for the current standards of the collector road. 2. The site plan is proposed with an existing home on Lot 2 Block 1 and no existing or proposed structures on Lot 1 Block 1. 3. No modifications to the existing home are proposed. 4. If at any time building a structure is proposed on Lot 1 Block 1, the development shall provide a full site plan and grading plan for the proposed improvements. The plan shall identify the existing and proposed elevations within the site and how grading will be proposed for the lot. 5. The proposed plan shall also identify how access will be provided for the lot. Currently a culvert exists alongside Roling Hills Road but the side of the lot abutting the public roadway has a delineated wetland than stretches across the frontage of the lot. The applicant shall permit any impacts to the wetland in accordance with WCA requirements. Additionally at the time of the site plan, the driveway location and elevation shall be reviewed to ensure no adverse impacts on adjacent parcels are created. 6. If developed, the lot will need to ensure a floodplain elevation is established in the rear of the lot and the house and any structures shall meet all necessary separation requirements. 7. No public sewer or water is available to this area and it is assume that both lots will be served via private well and septic if utilities are necessary. Applicant shall be responsible for obtaining all necessary permits for the private utilities. 8. A wetland buffer establishment plan shall be created in accordance with the City Wetland Buffer Policy. BLOCK 1 1 2 Pr o j e c t N o . Re v i s e d : Ch e c k e d B y : Re q u e s t e d B y : Da t e : Dr a w n B y : Sc a l e : En g i n e e r s & L a n d S u r v e y o r s , I n c . 9 W e s t D i v i s i o n S t r e e t Bu f f a l o , M N 5 5 3 1 3 (7 6 3 ) 6 8 2 - 4 7 2 7 Fa x : ( 7 6 3 ) 6 8 2 - 3 5 2 2 ww w . o t t o a s s o c i a t e s . c o m de n o t e s 1 / 2 i n c h b y 1 4 i n c h i r o n p i p e s e t an d m a r k e d b y L i c e n s e # 4 0 0 6 2 de n o t e s i r o n m o n u m e n t f o u n d SS O C I A T E S Preliminary Plat of KARINIEMI ACRES SECOND ADDITIONN Feet 0 100 200 N Vicinity Map 1- 2 9 - 2 5 Mi k e K a r i n i e m i T. J . B . 1" = 1 0 0 ' P. E . O . I h e r e b y c e r t i f y t h a t t h i s s u r v e y , p l a n , o r re p o r t w a s p r e p a r e d b y m e o r u n d e r m y di r e c t s u p e r v i s i o n a n d t h a t I a m a d u l y Li c e n s e d L a n d S u r v e y o r u n d e r t h e l a w s of t h e S t a t e o f M i n n e s o t a . __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Pa u l E . O t t o Li c e n s e # 4 0 0 6 2 D a t e : _ _ _ _ _ _ _ _ _ _ _ _ _ Page 1 of 19 STAFF REPORT Agenda Item 6d. Planning Commission Meeting: May 1, 2025 Prepared By: Natalie Davis McKeown Topic: “City Park Remaster” Site Plan and Variance PID: 23-119-23-34-0001 and 23-119-23-43- 0007 City File No. 25-015 Action Required: Recommendation 1. Request This is a City-initiated request for the approval of a site plan and two variances to complete park improvements at City Park, including a new park building, located at 20400 and 20200 County Road 50. 2. Context Background The City was donated 19.3 acres of park land in 1972 from the Van Lithe family. Today, this is one of two parcels that make up City Park with the western parcel (59.95 acres) purchased by the City in 2018 from Rockford School District. City Park is the largest park within the City and currently hosts all recreational programming, such as youth soccer and baseball. Page 2 of 19 Today, the park contains several amenities (many of which were developed as a labor of love by local Corcoran residents): 6 baseball fields, 4 t-ball fields, 1 multi-use field, 4 parking areas, a playground (last replaced in 2000), tennis courts (partially removed in 2024), a picnic shelter, two outdoor ice rinks, and a warming house. The City has planned significant improvements to update and expand amenities within City Park for several years. Design efforts to move forward with this the first phase of this vision commenced in 2024. Below is a summary of the timeline and project milestones to date: 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. • March 20, 2025: The Parks and Trails Commission reviewed 90% designs and provided feedback on the design. • April 10, 2025: City Council received an informational update on design elements of the park design. • April 24, 2025: City Council meeting requesting authorization to bid. Anticipated Next Steps: Task Date • May 2, 2025: Post project to bid. • May 1, 2025: Planning Commission meeting. • May 27, 2025: Bid opening. • June 12, 2025: City Council meeting to award bid. Page 3 of 19 Zoning and Land Use The two properties that comprise the project site are guided for Parks/Open Space and are zoned Public / Institutional (P-I). The site is within the Metropolitan Urban Service Area (MUSA) and Phase 1 of the 2040 Staging Plan. Surrounding Properties The existing land use, guiding, and zoning of the immediate surrounding properties are provided in the table below: Direction Existing Land Use Guided Land Use in 2040 Comp Plan Zoning District North Agriculture Residential Low-Density Residential Mixed Residential - Residential Single- Family 2 (RSF-2) - Urban Reserve (UR) - Planned Unit Development (PUD) - Rush Creek Reserve East Commercial Commercial Neighborhood Commercial (C-1) South Agriculture Industrial Residential Industrial Medium Residential Low-Density Residential - Light Industrial (I-1) - Medium Density Residential (RMF-1) - RSF-2 - UR West Residential Existing Residential Low-Density Residential UR Natural Characteristics of The Site A tributary of the South Fork Rush Creek runs through both parcels of City Park. The 2040 Comprehensive Plan’s Natural Resource Inventory Areas map reflects a Wet Prairie on the southwest with some Floodplain Forest that follows most of the creek. A wetland delineation was completed on this property and finalized in October 2024. This process confirmed two wetlands on the southwest portion of the site (overlapping the wet prairie shown on the Natural Resources map) and a pond near the middle of the eastern parcel. Page 4 of 19 3. Analysis Staff reviewed the application for consistency with the Comprehensive Plan, Zoning Ordinance, other City Code requirements, and City policies. The City Engineer has been actively involved in the design of the project and will continue to ensure all of the City’s engineering standards are satisfied. A review of the plans was coordinated with the Public Safety team, and their comments are incorporated into this staff report. A. Level of Discretion in Decision-Making The City’s discretion in approving a site plan is limited to whether the proposal meets the performance standards outlined in the City Code. If it meets these standards, the City must approve the site plan. The City has a relatively high level of discretion in approving or denying a variance. The burden of proof is on the applicant to show the variance standards are satisfied. B. Site Plan There are several improvements proposed in the City Park Remaster. The update will include removals of trees, fencing, lights, tennis courts, and the existing playground. Removal of these items will allow for utilities, the Diamond Lake Regional Trail, an updated playground, and reconstruction of the western driveway off County Road 50 into the park. Significant site work will be completed to improve the fields for recreational use, programmed and otherwise. In addition to the updated playground, the first phase is planned to include a park building providing a community gathering space. Most of the improvements will be located on the western parcel. Page 5 of 19 Lot Standards and Setbacks The C-2 district has the following minimum lot standards: Standard P-I Proposed Lot Area 10 acres 59.95 acres Lot Width 200’ 1,000+’ (south property line) Lot Depth 200’ 2,000+’ Principle Structure Setbacks: - Front (Major Roadway*) 100’ 300’+ (south; nearest front property line) - Front (Other Streets) 50’ N/A - Side and Rear 50’ 0’ Maximum Impervious Surface Coverage 70% 15% *Major Roadways are County Roads The plans show the minimum district standards are met if not exceeded except for the proposed building will have a 0’ setback from the shared property line with the 2nd park parcel to the east. This will be discussed further in the variance analysis of this report. Page 6 of 19 The site analysis table indicates that there will be 9 acres of impervious surface coverage over all of City Park (79.25) after the proposed improvements. This is roughly a 11.4% impervious surface coverage. It is unclear how much of this is located on the western parcel. However, the site plan is still well within compliance even if it is assumed all 9 acres are located on the western parcel. Accessory Structure – Playground The playground is shown with an agricultural theme to reflect Corcoran’s history based on feedback received in a 197-respondent survey completed by the City. It is intended to include play areas for children aged 2–5 and 5–12. 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. With a barn and silo structure, the focus of the playground will be on the agrarian history while updating the 25+ year old playground. Under the accessory structure section of the Zoning Ordinance, the playground is subject to the same setbacks as accessory structures. The City Park parcels are technically considered through lots since there is a frontage on both the north and south ends of the site. Accessory structures located on through lots may be located between the rear of the principal building and the public right-of-way. Accessory structures in non-residential zoning districts shall comply with the following: Page 7 of 19 Standard Accessory Structures (Non- residential Zoning) Proposed Front No accessory building shall be located in the front yard Complies. Side 10’ 32.8’ Rear 10’ 360+’ (north property line) Adjacent to residential Minimum setback requirements for principal structures in the district. 350+’ (west property line) *Major Roadways are County Roads Access The west parcel of City Park is currently accessed by the western driveway on County Road 50. This location is not changing, but the driveway is being improved as part of the update. Staff worked with Hennepin County to determine if the proposed site improvements met warrants for a turn-lane. It was determined that a turn-lane is not required with this first phase of the park improvements. Hennepin County stated the second phase of improvements are likely to warrant a turn-lane at that time. Utilities and Stormwater Utilities will be brought through the site as a part of this project. Stormwater management in the southwest portion near the western parking lot and County Road 50. The proposed stormwater ponding will 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. Page 8 of 19 Wetlands A wetland delineation for this site was completed in October 2024. Two wetlands were confirmed on the western parcel. Since this application does not include a plat, the site is not subject to the buffer and buffer monument requirements of the Wetland Overlay district (Section 1050.010). Page 9 of 19 Trails Concrete paths link the parking lot to the building plaza and extend through the playground area. An 8’ asphalt trail is shown as an alternate that surrounds the western, northern, and eastern portions of the parking lot. The future Diamond Lake Regional Trail will be constructed as a 10-foot-wide bituminous path with a 2-foot shoulder. The site design incorporates a boardwalk along the northwest portion of the regional trail. Boardwalk construction and rough grading for the trail are included in Phase 1 of the City Park Remaster. The regional trail will be paved as funding allows. The existing bridge crossing near County Road 10 will be reused as part of the trail, and a connection to the Rush Creek Reserve development will be added. Refuse Section 1060.020 of the Zoning Ordinance outlines the following standards related to refuse: - No exterior incineration of trash or garbage. - No exterior storage of trash or garbage except in an accessory building enclosed by walls and a roof or in closed containers within a totally screened area. The site plan does not reflect plans for how to handle refuse on the site. However, it is anticipated there will be a dumpster near the building and the parking lot within a screened enclosure. Screening Page 10 of 19 Section 1060.030 of the Zoning Ordinance provides screening requirements for rooftop and ground mounted mechanical equipment. A transformer is shown on the site plan near the building. No screening is currently shown. It is unclear if there will be a need for any other ground or roof mounted equipment. A condition approval is for all rooftop and ground mounted equipment to comply with the screening/buffering standards in Section 1060.030. Lighting Section 1060.040 of the Zoning Ordinance provides performance standards for lighting. Any light, or combination of lights shall not exceed one foot-candle (meter reading) as measured form the property line or the centerline of a public street. The parking lot and trail around the playground where lights are proposed comply with this Section of code. Building The proposed building will include a gathering space with a total capacity of up to 125 people, with a divider shown on the plans as an alternate option to be quoted as the project moves forward with bidding. Inside, there is access to 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 are anticipated to be on a digital locking system. Three storage areas are shown on the plans for building mechanical, table and chair storage, and 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 Page 11 of 19 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 exterior door, and a serving window for coordinated use with the future patio and shelter. The proposed building is just over 26’ at its peak which complies with the 35’ principal structure height limit in the P-I District. The park building is subject to the non-residential district building standards in Section 1060.050, Subd.1(C). 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. This is in compliance with the building materials for non-residential districts. The architectural plans reflect a standing seam, prefinished metal roof. A metal roof with a pitch of greater 2:12 is allowed under the following conditions: i. Meet the standards adopted by the Minnesota State Building Code, ii. Have concealed fasteners, iii. Are high quality commercial thickness/weight, iv. Have been treated with a factory applied color coating system to protect against any fading or degradation. It appears the proposed roof complies with these standards. The thickness/weight of the proposed roof material is unclear. Details on the proposed materials are required to confirm compliance with this standard as a condition of approval in the draft resolution. Page 12 of 19 Parking The overall park currently has 4 parking lots – all of which are gravel. As a part of the City Park Remaster, only the southwest parking lot, which will serve the building, fields, and playground, is to be improved. The parking lot dimensions and setbacks required in Section 1060.060 are satisfied. The City Code requires the following parking formula for public parks: 1 parking space per acre of park, plus 5 for each playground facility, and one space for each picnic table. Additionally, the park building requires 1 space for every 4 occupants based on the design capacity. The required parking for City Park after the proposed improvements is as follows: - 79.25 acres = 79.25 spaces - 1 playground facility = 5 spaces - 30 estimated picnic tables = 30 spaces - 25 occupants / 4 = 31.25 - Total parking required = 145.5 = 146 spaces The site plan shows 59 paved parking stalls where 31.25 spaces are required to serve the new building. There is gravel shown around the paved parking for overflow parking for roughly another 156 spaces. This more than exceeds the minimum parking required for the overall park without factoring in the additional parking areas provided in the other 3 gravel lots on the east parcel. The City is also receiving bids to fully pave the parking area. It may be that the parking lot is paved initially or in phases as funding allows, similar to the Three Rivers Regional Trail. The parking lot must be paved no later than Phase 2 of improvements to City Park. If possible, staff recommends paving the entire parking lot at the same time. Concerns with maintenance and the ability to keep clear Page 13 of 19 fire lanes within the gravel area were noted as concerns with Public Works and Public Safety. Landscaping There are some tree areas proposed to be removed for the project to allow for the proposed improvements, including the Diamond Lake Regional Trail. Ash trees are also proposed to be removed and replaced to get ahead of Emerald Ash Borer. For the most part, the existing tree line along the west boundary of the west parcel will remain. Trees will be retained to the extent possible. Typically, when a site redevelops/expands, the increase in building size is used to determine the required plantings. Non-residential uses have the following formulas: 1. One overstory tree per 1,000 square feet of gross building floor area. 2. One understory shrub for each 300 square feet of building. The gross floor area of the building is 3,553 square feet. This means 4 overstory trees and 12 understory shrubs are required. The landscape plan provided more than meets this standard. Page 14 of 19 Parking areas with more than 4 spaces must provide screening to a height of at least 3’ from properties guided or zoned residential and from all public streets. A condition of approval is to update the landscape plan to provide this screening along the west side of the parking lot since this faces an area that is guided for residential and zoned Urban Reserve. The parking areas within the lot do not face the street along County Road 50 or 10. A buffer yard class “D” is required along the west property line as well to account for the transition between Urban Reserve and P-I. Most of the west property line has a significant tree line that meets the extent and intent of the buffer. The wetlands also include trees and provide a natural buffer. However, there is one area on the south of the site where there is not a tree line, some trees will be removed, and the Diamond Lake Regional Trail is less than 10’ away from the property line. The DLRT was designed to maximize space between the two stormwater ponds and elevation is being added to this area as well. In order to meet the buffer yard requirements, the DLRT alignment would likely need to completely shift to the east parcel without sacrificing the field space, which would provide a subpar trail experience for the public rather than offering a meandering corridor through the fields and to a boardwalk. Additionally, it does not seem to make sense for the City to grant a buffer yard easement over public park property. A variance will be required to waive the buffer yard and conservation easement requirements. Page 15 of 19 Public Safety The Public Safety had the following comments that are provided in the draft resolution as conditions of approval: - Hydrant locations must be reviewed and approved by Fire Chief Fehrens. - Since the park building will not be sprinklered, a 150’ hose pull is required. - Within the park plan, a space must be designated for a public safety outdoor warning point. The site will need to be near the highest elevation available and have access to electricity and likely data. Additionally, Public Safety expressed a need for caution with gravel parking lots because it can be very challenging to maintain appropriate drive aisles. C. Variances The project as it is designed requires two variances: 1. A variance to allow a reduced side building setback of 0’ along the interior lot boundary of the two City Park parcels. 2. A variance to forego a buffer yard on the west parcel. Section 1070.040 provides the following standards to review variance requests. 1. That there are practical difficulties in complying with the Zoning Ordinance. The League of MN Cities defines a three-factor test for the term “practical difficulties”: - The property owner proposes to use the property in a reasonable manner not otherwise allowed by the Zoning Ordinance. - The plight of the landowner is due to circumstances unique to the property and not created by the landowner; and - The variance will not alter the essential character of the locality. Section 1070.040, Subd. 2(B) of the Zoning Ordinance specifically calls out the last two factors as their own standards and will be discussed individually. Therefore, the City typically uses this first standard to focus on evaluating the “reasonableness” of the request. 2. That the conditions upon which a petition for a variation is based are unique to the parcel of land for which the variance is sought and were not created by the landowner. 3. That the granting of the variation will not alter the essential character of the locality. 4. The proposed variance would be in harmony with the general purposes and intent of the ordinance. 5. The variance is consistent with the Comprehensive Plan. 6. The City may impose conditions on the variance to address the impact of granting the variance. Page 16 of 19 Park Building Side Setback Section 1040.145, Subd. 7 requires a side setback of 50’ in the P-I District. The proposed site plan reflects a 0’ setback along the shared property line between the two City Park parcels. Both properties are under the ownership of the City, and the improved areas of the two parcels function as a single campus. However, the east parcel was dedicated as park land and cannot be used for anything other than a public park. The west parcel was purchased by the City and has some flexibility in how it is used to meet the needs of the City. Combining the parcels at this time is not desired while future phases of improvements on the western parcel are not fully planned. The location of the building is reasonable and makes the most sense in relation to the location of the fields to the west, existing amenities to the east, the proposed new playground, and potential future amenities that would be near the building (for example, there is a location earmarked by the building for a splashpad should that move forward in a future phase of park improvements). The building location also allows for views of the pond on the eastern parcel. Moving the building to meet a 50’ setback to the east or west will be disruptive to the overall park design. A lot line adjustment, subdivision, or lot consolidation in the future will correct the setback at that time, and waiting for this to occur until the vision for the north end of the park is developed will allow for a more wholistic approach. The situation is fairly unique in that the east parcel is dedicated parkland, and the west parcel is city-owned land. The two parcels make up City Park, and the improved portion of City Park function as a single campus. There is no danger in the eastern parcel being sold as that is not an option with dedicated parkland. The conditions surrounding the reduced setbacks are based on a desire to maximize the flow, efficiency, flexibility, and amenities on the site for public purposes. Granting a variance for a 0’ side yard setback along the common property line will not alter the essential character of the locality. This setback will allow for the character of the park to be enhanced as it will maximize field space and provide a meeting space for programming and events for the locality. It will not be visually obvious that the building will have a 0’ setback from the shared property line with the east park property. The variance is consistent with the intent of the ordinance as a 50’ setback is more than met from the neighboring land uses and properties under separate ownership. Granting the variance would not conflict with the Comprehensive Plan. Granting the setback variance will promote the retention of rural character while providing the public with an upgraded park experience and available meeting space. Staff recommend minimizing the extent of the variance granted by including a condition that if the lot lines end up being adjusted in the future, the building shall be subject to all applicable setbacks at that time. Alternatively, it could be found there is no practical difficulty, and that this is a condition of the City’s own making since the parcels could be combined to address the side setback. Page 17 of 19 Buffer Yard Waiver Section 1060.070, Subd. 2(J) requires a class “D” buffer yard between the western boundary of City Park and the adjacent UR neighborhood. However, a conflict is created within a portion of this buffer yard area with the proposed alignment of the Diamond Lake Regional Trail corridor. The trail was designed to meet all Three Rivers requirements and provide a meandering experience of the park overlooking the fields, traversing a boardwalk, and connecting to the playground and other amenities. The proposed trail location is reasonable as it provides a path between the stormwater ponding, and area that would otherwise go unused. Additionally, the proposed design and location will provide interest while maximizing the park area. Additionally, it is odd to require a buffer yard within a conservation easement within a public park. The condition upon which the variance is sought is unique in that all other City parkland is still guided and zoned residential. This is the only City park land currently guided Parks and Open Space and zoned P-I, The P-I designation is what is driving the buffer requirement along the west boundary, whereas parks under the same zoning district as the surrounding area would not need to provide a buffer. The condition upon which the variance is sought is based on the necessity of designing the site to provide the most public benefit rather than on a condition created by the landowner. Further, City Park is already held within the public interest, which makes it a unique situation as there is not a need to put an easement in the name of the City for land already owned by the City. Granting the variance will not alter the essential character of the surrounding area. The lot to the west is heavily forested, and there is already a slight gap in the tree line/wetlands today where the trail is proposed. A small change in this gap to allow for the Diamond Lake Regional Trail will not alter the essential character of the surrounding area. Page 18 of 19 The variance is overall consistent with the intent of the ordinance. The intent of the ordinance was to provide a transition to minimize the impacts of differing land uses, but open space and parks are generally considered complimentary to residential uses. This is evidenced by the fact that parks are a by-right permitted use in residential districts, such as RSF-1. Further, trees that do not need to be removed will remain, which means a heavy tree line and the existing wetlands will provide a buffer yard along most of the western property line, and some areas of the existing tree line exceed the required buffer yard width. The variance will grant flexibility in this one location where the trail corridor is planned within what would otherwise be the buffer yard area. Additionally, the fact the buffer yard area is on public property is overall consistent with the requirement for the buffer yard to be within a conservation easement in favor of the City. The variance is consistent with the Comprehensive Plan. The variance will support the City’s goal 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. Due to the elevation change on the west side of the trail, it does not appear feasible to require plantings in this area to add vegetation on the City’s side of the property line. Therefore, staff do not recommend any conditions be added to this variance. Alternatively, it could be determined there is not a practical difficulty as the trail could be rerouted, even if the new corridor is smaller and not preferred. This may then allow for a buffer yard to be planted per ordinance. Additionally, the City can go through the process of granting a conservation easement in favor of the City even though the land is already owned by the City. 4. Summary of Discussion Items Page 19 of 19 There are a few areas where the plans must be revised in order to ensure compliance with the City Code standards. The following items are the areas where the City has the most discretion that the Planning Commission should discuss: 1. Variances a. A variance to allow a 0’ building setback from the side property line with the eastern City Park parcel. i. Proposed condition of approval to establish the lot lines in the future to comply with district standards when the City is ready to move forward with a lot consolidation, lot line adjustment, or other subdivision. ii. Does the Planning Commission have any other suggestions on potential conditions of approval for this variance? b. A variance to waive the buffer yard requirements. i. Does the Planning Commission have any suggestions on potential conditions of approval for this variance? 5. Recommendation Staff recommends the following: - Approval of the Site Plan - Approval of the Variance to allow a 0’ building side setback. - Approval of the Variance to waive the buffer yard requirements. While the site plan can be approved without the variance granted for the buffer yard requirements, the Site Plan should not be approved without granting the variance for the 0’ side setback for the building. Attachments: 1. Draft Resolution Approving Site Plan 2. Draft Resolution Approving 2 Variances 3. Site Plan Documents City of Corcoran May 22, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025- Page 1 of 3 Motion By: Seconded By: A RESOLUTION APPROVING A SITE PLAN FOR THE CITY PARK REMASTER ON THE PROPERTIES LOCATED BETWEEN COUNTY ROAD 10 AND COUNTY ROAD 50 (PID 23- 119-23-34-0001 AND 23-119-23-43-0007) (CITY FILE NO. 25-015) WHEREAS, The City of Corcoran. (the “applicant”) requests approval of a site plan and variances to allow for improvements at City Park on the property described as follows: See Attachment A. WHEREAS, the Planning Commission reviewed the requests at a duly called public meeting, and; WHEREAS, the Planning Commission recommended approval, and; NOW, THEREFORE, BE IT RESOLVED that the Corcoran City Council approves the request for a Site Plan subject to the following findings and conditions: 1. A Site Plan is approved, in accordance with the plans dated April 9, 2025, with additional materials dated April 10, 2025, April 11, 2025, April 14, 2025, except as amended by this resolution. 2. The following feedback from the Public Safety team must be addressed: a. Hydrant locations must be reviewed and approved by Fire Chief Fehrens. b. Since the park building will not be sprinklered, a 150’ hose pull is required. c. Within the park plan, a space must be designated for a public safety outdoor warning point. The site will need to be near the highest elevation available and have access to electricity and likely data. 3. A building permit is required prior to beginning construction. 4. All signage shall comply with the standards in Chapter 84 of the City Code. 5. The site plan must be updated to reflect the final location of the garbage container(s) to serve the park building and details must be provided on the proposed enclosure to storage the garbage container(s) to confirm compliance with Section 1060.020 of the Zoning Ordinance. 6. Details regarding the thickness and weight of the roof of the park building must be provided to confirm a high-quality commercial thickness/weight for compliance with Section 1060.050. City of Corcoran May 22, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025- Page 2 of 3 7. All rooftop and ground mounted equipment must be screened per Section 1060.030 and the site plan must be revised accordingly. 8. The landscape plan must be revised to provide screening of the western parking lot along the west side at a height of at least 3 feet. 9. The parking lot must be paved as funding allows but no later than the second phase of City Park improvements. 10. The approving resolution must be recorded at Hennepin County prior to issuance of building permits. 11. Approval shall expire within one year of the date of approval unless the applicant commences the authorized use and completes the required improvements. VOTING AYE VOTING NAY McKee, Tom McKee, Tom Friedrich, Michelle Friedrich, Michelle Lanterman, Mark Lanterman, Mark Nichols, Jeremy Nichols, Jeremy Vehrenkamp, Dean Vehrenkamp, Dean Whereupon, said Resolution is hereby declared adopted on this 22nd day of May 2025. ________________________________ Tom McKee - Mayor ATTEST: ____________________________________ City Seal Debra Johnson – City Clerk City of Corcoran May 22, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025- Page 3 of 3 ATTACHMENT A City of Corcoran May 22, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025- Page 1 of 4 Motion By: Seconded By: A RESOLUTION APPROVING TWO VARIANCES FOR CITY PARK REMASTER ON THE PROPERTIES LOCATED BETWEEN COUNTY ROAD 10 AND COUNTY ROAD 50 (PID 23- 119-23-34-0001 AND 23-119-23-43-0007) (CITY FILE NO. 25-015) WHEREAS, The City of Corcoran. (the “applicant”) requests approval of a site plan and variances to allow for improvements at City Park on the property described as follows: See Attachment A. WHEREAS, the Planning Commission reviewed the requests at a duly called public meeting, and; WHEREAS, the Planning Commission recommended approval, and; NOW, THEREFORE, BE IT RESOLVED that the Corcoran City Council approves the request for two variances subject to the following findings and conditions: 1. The requested variance to allow a 0-foot side building setback along the shared property line of the two City Park parcels is approved based on the following findings: a. That there are practical difficulties in complying with the Zoning Ordinance. Both properties are under the exclusive ownership of the City, and the improved areas of the two parcels function as a single campus. The building location is reasonable and makes the most sense in relation to the overall site, location of the fields to the west, existing amenities to the east, the proposed new playground location, and potential future amenities that would be best located near the building. b. That the conditions upon which a petition for a variation is based are unique to the parcels of land for which the variance is sought and were not created by the landowner. The eastern parcel was dedicated to the City as park land whereas the western parcel was acquired by the City through a purchase. Combining the two parcels will lose flexibility and discretion on how the western parcel is planned to be utilized in the future to meet the public interest. The conditions upon which a petition for variation is based are a desire to maximize the flow, efficiency, flexibility, and amenities on the site for public purpose. c. That the granting of the variation will not alter the essential character of the locality. The reduced setback will allow for the character of City Park to be enhanced as it will maximize the field space and provide a meeting space for programming and events for the locality. It will not be visually obvious that the park building will have a 0’ setback from the shared property line of the two park parcels. d. The proposed variance would be in harmony with the general purposes and intent of the ordinance. The building is setback more than 50-feet from neighboring land uses and properties under separate ownership.. City of Corcoran May 22, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025- Page 2 of 4 e. The variance is consistent with the Comprehensive Plan. Granting the variance will promote retention of rural character while providing an upgraded park experience for the City including the addition of gathering space. f. The City may impose conditions on the variance to address the impact of granting the variance. i. If the lot lines end up being adjusted in the future, the building shall be subject to all applicable setbacks at that time. 2. The variance to waive the buffer yard requirements is approved based on the following findings: a. That there are practical difficulties in complying with the Zoning Ordinance. A portion of the proposed Diamond Lake Regional Trail corridor will conflict with the required buffer yard width for a class “D” buffer. The trail is a reasonable use of the City Park site and was designed to meet all requirements of the Three Rivers Park District. The trail layout provides a meandering experience of the park overlooking the fields, traversing a boardwalk, and connecting to the playground and other amenities. The trail also maximizes a path between the two stormwater ponds that would otherwise go unused. The proposed design and location provide interest while maximizing the park area. Additionally, nothing is gained by the City granting itself a conservation easement to itself within a public park. b. That the conditions upon which a petition for a variation is based are unique to the parcels of land for which the variance is sought and were not created by the landowners. This is the only City park land zoned Public/institutional (P-I) which is driving the buffer requirement along the west boundary. Parks under the same zoning district as the surrounding area would not need to provide a buffer. The condition upon which the variance is sought is based on the necessity of designing the site to provide the most public benefit. City Park is already held within the public interest, so there is not a need to put an easement in the name of the City for land already owned by the City. c. That the granting of the variation will not alter the essential character of the locality. The lot to the west is heavily forested, and there is already a slight gap in the tree line and wetlands in this area today where the trail is proposed to be within the buffer yard. A small change in the extent of this gap to allow for the Diamond Lake Regional Trail will not alter the essential character of the surrounding area. d. The proposed variance would be in harmony with the general purposes and intent of the ordinance. The intent of the ordinance was to provide a transition to minimize the impacts of differing land uses, but open spaces and parks are generally considered complimentary to residential uses. This is evidenced by the fact that parks are a by-right permitted use in residential districts. Further, trees that are not necessary to be removed will remain, which means a heavy tree line and the existing wetlands will provide a buffer yard along most of the western property line. Some areas of the existing tree line exceed the required buffer yard width. The variance will grant flexibility in one small segment where the trail corridor is planned City of Corcoran May 22, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025- Page 3 of 4 within what would otherwise be the buffer yard area. The fact that the buffer yard area is on public property is overall consistent with the requirement for the buffer yard to be within a conservation easement in favor of the City. e. The variance is consistent with the Comprehensive Plan. Granting the variance will be consistent with the City’s goal 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. f. The City may impose conditions on the variance to address the impact of granting the variance. i. Due to the elevation change proposed between the trail and the western boundary of City Park, no conditions to minimize the impact of granting the variance are proposed. 2. This resolution must be recorded with the Hennepin County’s Recorder’s Office. VOTING AYE VOTING NAY McKee, Tom McKee, Tom Friedrich, Michelle Friedrich, Michelle Nichols, Jeremy Nichols, Jeremy Lanterman, Mark Lanterman, Mark Vehrenkamp, Dean Vehrenkamp, Dean Whereupon, said Resolution is hereby declared adopted on this 22nd day of May 2025. ________________________________ Tom McKee - Mayor ATTEST: ____________________________________ City Seal Debra Johnson – City Clerk City of Corcoran May 22, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025- Page 4 of 4 ATTACHMENT A llllllll l l l l l l lll l l X X X X X X X X X X X X TRANSF E R STATION W/STEP SILO CLIMBER NUVO SWIRL ROOF 84" 96-108" 48-72" PM FARM T R A C T O R S T R U C T U R E ZZYYC268 13 8 ' 60 8 ' 1111 ' 558' SHEET NUMBER SURVEY APPROVED DESIGNED DRAWN PROJ. NO. WA S P R E P A R E D B Y M E O R U N D E R M Y D I R E C T S U P E R V I S I O N I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , O R R E P O R T AN D T H A T I A M A D U L Y L I C E N S E D UN D E R T H E L A W S O F T H E S T A T E O F PR I N T N A M E : SI G N A T U R E : DA T E : LI C . N O . CHECKED Pl o t D a t e : 0 4 / 1 7 / 2 0 2 5 - 2 : 5 5 p m Dr a w i n g n a m e : U : \ 1 9 3 8 0 7 2 2 9 \ d r a f t i n g \ 0 3 - D E S I G N \ 1 _ C A D \ 2 E X H I B I T S \ 1 9 3 8 0 7 2 2 9 - P l a n i n g Z o n e F i g u r e . d w g Xr e f s : , 1 9 3 8 0 7 2 2 9 X S P L , 1 9 3 8 0 7 2 2 9 X S X T , 1 9 3 8 0 7 2 2 9 B O R D E R , 1 9 3 8 0 7 2 2 9 X S N O TH E C O N T R A C T O R S H A L L V E R I F Y A N D B E R E S P O N S I B L E F O R A L L D I M E N S I O N S . D O N O T S C A L E T H E DR A W I N G - A N Y E R R O R S O R O M I S S I O N S S H A L L B E R E P O R T E D T O S T A N T E C W I T H O U T D E L A Y . TH E C O P Y R I G H T S T O A L L D E S I G N S A N D D R A W I N G S A R E T H E P R O P E R T Y O F S T A N T E C . R E P R O D U C T I O N OR U S E F O R A N Y P U R P O S E O T H E R T H A N T H A T A U T H O R I Z E D B Y S T A N T E C I S F O R B I D D E N . CI T Y O F C O R C O R A N , M I N N E S O T A CO R C O R A N C I T Y P A R K I M P R O V E M E N T S 193807229 On e C a r l s o n P a r k w a y N , S u i t e 1 0 0 Pl y m o u t h , M N 5 5 4 4 7 ww w . s t a n t e c . c o m DA T E NO RE V I S I O N SDB JJE JJE MJS SKH PR O F E S S I O N A L E N G I N E E R MI N N E S O T A ST E V E N H E G L A N D 04 / 1 4 / 2 0 2 5 52 2 4 3 04 / 1 4 / 2 0 2 5 1 PE R M I T S E T FIG-1 SI T E L A Y O U T Z O N I N G F I G U R E N PROPOSED PLAYGROUND PROPOSED PARKING LOT PROPOSED BUILDING 50 FT OFFSET 100 FT OFFSET 50 FT OFFSET 100 FT OFFSET 100 FT OFFSET 0 FT OFFSET AT INTERNAL PROPERTY LINE PROPERTY LINE C O U N T Y R O A D 1 0 PROJECT LOCATION CO U N T Y R O A D 1 1 6 COUNTY ROAD 50 COU N T Y R O A D 1 0 LARKIN RD CONSTRUCTION PLANS FOR CORCORAN CITY PARK IMPROVEMENTS OWNER: CITY OF CORCORAN 8200 COUNTY ROAD 116 CORCORAN, MN 55340 ENGINEER: STANTEC CONSULTING SERVICES INC. ONE CARLSON PARKWAY N. SUITE 100 PLYMOUTH, MN 55447 CONTACT: STEVE HEGLAND, P.E. PH: 763-479-5815 PROJECT LOCATION MAP NOT TO SCALE PROJECT LOCATION CITY: CORCORAN COUNTY: HENNEPIN CORCORAN CITY PARK CORCORAN, MN 55340 APRIL 2025 THIS PLAN SET CONTAINS 64 SHEETS SHEET NUMBER SURVEY APPROVED DESIGNED DRAWN PROJ. NO. WA S P R E P A R E D B Y M E O R U N D E R M Y D I R E C T S U P E R V I S I O N I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , O R R E P O R T AN D T H A T I A M A D U L Y L I C E N S E D UN D E R T H E L A W S O F T H E S T A T E O F PR I N T N A M E : SI G N A T U R E : DA T E : LI C . N O . CHECKED Pl o t D a t e : 0 4 / 0 9 / 2 0 2 5 - 4 : 3 0 p m Dr a w i n g n a m e : \ \ U S 0 2 4 2 - P P F S S 0 1 \ S H A R E D _ P R O J E C T S \ 1 9 3 8 0 7 2 2 9 \ d r a f t i n g \ 0 3 - D E S I G N \ 1 _ C A D \ 3 P L A N S H E E T S \ 1 9 3 8 0 7 2 2 9 - G 0 0 1 . d w g Xr e f s : , 1 9 3 8 0 7 2 2 9 B O R D E R , 1 9 3 8 0 7 2 2 9 X S N O TH E C O N T R A C T O R S H A L L V E R I F Y A N D B E R E S P O N S I B L E F O R A L L D I M E N S I O N S . D O N O T S C A L E T H E DR A W I N G - A N Y E R R O R S O R O M I S S I O N S S H A L L B E R E P O R T E D T O S T A N T E C W I T H O U T D E L A Y . TH E C O P Y R I G H T S T O A L L D E S I G N S A N D D R A W I N G S A R E T H E P R O P E R T Y O F S T A N T E C . R E P R O D U C T I O N OR U S E F O R A N Y P U R P O S E O T H E R T H A N T H A T A U T H O R I Z E D B Y S T A N T E C I S F O R B I D D E N . CI T Y O F C O R C O R A N , M I N N E S O T A CO R C O R A N C I T Y P A R K I M P R O V E M E N T S 193807229 DA T E NO R E V I S I O N SDB JJE JJE MJS SKH EN G I N E E R MI N N E S O T A ST E V E N H E G L A N D 04 / 1 1 / 2 0 2 5 5 2 2 4 3 04 / 1 1 / 2 0 2 5 1 P E R M I T S E T WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE (EXCLUDING THE DAY OF THE REQUEST AND EXCLUDING HOLIDAYS AND WEEKENDS) FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. GOPHER STATE ONE CALL TWIN CITY AREA: 651-454-0002 TOLL FREE 1-800-252-1166 CALL BEFORE YOU DIG PROJECT DATUM HORIZONTAL: NAD83, 2011 ADJUSTMENT (NON HARN) HENNEPIN COUNTY COORDINATES SYSTEM , US FOOT VERTICAL: NAVD88 SHEET INDEX Sheet Number Sheet Title G-001 TITLE SHEET G-002 LEGEND G-003 GENERAL NOTES C-001 OVERALL EXISTING CONDITIONS AND REMOVALS C-002 EXISTING CONDITIONS AND REMOVALS C-003 EXISTING CONDITIONS AND REMOVALS C-004 EXISTING CONDITIONS AND REMOVALS C-005 EXISTING CONDITIONS AND REMOVALS C-101 OVERALL SITE PLAN C-102 SITE PLAN C-103 SITE PLAN C-103A SITE PLAN FULL PARKING LOT PAVING (ALTERNATE) C-104 SITE PLAN C-105 SITE PLAN C-201 SWPPP C-202 OVERALL EROSION CONTROL AND RESTORATION PLAN C-203 EROSION CONTROL AND RESTORATION PLAN C-204 EROSION CONTROL AND RESTORATION PLAN C-205 EROSION CONTROL AND RESTORATION PLAN C-206 EROSION CONTROL AND RESTORATION PLAN C-301 OVERALL GRADING PLAN C-302 PARKING LOT GRADING PLAN C-303 PARKING LOT GRADING PLAN C-304 PARKING LOT GRADING PLAN C-305 PARKING LOT GRADING PLAN C-401 UTILITY PLAN AND PROFILE C-501 OVERALL STORM SEWER PLAN C-502 STORM SEWER PLAN C-503 STORM SEWER PLAN C-504 STORM SEWER PROFILES C-505 STORM SEWER PROFILES C-506 DRAINTILE PLAN C-601 TRAIL GRADING PLAN AND PROFILE C-602 TRAIL GRADING PLAN AND PROFILE C-603 TRAIL GRADING PLAN AND PROFILE C-801 DETAILS C-802 DETAILS C-803 DETAILS C-804 DETAILS C-805 DETAILS C-806 DETAILS C-807 DETAILS C-808 DETAILS C-809 DETAILS C-810 DETAILS C-811 DETAILS C-812 DETAILS C-813 DETAILS S-101 BOARDWALK S-501 STRUCTURAL DETAILS E-001 ELECTRICAL SYMBOLS E-101 OVERALL ELECTRICAL SITE PLAN E-102 OVERALL ELECTRICAL SITE PLAN E-103 OVERALL ELECTRICAL SITE PLAN E-601 ELECTRICAL DETAILS E-602 ELECTRICAL DETAILS E-701 ELECTRICAL LINE DIAGRAM LS-100 OVERALL SITE PLAN LS-200 ENLARGEMENT PLAN - PLAYGROUND LS-400 PLANTING PLAN LS-401 PLANTING PLAN LS-500 LANDSCAPING DETAILS LS-501 LANDSCAPING DETAILS LS-502 LANDSCAPING DETAILS G-001 TI T L E S H E E T One Carlson Parkway N, Suite 100 Plymouth, MN 55447 www.stantec.com EXISTING TOPOGRAPHIC SYMBOLS SURVEY LINES >>>> >>>>>>>>> >>>>>> l l l l l l l l l l l l l NEW UTILITY LINES CONCRETE CURB AND GUTTER GRADING INFORMATION 952 950 952 950 4:1 STORM SEWER CATCH BASIN STORM SEWER BEEHIVE CATCH BASIN STORM SEWER FLARED END SECTION CURB BOX FIRE HYDRANT MANHOLE WATER REDUCER VALVE NEW TOPOGRAPHIC SYMBOLS SANITARY CLEANOUT BOLLARD SANITARY OR STORM LIFT STATION RIP RAP DRAINAGE FLOW ABBREVIATIONS AD ALGEBRAIC DIFFERENCE BV BUTTERFLY VALVE BVCE BEGIN VERTICAL CURVE ELEVATION BVCS BEGIN VERTICAL CURVE STATION ℄CENTER LINE CL. CLASS CMP CORRUGATED METAL PIPE C.O. CHANGE ORDER DIP DUCTILE IRON PIPE EL/ELEV ELEVATION EVCE END VERTICAL CURVE ELEVATION EVCS END VERTICAL CURVE STATION EX EXISTING FES FLARED END SECTION F/F FACE TO FACE FM FORCE MAIN F.O. FIELD ORDER GV GATE VALVE HP HIGH POINT HWL HIGH WATER LEVEL INV INVERT K CURVE COEFFICIENT LP LOW POINT MH MANHOLE (SANITARY) NTS NOT TO SCALE NWL NORMAL WATER LEVEL PC POINT OF CURVE PCC COMPOUND CURVE PI POINT OF INTERSECTION ⅊PROPERTY LINE PPVC PERFORATED POLYVINYL CHLORIDE PIPE PRC POINT OF REVERSE CURVE PT POINT OF TANGENT PVC POLYVINYL CHLORIDE PIPE PVI POINT OF VERTICAL INTERSECTION R RADIUS RCP REINFORCED CONCRETE PIPE R/W RIGHT-OF-WAY SS STORM SEWER STRUCTURE STA STATION TCE TEMPORARY CONSTRUCTION EASEMENT TNH TOP NUT HYDRANT TYP TYPICAL VC VERTICAL CURVE WM WATER MAIN SANITARY SEWER SANITARY SERVICE STORM SEWER DRAINTILE STORM SEWER WATER MAIN WATER SERVICE BOUNDARY EXISTING EASEMENT LINE EXISTING RIGHT-OF-WAY EXISTING CONTOUR MINOR EXISTING CONTOUR MAJOR NEW CONTOUR MINOR NEW CONTOUR MAJOR NEW GRADING LIMITS / SLOPE LIMITS NEW SPOT ELEVATION EXISTING SPOT ELEVATION RUN:RISE (SLOPE) EXISTING NEW PEDESTRIAN RAMP STORM SEWER OUTLET STRUCTURE STORM SEWER OVERFLOW STRUCTURE STA:5+67.19 980.87 HATCH PATTERNS NEW DEMOLITION CONCRETE GRAVEL ASPHALT ROAD/DWY ASPHALT ROAD/DWY EXISTING CENTERLINE 744.40 743.21 745.47 743.78 SHEET NUMBER SURVEY APPROVED DESIGNED DRAWN PROJ. NO. WA S P R E P A R E D B Y M E O R U N D E R M Y D I R E C T S U P E R V I S I O N I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , O R R E P O R T AN D T H A T I A M A D U L Y L I C E N S E D UN D E R T H E L A W S O F T H E S T A T E O F PR I N T N A M E : SI G N A T U R E : DA T E : LI C . N O . CHECKED Pl o t D a t e : 0 4 / 0 9 / 2 0 2 5 - 4 : 3 0 p m Dr a w i n g n a m e : \ \ U S 0 2 4 2 - P P F S S 0 1 \ S H A R E D _ P R O J E C T S \ 1 9 3 8 0 7 2 2 9 \ d r a f t i n g \ 0 3 - D E S I G N \ 1 _ C A D \ 3 P L A N S H E E T S \ 1 9 3 8 0 7 2 2 9 - G 0 0 2 . d w g Xr e f s : , 1 9 3 8 0 7 2 2 9 B O R D E R TH E C O N T R A C T O R S H A L L V E R I F Y A N D B E R E S P O N S I B L E F O R A L L D I M E N S I O N S . D O N O T S C A L E T H E DR A W I N G - A N Y E R R O R S O R O M I S S I O N S S H A L L B E R E P O R T E D T O S T A N T E C W I T H O U T D E L A Y . TH E C O P Y R I G H T S T O A L L D E S I G N S A N D D R A W I N G S A R E T H E P R O P E R T Y O F S T A N T E C . R E P R O D U C T I O N OR U S E F O R A N Y P U R P O S E O T H E R T H A N T H A T A U T H O R I Z E D B Y S T A N T E C I S F O R B I D D E N . CI T Y O F C O R C O R A N , M I N N E S O T A CO R C O R A N C I T Y P A R K I M P R O V E M E N T S 193807229 DA T E NO R E V I S I O N SDB JJE JJE MJS SKH EN G I N E E R MI N N E S O T A ST E V E N H E G L A N D 04 / 1 1 / 2 0 2 5 5 2 2 4 3 04 / 1 1 / 2 0 2 5 1 P E R M I T S E T STORM SEWER SANITARY SEWER WATERMAIN UNDERGROUND GAS LINE QUALITY LEVEL D COM UNDERGROUND COMMUNICATION LINE F/O F/O UNDERGROUND FIBER OPTIC LINE UNDERGROUND ELECTRIC LINE OHP OVERHEAD UTILITY LINE SANITARY MANHOLE CLEANOUT STORM SEWER MANHOLE STORM SEWER INLET FLARED END SECTION CURB STOP HYDRANT WATER VALVE EB TP WV DYH IRRIGATION CONTROL VALVE COMMUNICATIONS PEDESTAL TELEPHONE MANHOLE ELECTRICAL PEDESTAL ELECTRIC METER TRANSFORMER G-002 G-D E E WET FENCE - CHAIN LINK TREE LINE WETLAND EDGE UTILITY POLE ANCHOR CABLE LIGHT POLE STREET SIGN DECIDUOUS TREE SHRUB/PERENNIAL PLANT CONIFEROUS TREE BLEACHER BUILDING LE G E N D GRAVEL EROSION CONTROL EROSION CONTROL BLANKET ROCK CONSTRUCTION EXIT MNDOT SEEDMIX 25-151 ORNAMENTAL TREE MNDOT SEEDMIX 33-261 MNDOT SEEDMIX 35-242 SHEET NUMBER SURVEY APPROVED DESIGNED DRAWN PROJ. NO. WA S P R E P A R E D B Y M E O R U N D E R M Y D I R E C T S U P E R V I S I O N I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , O R R E P O R T AN D T H A T I A M A D U L Y L I C E N S E D UN D E R T H E L A W S O F T H E S T A T E O F PR I N T N A M E : SI G N A T U R E : DA T E : LI C . N O . CHECKED Pl o t D a t e : 0 4 / 0 9 / 2 0 2 5 - 4 : 3 0 p m Dr a w i n g n a m e : \ \ U S 0 2 4 2 - P P F S S 0 1 \ S H A R E D _ P R O J E C T S \ 1 9 3 8 0 7 2 2 9 \ d r a f t i n g \ 0 3 - D E S I G N \ 1 _ C A D \ 3 P L A N S H E E T S \ 1 9 3 8 0 7 2 2 9 - G 0 0 2 . d w g Xr e f s : , 1 9 3 8 0 7 2 2 9 B O R D E R TH E C O N T R A C T O R S H A L L V E R I F Y A N D B E R E S P O N S I B L E F O R A L L D I M E N S I O N S . D O N O T S C A L E T H E DR A W I N G - A N Y E R R O R S O R O M I S S I O N S S H A L L B E R E P O R T E D T O S T A N T E C W I T H O U T D E L A Y . TH E C O P Y R I G H T S T O A L L D E S I G N S A N D D R A W I N G S A R E T H E P R O P E R T Y O F S T A N T E C . R E P R O D U C T I O N OR U S E F O R A N Y P U R P O S E O T H E R T H A N T H A T A U T H O R I Z E D B Y S T A N T E C I S F O R B I D D E N . CI T Y O F C O R C O R A N , M I N N E S O T A CO R C O R A N C I T Y P A R K I M P R O V E M E N T S 193807229 DA T E NO R E V I S I O N SDB JJE JJE MJS SKH EN G I N E E R MI N N E S O T A ST E V E N H E G L A N D 04 / 1 1 / 2 0 2 5 5 2 2 4 3 04 / 1 1 / 2 0 2 5 1 P E R M I T S E T GENERAL NOTES TRAFFIC CONTROL NOTES EROSION CONTROL NOTES GRADING NOTES STORM SEWER NOTES DEWATERING NOTES PAVING, PAVEMENT MARKING, AND SIGNAGE NOTES 1. SEE GENERAL NOTES FOR ADDITIONAL PROJECT AND SITE INFORMATION. 2. CONTRACTOR SHALL COORDINATE CONSTRUCTION STAGING, ON OR OFFSITE, AS NECESSARY TO COMPLETE THE WORK. IF OFFSITE STAGING AREA IS REQUIRED, CONTRACTOR IS RESPONSIBLE TO FIND, OBTAIN, AND PAY FOR NECESSARY STAGING AREA AT NO ADDITIONAL COST TO THE OWNER. SUBMIT A STAGING PLAN TO THE ENGINEER FOR REVIEW BEFORE STARTING WORK. 3. CONTRACTOR RESPONSIBLE FOR ALL TRAFFIC CONTROL AND DETOURS. TRAFFIC CONTROL AND DETOURS MUST BE IN ACCORDANCE WITH THE LATEST EDITION OF THE MN MUTCD, INCLUDING LATEST FIELD MANUAL FOR TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS. SUBMIT TRAFFIC CONTROL PLAN AND DETOUR PLAN TO HENNEPIN COUNTY AND ENGINEER FOR REVIEW BEFORE CONSTRUCTION RELATED ACTIVITIES. PLANS MUST COMPLY WITH APPLICABLE PERMIT REQUIREMENTS. CONTRACTOR MUST SCHEDULE WORK IMPACTING COUNTY ROAD 10 AND COUNTY ROAD 50 WITH THE CITY OF CORCORAN, HENNEPIN COUNTY AND ENGINEER. CLOSURES OR DETOURS MUST BE APPROVED BY CITY OF CORCORAN AND HENNEPIN COUNTY PRIOR TO STARTING WORK. 4. CONTRACTOR SHALL MAINTAIN TWO-WAY TRAFFIC ON COUNTY ROAD 50 AND COUNTY ROAD 10 AT ALL TIMES, UNLESS APPROVED BY THE ROAD AUTHORITY. 1. SEE GENERAL NOTES FOR ADDITIONAL PROJECT AND SITE INFORMATION. 2. PERIMETER CONTROL ALONG GRADING AREAS ARE SHOWN OFFSET FROM GRADING LIMITS FOR CLARITY. PERIMETER CONTROL IS TO BE INSTALLED AT THE GRADING LIMITS OR AS DIRECTED BY ENGINEER. 3. CONTRACTOR SHALL CONFORM TO AND CONDUCT INSPECTIONS IN ACCORDANCE WITH THE NPDES PERMIT AND SWPPP REQUIREMENTS. 4. BEFORE SITE DISTURBANCE AND AS REQUIRED AS CONSTRUCTION PROGRESSES, CONTRACTOR SHALL INSTALL, MAINTAIN, REPAIR, AND REPLACE EROSION PREVENTION MEASURES AND SEDIMENT CONTROL DEVICES (INLET PROTECTION, CONSTRUCTION ENTRANCE, SILT FENCE, EROSION CONTROL BLANKET, ETC.) IN ACCORDANCE WITH THE SWPPP, NPDES PERMIT, AND CITY, STATE, AND WATERSHED PERMITS. 5. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED DEPENDING ON SITE CONDITIONS DURING CONSTRUCTION. COORDINATE WITH ENGINEER. 6. CONTRACTOR SHALL STABILIZE ALL EXPOSED SOIL AREAS WITHIN THE CONSTRUCTION LIMITS WITHIN 7 DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE THAT HAS TEMPORARILY (WILL NOT RESUME FOR A PERIOD EXCEEDING 14 CALENDAR DAYS) OR PERMANENTLY CEASED. STABILIZATION MUST BE INITIATED PROMPTLY. 7. CONTRACTOR SHALL REMOVE ANY SEDIMENT THAT HAS TRACKED ONTO PAVED SURFACES BOTH ON AND OFFSITE WITHIN 24 HOURS AND AS DIRECTED BY ENGINEER. SWEEP STREET IN ACCORDANCE WITH CITY, COUNTY, STATE, AND NDPES PERMIT REQUIREMENTS. 8. CONTRACTOR SHALL COMPLETE CONCRETE WASH-OUT OFF-SITE OR PROVIDE SELF-CONTAINED CONCRETE READY MIX TRUCKS. 9. CONTRACTOR SHALL MINIMIZE DUST FROM CONSTRUCTION OPERATIONS BY PROVIDING WATER OR OTHER APPROVED METHOD ON A DAILY BASIS. 10. CONTRACTOR SHALL PHASE GRADING WORK TO MINIMIZE THE DURATION THAT DISTURBED SOIL IS EXPOSED. 11. CONTRACTOR SHALL LOCATE SOIL STOCKPILES NO LESS THAN 50 FEET FROM ROADWAYS, STORMWATER INLETS, PONDS, WETLANDS, DRAINAGE CHANNELS, AND OTHER SURFACE WATERS. IF REMAINING FOR MORE THAN 7 DAYS, STABILIZE THE STOCKPILES BY MULCHING, VEGETATED COVER, TARPS, OR OTHER MEANS IN ACCORDANCE WITH THE NPDES PERMIT. PLACE PERIMETER SEDIMENT CONTROLS AROUND STOCKPILES TO CONTROL EROSION. COVER TEMPORARY STOCKPILES LOCATED ON PAVED SURFACES IF LEFT FROM MORE THAN 24 HOURS. 12. CONTRACTOR SHALL REMOVE ALL EROSION CONTROL MEASURES AFTER SITE HAS BEEN STABILIZED AND VEGETATION IS ESTABLISHED AS DIRECTED BY ENGINEER. EROSION CONTROL MEASURES USED FOR CONSTRUCTION MUST NOT BE REMOVED UNTIL AUTHORIZED BY OWNER OR ENGINEER. 13. CONTRACTOR SHALL SUBMIT THE NOTICE OF TERMINATION AT THE COMPLETION OF THE PROJECT IN ACCORDANCE WITH THE NPDES PERMIT AND SWPPP REQUIREMENTS. 1. SEE GENERAL NOTES FOR ADDITIONAL PROJECT AND SITE INFORMATION. 2. PROPOSED CONTOURS ARE TO FINISHED SURFACE GRADE, UNLESS NOTED OTHERWISE. 3. THE SITE HAS NOT NECESSARILY BEEN DESIGNED TO BALANCE THE ON-SITE MATERIALS. SUITABLE OFFSITE IMPORT MATERIAL MAY BE NECESSARY TO ACHIEVE THE FINAL GRADES SHOWN ON THE DRAWINGS. CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL ENGINEER TO VERIFY IMPORT, FROM CONTRACTOR DETERMINED SOURCE, IS SUITABLE FOR USE. EXCESS MATERIAL, UNLESS NOTED OTHERWISE, IS THE PROPERTY OF THE CONTRACTOR AND IS TO BE MOVED AND DISPOSED OF OFFSITE IN ACCORDANCE WITH APPLICABLE LAWS. 4. CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE AND ENSURE NO PONDING IN PAVED AREAS. CONTRACTOR SHALL NOTIFY ENGINEER IN WRITING IF GRADING DISCREPANCIES ARE FOUND IN EXISTING OR PROPOSED GRADES PRIOR TO PLACEMENT OF PAVEMENT. OBSERVE PAVEMENT AREAS FOR EVIDENCE OF PONDING BEFORE PLACEMENT OF PAVEMENT TO ENSURE DRAINAGE IS ADEQUATE TO INTENDED AREA. 5. CONTRACTOR SHALL BACKFILL SUBGRADE AND TRENCH EXCAVATIONS PROMPTLY FOR PUBLIC SAFETY AND ACCESS TO DRIVEWAYS. 6. CONTRACTOR SHALL PROVIDE TOPSOIL, SEED/SOD AND MULCH IN ACCORDANCE WITH THE LANDSCAPE PLAN . 7. ALL DISTURBED PERVIOUS AREAS ARE TO RECEIVE 6 INCHES OF SALVAGED TOPSOIL IN ACCORDANCE WITH THE LANDSCAPE PLAN, UNLESS NOTED OTHERWISE. CONTRACTOR SHALL SALVAGE TOPSOIL BEFORE GRADING, AND STOCKPILE FOR RESPREADING. 8. EXISTING TOPSOIL ON SITE VARIES IN DEPTH. CONTRACTOR SHALL REMOVE SURFACE VEGETATION AND TOPSOIL AND OTHER LOOSE, SOFT OR OTHERWISE UNSUITABLE MATERIAL FROM THE IMPERVIOUS AREAS AND OTHER AREAS AS DIRECTED BY THE GEOTECHNICAL ENGINEER BEFORE PLACEMENT OF SUITABLE FILL MATERIAL. 9. CONTRACTOR SHALL EXCAVATE AND DISPOSE OF UNSUITABLE OR CONTAMINATED SOILS DISCOVERED ONSITE IN ACCORDANCE WITH APPLICABLE REGULATIONS AND AS DIRECTED BY GEOTECHNICAL ENGINEER. 10. CONTRACTOR IS RESPONSIBLE FOR MEETING GRADING/COMPACTION REQUIREMENTS OUTLINED IN THE GEOTECHNICAL REPORT AND SPECIFICATIONS FOR THE PROJECT. 11. CONTRACTOR SHALL CONSTRUCT/GRADE SIDEWALKS AND ACCESSIBLE ROUTES INCLUDING CROSSING DRIVEWAYS IN ACCORDANCE WITH CURRENT ADA STATE AND NATIONAL STANDARDS. NOTIFY ENGINEER IN WRITING IMMEDIATELY IF ADA CRITERIA CANNOT BE MET AT ANY LOCATION. 12. EXISTING SPOT ELEVATIONS AT MATCH POINTS ARE BASED ON INTERPOLATED POINT TO POINT SURVEY DATA. CONTRACTOR IS RESPONSIBLE FOR VERIFYING CONNECTION POINTS PRIOR TO INSTALLATION OF IMPROVEMENTS. CONTRACTOR SHALL NOTIFY ENGINEER IN WRITING IMMEDIATELY OF ANY FIELD DISCREPANCIES. CONTRACTOR IS RESPONSIBLE FOR MAKING NECESSARY ADJUSTMENTS IN THE FIELD FOR CONSTRUCTABILITY, REGULATORY COMPLIANCE (ADA), POSITIVE DRAINAGE, AND TO ENSURE SMOOTH TRANSITIONS TO FIELD CONDITIONS. CONTRACTOR IS RESPONSIBLE FOR REWORK OF A DISCREPANCY THAT IS NOT COMMUNICATED TO THE ENGINEER IN WRITING AT NO ADDITIONAL COST TO THE OWNER. 1. CONTRACTOR SHALL PROVIDE 10 FEET MINIMUM HORIZONTAL SEPARATION (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE/STRUCTURE) BETWEEN WATER LINES AND SANITARY OR STORM LINES AND STRUCTURES. 2. CONTRACTOR SHALL PROVIDE 24 INCH MINIMUM VERTICAL SEPARATION (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE/STRUCTURE) BETWEEN WATER LINES AND OTHER UTILITY LINES. PROVIDE INSULATION WHERE WATER, SANITARY, OR STORM UTILITIES CROSS. OFFSET WATERMAIN AND SERVICES AS NECESSARY. 3. CONTRACTOR SHALL VERIFY PIPE SIZE, MATERIAL, AND ELEVATION FOR CONNECTIONS. PROVIDE APPROPRIATE PIPES AND FITTINGS REQUIRED TO MAKE CONNECTIONS TO EXISTING INFRASTRUCTURE AS VERIFIED IN THE FIELD. 4. CONTRACTOR IS RESPONSIBLE FOR PROPERLY LOCATING AND INSTALLING CATCH BASINS SO THAT THE INLET FRAME AND GRATE PROPERLY ALIGN WITH CURB AND GUTTER. 5. PIPE LENGTH INDICATED BETWEEN STRUCTURES IS FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE UNLESS NOTED OTHERWISE. PIPE LENGTH INDICATED BETWEEN STRUCTURE AND FLARED END SECTION IS FROM CENTER OF STRUCTURE TO END OF FLARED END SECTION. 6. PIPE INVERT INDICATED AT FLARED END SECTION IS AT THE END OF THE FLARED END SECTION. 7. A FLEXIBLE COMPRESSION JOINT MUST BE USED TO MAKE WATERTIGHT CONNECTIONS TO ALL MANHOLES. RESILIENT RUBBER JOINTS MEETING ASTM C923 MAY BE USED. SEE DETAIL 16 ON SHEET C-807. (INCIDENTAL) 8. PROVIDE ALL FITTINGS (BENDS, WYES, TEES, COUPLINGS, ETC.) AS NECESSARY FOR PROPOSED DRAINTILE AND PVC STORM SEWER. (INCIDENTAL) 1. CONTRACTOR SHALL ANTICIPATE GROUND WATER. NO BID ITEM HAS BEEN PROVIDED FOR DEWATERING AS ALL DEWATERING WORK NECESSARY FOR CONSTRUCTION WILL BE CONSIDERED INCIDENTAL TO OTHER WORK. 2. CONTRACTOR SHALL OBTAIN APPLICABLE REQUIRED PERMITS (INCLUDING MN DNR WATER APPROPRIATION PERMIT) AND SUBMIT DEWATERING PLAN TO ENGINEER FOR REVIEW. DEWATERING MUST MEET PERMIT REQUIREMENTS AND BE ACCEPTED BEFORE STARTING CONSTRUCTION ACTIVITIES. 3. CONTRACTOR MUST DEWATER IN ACCORDANCE WITH THE PROJECT SWPPP AND NPDES PERMIT. 4. CONTRACTOR MUST DISCHARGE TURBID OR SEDIMENT-LADEN WATER RELATED TO DEWATERING OR BASIN DRAINING (E.G. PUMPED DISCHARGES, TRENCH/DITCH CUTS FOR DRAINAGE) TO A TEMPORARY OR PERMANENT SEDIMENTATION BASIN ON THE PROJECT SITE UNLESS INFEASIBLE. CONTRACTOR MAY DISCHARGE FROM THE TEMPORARY OR PERMANENT SEDIMENTATION BASINS TO THE SURFACE WATERS IF THE BASIN WATER HAS BEEN VISUALLY CHECKED TO ENSURE ADEQUATE TREATMENT HAS BEEN OBTAINED IN THE BASIN AND THAT NUISANCE CONDITIONS (SEE MINNESOTA RULES CHAPTER 7050.0210, SUBPART 2) WILL NOT RESULT FROM THE DISCHARGE. IF THE WATER CANNOT BE DISCHARGED TO A SEDIMENTATION BASIN PRIOR TO ENTERING THE SURFACE WATER, IT MUST BE TREATED WITH THE APPROPRIATE BMPs (E.G. SILT BAGS), SUCH THAT THE DISCHARGE DOES NOT ADVERSELY AFFECT THE RECEIVING WATER OR DOWNSTREAM PROPERTIES. IF THE CONTRACTOR MUST DISCHARGE WATER THAT CONTAINS OIL OR GREASE, THE CONTRACTOR MUST USE AN OIL-WATER SEPARATOR OR SUITABLE FILTRATION DEVICE (E.G. CARTRIDGE FILTERS, ABSORBENTS PADS) PRIOR TO DISCHARGING THE WATER. THE CONTRACTOR MUST ENSURE THAT DISCHARGE POINTS ARE ADEQUATELY PROTECTED FROM EROSION AND SCOUR. THE DISCHARGE MUST BE DISPERSED OVER NATURAL ROCK RIPRAP, SANDBAGS, PLASTIC SHEETING, OR OTHER ACCEPTED ENERGY DISSIPATION MEASURES. 5. CONTRACTOR MUST DISCHARGE WATER FROM DEWATERING OR BASIN-DRAINING ACTIVITIES IN A MANNER THAT DOES NOT CAUSE NUISANCE CONDITIONS, EROSION IN RECEIVING CHANNELS OR ON DOWN SLOPE PROPERTIES, OR INUNDATION IN WETLANDS CAUSING SIGNIFICANT ADVERSE IMPACT TO THE WETLAND. 6. IF THE CONTRACTOR IS USING FILTERS WITH BACKWASH WATER, THE CONTRACTOR MUST HAUL THE BACKWASH WATER AWAY FOR DISPOSAL, RETURN THE BACKWASH WATER TO THE BEGINNING OF THE TREATMENT PROCESS, OR INCORPORATE THE BACKWASH WATER INTO THE SITE IN A MANNER THAT DOES NOT CAUSE EROSION. THE CONTRACTOR MAY DISCHARGE BACKWASH WATER TO THE SANITARY SEWER IF PERMISSION IS GRANTED BY THE SANITARY SEWER AUTHORITY. THE CONTRACTOR MUST REPLACE AND CLEAN THE FILTER MEDIA USED IN DEWATERING DEVICES WHEN REQUIRED TO RETAIN ADEQUATE FUNCTION. 1. CONSTRUCTION AND MATERIALS WITHIN PUBLIC RIGHT-OF-WAY MUST BE IN ACCORDANCE WITH LOCAL OR COUNTY SPECIFICATIONS AND STANDARDS. MN/DOT SPECIFICATIONS AND STANDARDS APPLY IF NOT COVERED BY LOCAL OR COUNTY REGULATIONS. 2. SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL DEVICES MUST BE IN ACCORDANCE WITH THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MnMUTCD) AND CITY OF CORCORAN AND HENNEPIN COUNTY STANDARDS. 3. CONTRACTOR SHALL FURNISH ALL PAVEMENT MARKINGS FOR ROADWAYS, STOP BARS, TURN ARROWS, SIGNS AND MISCELLANEOUS STRIPING WITHIN THE PROJECT AREA AS SHOWN ON THE PLANS. 4. EXACT LOCATION OF PAVEMENT MARKINGS TO BE FIELD LOCATED BY ENGINEER. 5. THE ROAD/PAVEMENT SURFACE SHALL BE CLEANED AT THE DIRECTION OF THE ENGINEER JUST PRIOR TO APPLICATION. PAVEMENT CLEANING SHALL CONSIST OF AT LEAST BRUSHING WITH A ROTARY BROOM (NON-METALLIC) OR AS RECOMMENDED BY THE MATERIAL MANUFACTURER AND ACCEPTABLE TO THE ENGINEER. (INCIDENTAL) 6. CONTRACTOR IS REQUIRED TO WAIT THE REQUIRED TIME IN ACCORDANCE WITH THE PAVEMENT MARKING MANUFACTURER'S REQUIREMENTS AFTER FINAL PAVEMENT LIFT TO APPLY STRIPING ON NEW PAVEMENT. THE PAVEMENT MARKING APPLICATION SHALL IMMEDIATELY FOLLOW THE PAVEMENT CLEANING. 7. OPERATIONS SHALL BE CONDUCTED ONLY WHEN THE ROAD PAVEMENT SURFACE TEMPERATURES ARE 50 DEGREES FAHRENHEIT OR GREATER PER MANUFACTURES REQUIREMENTS. 8. CONTRACTOR SHALL MAINTAIN STOP SIGNS, SPEED LIMIT SIGNS AND STREET NAME SIGNS AT ALL TIMES DURING CONSTRUCTION. 9. SEE MN/DOT STANDARD SIGN MANUAL FOR PUNCHING CODE AND DETAILED DRAWINGS OF TYPE "C" AND TYPE "D" SIGN PANELS. 10. SEE MN/DOT MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES PART II FOR DETAILS OF TRAFFIC SIGN INSTALLATION. 11. SQUARE TUBULAR SIGN POSTS SHALL CONFORM TO MN/DOT SPEC 3402. 12. MINIMUM VERTICAL CLEARANCE IS 7 FOOT. SEE MMUTCD FOR DETAILS. 13. SIGNS SHALL INCLUDE NUMBER AND SIZE OF POSTS IN ACCORDANCE WITH MN/DOT WIND LOADING CHART FOR SIGNS ON SQUARE TUBE POSTS. 14. MOUNT SIGNS IN ACCORDANCE WITH SQUARE TUBE SIGN MOUNTING DETAILS SHEET. 15. SIGN THICKNESS SHALL BE IN ACCORDANCE WITH MN/DOT SPEC 3352. 1. EXISTING CONDITIONS SHOWN ARE FROM A COMBINATION OF TOPOGRAPHIC SURVEY AND LIDAR DATA COMPLETED BY STANTEC DATED JULY 26, 2024. EXISTING FEATURES MAY NOT BE EXACT TO THEIR LOCATION. CONTRACTOR RESPONSIBLE FOR VERIFYING THE CONDITIONS OF THE SITE AND MUST IMMEDIATELY NOTIFY THE ENGINEER OF DISCREPANCIES OR VARIATIONS FROM THE DRAWINGS. 2. SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF CI/ASCE 38-2 ENTITLED “STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA”. EXACT LOCATION/DEPTH OF SUBSURFACE UTILITIES SUCH AS GAS, TELEPHONE, FIBER OPTIC, SEWER, WATER, PIPELINES, ELECTRICAL, AND CABLE TV ARE UNKNOWN AND THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. 3. CONTRACTOR RESPONSIBLE FOR CONTACTING GOPHER STATE ONE CALL (1-800-252-1166) A MINIMUM OF 48 HOURS IN ADVANCE (EXCLUDING THE DAY OF THE REQUEST AND EXCLUDING HOLIDAYS AND WEEKENDS) BEFORE STARTING WORK FOR LOCATIONS OF UNDERGROUND UTILITIES. 4. CONTRACTOR SHALL ANTICIPATE PRIVATE UTILITY CONFLICTS THROUGHOUT THE PROJECT SUB CUT AND TRENCH AREAS AND MUST COORDINATE THE RELOCATION OR PROTECTION OF EXISTING UTILITIES, OR INSTALLATION OF NEW UTILITIES WITH UTILITY OWNERS THAT MAY HAVE BURIED OR AERIAL UTILITIES WITHIN OR NEAR THE CONSTRUCTION AREA BEFORE STARTING WORK. COSTS FOR SUCH WORK, INCLUDING EXTRA TIME AND EFFORT FOR PROVISIONS NECESSARY TO WORK AROUND OR UNDER UTILITIES, IS THE RESPONSIBILITY OF THE CONTRACTOR WITH NO ADDITIONAL COST TO THE OWNER. FEES OR CHARGES WHICH ARE TO BE PAID TO THE UTILITY COMPANY, INCLUDING WORK THAT MUST BE PERFORMED BY THE UTILITY COMPANY, ARE AT NO ADDITIONAL COST TO THE OWNER. 5. QUANTITIES ARE APPROXIMATE, AND MAY VARY TO ALLOW COMPLETION OF WORK. 6. WORK AND MATERIALS MUST COMPLY WITH CITY, COUNTY, STATE, AND FEDERAL (INCLUDING OSHA) REGULATIONS AND CODES. 7. CONTRACTOR SHALL COORDINATE WORK WITH OTHER CONTRACTORS PERFORMING WORK AT OR NEAR THE SITE. 8. CONTRACTOR SHALL COORDINATE AND MAINTAIN ACCESS TO ADJACENT PROPERTIES THROUGHOUT CONSTRUCTION. 9. CONTRACTOR SHALL COORDINATE AND MAINTAIN MAIL, GARBAGE, AND RECYCLING SERVICES TO PROPERTIES THROUGHOUT CONSTRUCTION. 10. CONTRACTOR SHALL COORDINATE AND MAINTAIN STORMWATER DRAINAGE CONVEYANCE THROUGHOUT CONSTRUCTION (BOTH PIPED AND OVERLAND FLOW). 11. CONTRACTOR SHALL COORDINATE AND MAINTAIN UTILITY SERVICES TO ADJACENT PROPERTIES AT ALL TIMES. UTILITY SERVICE MUST NOT BE INTERRUPTED WITHOUT APPROVAL FROM OWNER AND ADJACENT PROPERTIES AND THE CITY. 12. CONTRACTOR SHALL COORDINATE WITH UTILITY SERVICES FOR SMALL UTILITY INSTALLATION. 13. CONSTRUCTION LIMITS ARE TO LIMITS SHOWN UNLESS NOTED OTHERWISE. CONTRACTOR SHALL RESTRICT CONSTRUCTION ACTIVITIES TO AREAS DESIGNATED ON PLANS WITHIN THE CONSTRUCTION LIMITS. 14. CONTRACTOR SHALL PRESERVE AND PROTECT EXISTING PAVEMENT, SITE FEATURES, UTILITIES, TREES, ETC., UNLESS NOTED OR SHOWN OTHERWISE. 15. EXISTING PAVEMENT AND SITE CONDITIONS HAVE BEEN DOCUMENTED, AND ANY DAMAGE TO THE EXISTING PAVEMENT, CURBING, STRIPING, OR OTHER SITE FEATURE TO REMAIN MUST BE REPLACED BY THE CONTRACTOR, TO OWNER'S SATISFACTION, AT NO ADDITIONAL COST TO THE OWNER. 16. CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING CONSTRUCTION AND WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES. 17. CONTRACTOR MUST IMMEDIATELY NOTIFY THE OWNER AND ENGINEER OF DISCREPANCIES OR CONFLICTS IN THE CONTRACT DOCUMENTS BEFORE COMMENCING WORK. NO FIELD CHANGES OR DEVIATIONS ARE TO BE MADE WITHOUT PRIOR APPROVAL FROM THE OWNER AND ENGINEER. FAILURE TO NOTIFY OWNER AND ENGINEER OF AN IDENTIFIABLE CONFLICT BEFORE PROCEEDING WITH INSTALLATION RELIEVES OWNER OF ANY OBLIGATION TO PAY FOR A RELATED CHANGE ORDER. 18. CONTRACTOR SHALL HAVE ONE COPY OF EACH REQUIRED CONSTRUCTION PERMIT AND ONE COPY OF THE MOST CURRENT AND COMPLETE SET OF CONSTRUCTION DOCUMENTS (INCLUDING PLANS, SPECIFICATIONS, GEOTECHNICAL REPORT AND SPECIAL CONDITIONS AND PROVISIONS) AVAILABLE AT THE PROJECT SITE AT ALL TIMES. 19. CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR IMPLEMENTATION AND ENFORCEMENT OF SAFE WORK PRACTICES, INCLUDING, BUT NOT LIMITED TO PERONNEL MONITORING, USE OF TRENCHING, SHEETING, AND SHORING, SCAFFOLDING; MATERIALS HANDLING AND DRILLING; OPERATION OF EQUIPMENT; AND SAFETY OF PUBLIC DURING PROGRESS OF WORK. 20. CONTRACTOR SHALL PLAN FOR AND ENSURE PERSONNEL COMPLY WITH BASIC PROVISIONS OF OSHA SAFETY AND HEALTH STANDARDS (29 CFR 1910) AND GENERAL CONSTRUCTION STANDARDS (29 CFR 1926) AS APPROPRIATE. 21. CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING, AND SUPERVISING SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH WORK. CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS FOR SAFETY OF EMPLOYEES ON PROJECT SITE AND OTHER PERSONS AND ORGANIZATIONS WHO MAY BE AFFECTED BY THE PROJECT. CONTRACTOR'S DUTIES AND RESPONSIBILITIES FOR SAFETY IN CONNECTION WITH WORK SHALL CONTINUE UNTIL SUCH TIME AS ALL WORK IS COMPLETED, AND ENGINEER HAS ISSUED NOTICE TO CONTRACTOR THAT WORK IS COMPLETE. . 22. HAZARDOUS MATERIALS, INCLUDING BUT NOT LIMITED TO OIL, GASOLINE, PAINT AND ANY HAZARDOUS SUBSTANCE MUST BE PROPERLY STORED, BY THE CONTRACTOR, INCLUDING SECONDARY CONTAINMENTS, TO PREVENT SPILLS, LEAKS OR OTHER DISCHARGE. RESTRICTED ACCESS TO STORAGE AREAS MUST BE PROVIDED TO PREVENT VANDALISM. STORAGE AND DISPOSAL OF HAZARDOUS WASTE MUST BE IN COMPLIANCE WITH MCPA REGULATIONS. CONTRACTOR SHALL REMOVE SPILL OF FUELS, OILS, OR OTHER CHEMICALS IMMEDIATELY UPON DETECTION. REMOVAL / DEMOLITION NOTES 1. SEE GENERAL NOTES FOR ADDITIONAL PROJECT AND SITE INFORMATION. 2. CONTRACTOR SHALL OBTAIN PERMITS REQUIRED FOR DEMOLITION, REMOVAL AND DISPOSAL. 3. CONTRACTOR SHALL REVIEW FEATURES NOT SPECIFICALLY IDENTIFIED ON PLAN FOR SALVAGE OR REMOVAL THAT CONFLICT WITH CONSTRUCTION WITH THE ENGINEER. 4. MATERIALS REMOVED/DEMOLISHED BY CONTRACTOR BECOME PROPERTY OF THE CONTRACTOR, UNLESS OTHERWISE NOTED. CONTRACTOR SHALL LOAD AND HAUL MATERIAL OFF-SITE AND PROPERLY DISPOSE OF MATERIALS IN ACCORDANCE WITH APPLICABLE REGULATIONS. CONTRACTOR MUST LEAVE THE SITE IN A CONDITION TO THE SATISFACTION OF THE OWNER AND ENGINEER. 5. CONTRACTOR SHALL SAWCUT FULL DEPTH AT PAVEMENT REMOVAL LIMITS AND AS NECESSARY TO CREATE A SMOOTH FIT/TRANSITION ALONG MATCHING PAVEMENT AREAS. 6. CONTRACTOR SHALL COORDINATE UTILITY REMOVAL WORK WITH APPROPRIATE UTILITY OWNER. 7. CONTRACTOR SHALL SALVAGE AND REINSTALL STREET AND TRAFFIC SIGNS IN CONFLICT WITH CONSTRUCTION ACTIVITIES AS NOTED OR AS DIRECTED BY ENGINEER. IF SIGNS ARE DAMAGED DURING CONSTRUCTION, CONTRACTOR REQUIRED TO PROVIDE NEW SIGNS AT NO ADDITIONAL COST TO THE OWNER. 8. IN THE EVENT THAT UNKNOWN CONTAINERS OR TANKS ARE ENCOUNTERED, THE CONTRACTOR MUST CONTACT THE ENGINEER IMMEDIATELY. ALL CONTAINERS OR TANKS MUST BE DISPOSED OF PROPERLY AT A REGULATED/PERMITTED FACILITY. 9. CONTRACTOR SHALL REVIEW ALL TREE REMOVALS WITH THE OWNER AND ENGINEER PRIOR TO REMOVAL OPERATIONS. 10. CLEARING AND GRUBBING OPERATIONS MUST COMPLY WITH THE FOLLOWING: A. PROTECT ALL TREES AND PLANTS NOT DESIGNATED FOR REMOVAL. B. CONDUCT OPERATIONS IN SUCH A MANNER THAT DOES NOT DAMAGE PROTECTED TREES AND VEGETATION OUTSIDE THE CONSTRUCTION LIMITS. C. CUT, REMOVE, AND DISPOSE OF TREES, BRUSH, SHRUBS, WINDFALLS, LOGS, STUMPS, ROOTS, FALLEN TIMBER, AND OTHER VEGETATION. D. BACKFILL DEPRESSIONS WITH NATIVE SOILS OR SUITABLE FILL MATERIAL AS REQUIRED BY DESIGN OR AS DIRECTED BY THE GEOTECHNICAL ENGINEER AND COMPACT BACKFILL AS DIRECTED. E. DISPOSE OF DEBRIS IN ACCORDANCE WITH APPLICABLE REGULATIONS. F. CONSIDER BENEFICIAL USE DESIGNATIONS FOR UNADULTERATED WOOD, WOOD CHIPS, BARK AND SAWDUST. G.NO BURYING OF CLEARED AND GRUBBED WASTE WITHIN THE CONSTRUCTION LIMITS. WATERMAIN NOTES 1. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE WRAPPED IN 8 MIL POLYETHYLENE. 2. WATERMAIN TO MAINTAIN A MINIMUM DEPTH OF 7.5' OF COVER UNLESS OTHERWISE NOTED. OVER-DEPTH INCIDENTAL. 3. ALL HYDRANT LEADS SHALL BE 6" DIP. 4. CONTRACTOR SHALL INSTALL HYDRANT EXTENSIONS AS NECESSARY WHERE WATERMAIN HAS BEEN LOWERED TO AVOID CONFLICTS WITH OTHER UTILITIES. 5. ALL HYDRANTS AND VALVES SHALL BE EQUIPPED WITH STAINLESS STEEL BOLTS. 6. ALL WATERMAIN FITTINGS FITTINGS SHALL USE COR-BLUE OR EQUIVALENT FLUOROCARBON COATED BOLTS. 7. MAINTAIN A MINIMUM 24" SEPARATION BETWEEN ALL UTILITY CROSSINGS. 8. INSTALL TRACER WIRE IN CONFORMANCE WITH THE SPECIFICATIONS ALONG ALL PVC WATERMAIN PIPE. 9. WATERMAIN PROFILE IS SCHEMATICALLY SHOWN. 8' TO TOP OF PIPE IS PREFERRED, BUT MAY BE ADJUSTED TO AVOID UTILITY CONFLICTS. SANITARY SEWER NOTES 1. ALL GRAVITY SEWER SHALL BE PVC SDR 35 FOR DEPTHS LESS THAN 16 FEET, USE SDR 26 FOR DEPTHS GREATER THAN 16' AND LESS THAN 25', USE C-900 FOR DEPTHS GREATER THAN 25' UNLESS NOTED OTHERWISE. 2. CONTRACTOR SHALL PROVIDE 10 FEET MINIMUM HORIZONTAL SEPARATION (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE/STRUCTURE) BETWEEN WATER LINES AND SANITARY OR STORM LINES AND STRUCTURES. HORIZONTAL/VERTICAL CONTROL NOTES 1. THE HORIZONTAL CONTROL FOR THIS PLAN IS NAD83, 2011 ADJUSTMENT (NON HARN) HENNEPIN COUNTY COORDINATES SYSTEM US FOOT 2. THE VERTICAL CONTROL FOR THIS PLAN IS NAVD88 G-003 GE N E R A L N O T E S llllllll l l l l l l lll l l 955 960960 953 953 954954 956 956 957 957 958 958 959959961961962962963963964964 955 955960 954 954956 956 957 957 958 958 959 959 961 95 0 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 95 0 955 955 95 5 955 95 5 960 960 9 6 0 95 1 95 1 95 2 952 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 95 0 94 7 948 94 9 951 95 2 950 946 947 948949 951952 95 3 954 9 5 5 9 5 1 95 1 952 9 5 2 953 95 3 954 9 5 4 9 5 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 9 5 6 95 6 957 9 5 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 95 0 95 5 951 951 952 952 953 953 954 9 5 6 9 5 7 95 8 9 5 5 9 5 2 9 5 3 9 5 4 95 6 9 5 7 95 5 956 957 950 955 960 949 951 952 953 954 956 957 958959 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 9 953 953 954 954 960 957 958 959 960 957 9 5 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 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 llllllllllllllllllllllllll l l l l l l l l l l l l l l l l l l l l llllll l l l l l CLEAR AND GRUB TREE (TYP.) PROTECT ALL TREES NOT MARKED FOR REMOVAL SALVAGE AND REINSTALL FLARED END SECTION AS NEEDED FOR INSTALLATION OF UTILITIES (INCIDENTAL) CLEAR AND GRUB TREE (TYP.) SALVAGE AND REINSTALL LIGHT POLE SALVAGE AND REINSTALL HYDRANT REMOVE SANITARY SEWER SALVAGE AND RESPREAD GRAVEL ROW 960 956 957 958 959 961962963964 955 955 960 954 954 956 956 957 957 958 958 959 959 961 95 5 96 0 95 4 95 6 95 7 95 8 95 9 96 1 9 6 0 96 5 95 9 96 1 96 2 96 3 96 4 96 6 950 948949 95 1 952 9 5 3 950 950 95 5 95 1 951 952 952 953 953 954 9 5 6 957 95 8 9 5 5 9 5 2 9 5 3 9 5 4 95 6 9 5 7 95 5 956 957 950 955 949 951 952 953 954 956 957 958 959 95 0 955 949 951 95 2 95 3 954 95 6 957 960 957 958 959 960 957 9 5 8 959963964 961 962 963 964 9 6 0 9 5 6 95 7 95 8 9 5 9 PROTECT SANITARY SERVICE SALVAGE AND REINSTALL BLEACHERS AS NECESSARY FOR INSTALLATION OF UTILITIES (INCIDENTAL) PROTECT DRINKING FOUNTAIN AND CONCRETE PAD PROTECT LIGHT POLE PROTECT DUGOUT FENCE AND BENCH SALVAGE AND REINSTALL FENCE AS NEEDED FOR INSTALLATION OF UTILITIES (INCIDENTAL) PROTECT BALL FIELD FENCE PROTECT TREE (TYP.) REMOVE WOODEN BOLLARDS AS REQUIRED FOR UTILITY CONSTRUCTION (INCIDENTAL) REMOVE GRAVEL SURFACING (INCIDENTAL) SALVAGE AND REINSTALL SIGN AT LOCATION DIRECTED BY THE ENGINEER REMOVE REDUCER AND 6" GV (INCIDENTAL) SHEET NUMBER SURVEY APPROVED DESIGNED DRAWN PROJ. NO. CHECKED 193807229 SDB JJE JJE MJS SKH C-002 1. SEE SHEET G-002 AND G-003 FOR ADDITIONAL PROJECT NOTES AND LEGEND NOTES EX I S T I N G C O N D I T I O N S A N D R E M O V A L S SEE SHEET C-005 SE E S H E E T C - 0 0 3 REMOVE OR SALVAGE GRAVEL SURFACING (INCIDENTAL) REMOVE LIGHT POLE CLEAR AND GRUB TREE (TYP.) PROTECT ALL TREES NOT MARKED FOR REMOVAL REMOVE/ABANDON AND CAP UNDERGROUND ELECTRIC AS REQUIRED FOR CONSTRICTION (INCIDENTAL) REMOVE SIGNS CLEAR AND GRUB TREE (TYP.) REMOVE CULVERT CLEAR AND GRUB AREA MARKED BY ENGINEER REMOVE GRAVEL SURFACING (INCIDENTAL) WETLAND EDGE (TYP.) WETLAND EDGE (TYP.) ROW ROW CLEAR AND GRUB AREA MARKED BY ENGINEER 955 960 953 953 954954 956 957 958 959 961 962 963 964 964 95 0 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 95 0 955 955 95 5 95 5 960 960 9 6 0 95 1 95 1 95 2 952 9 5 3 953 95 3 95 3 95 4 954 954 9 5 4 956 9 5 6 95 6 957 957 95 7 958 9 5 8 9 5 8 9 5 9 959 9 5 9 961 96 1 9 6 2 96 2 955 960 952 953 954 956 957 958 959 961 962 95 5 96 0 95 4 95 6 95 7 95 8 95 9 96 1 95 5 96 0 96 5 95 6 95 7 95 8 95 9 96 1 96 2 96 3 96 4 96 6 953 953 954 954 96 2 963 964 950 955948 949 951 952 953 954 956 957 950 949 951952953 961 962 963 964 9 6 0 9 5 6 95 7 95 8 9 5 9 9 6 1 961 REMOVE BALL FIELD FENCE ROW PROTECT SIGN SALVAGE AND REINSTALL SIGN AS NECESSARY FOR UTILITY CONSTRUCTION (INCIDENTAL) SALVAGE SIGN AND PLACE ONSITE AT LOCATION DIRECTED BY THE CITY SALVAGE AND REINSTALL SIGN DRAINTILE TO REMAIN REMOVE DRAINTILE (FIELD VERIFY LOCATION) SHEET NUMBER SURVEY APPROVED DESIGNED DRAWN PROJ. NO. CHECKED 193807229 SDB JJE JJE MJS SKH C-003 1. SEE SHEET G-002 AND G-003 FOR ADDITIONAL PROJECT NOTES AND LEGEND NOTES EX I S T I N G C O N D I T I O N S A N D R E M O V A L S SEE SHEET C-004 SE E S H E E T C - 0 0 2 CLEAR AND GRUB AREA MARKED BY ENGINEER REMOVE CULVERT REMOVE GRAVEL SURFACING (INCIDENTAL) WETLAND EDGE (TYP.) WETLAND EDGE (TYP.) CLEAR AND GRUB AREA MARKED BY ENGINEER 95 95 5 955 960 95 3 9 953 954 95 4 954 9 5 6 95 7 9 5 8 9 5 9 96 1 9 6 2 96 2 95 0 94 7 948 94 9 951 95 2 950 946 947 948 949 951 952 95 3 954 9 5 5 9 5 1 95 1952 9 5 2 953 9 5 3 954 9 5 4 9 5 6 9 5 7 9 5 8 950 95 5 949 951 952 953 95 4 95 6 9 5 7 95 7 9 4 6 9 4 7 9 4 8 9 4 9 953 953 954 954 REMOVE BALL FIELD FENCE PROTECT BALL FIELD FENCE AND DUGOUT REMOVE BALL FIELD FENCE CLEAR AND GRUB TREE (TYP.) EXISTING DRAINTILE, APPROXIMATE LOCATION (NOT FIELD VERIFIED) DRAINTILE TO REMAIN REMOVE DRAINTILE (FIELD VERIFY LOCATION) REMOVE GRAVEL SURFACING (INCIDENTAL) PROTECT BALL FIELD FENCE SHEET NUMBER SURVEY APPROVED DESIGNED DRAWN PROJ. NO. CHECKED 193807229 SDB JJE JJE MJS SKH C-004 1. SEE SHEET G-002 AND G-003 FOR ADDITIONAL PROJECT NOTES AND LEGEND NOTES EX I S T I N G C O N D I T I O N S A N D R E M O V A L S SEE SHEET C-003 SE E S H E E T C - 0 0 5 REMOVE PLAYGROUND ROW REMOVE CHAIN LINK FENCE TO NEAREST POST CLEAR AND GRUB AREA MARKED BY ENGINEER 9 5 5 9 5 1 95 1952 9 5 2 953 9 5 3 9 5 4 9 5 6 9 5 7 9 5 8 9 5 9 95 5 9 5 5 955 960 952 953 95 4 956 9 5 6 95 6 957 9 5 7 95 7 958 959 961 962 950 955 960 949 951 952 953 954 956 957 958 959 961 962 963 950 955 949 951 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 2 953 953 954 REMOVE BALL FIELD FENCE REMOVE TENNIS COURT AND FENCING SAWCUT AND REMOVE BITUMINOUS PAVEMENT CLEAR AND GRUB TREE (TYP.) PROTECT BALL FIELD FENCE REMOVE GRAVEL SURFACING (INCIDENTAL) REMOVE GRAVEL SURFACING (INCIDENTAL) SALVAGE AND REINSTALL SIGN AT LOCATION DIRECTED BY THE ENGINEER REMOVE BITUMINOUS PAVEMENT PROTECT CULVERT SHEET NUMBER SURVEY APPROVED DESIGNED DRAWN PROJ. NO. CHECKED 193807229 SDB JJE JJE MJS SKH C-005 1. SEE SHEET G-002 AND G-003 FOR ADDITIONAL PROJECT NOTES AND LEGEND NOTES EX I S T I N G C O N D I T I O N S A N D R E M O V A L S SEE SHEET C-002 SE E S H E E T C - 0 0 4 llllllll l l l l l l lll l l X X X X X X X X X X X X XXX XXX XXXXX XX XX XX XXXXX XX XXXXX XX XX SHEET NUMBER SURVEY APPROVED DESIGNED DRAWN PROJ. NO. CHECKED 193807229 SDB JJE JJE MJS SKH C-101 OV E R A L L S I T E P L A N 1. SEE SHEET G-002 AND G-003 FOR ADDITIONAL PROJECT NOTES AND LEGEND NOTES C-104 C-102C-103 C-105 llllllllllllllllllllllllll l l l l l l l l l l l l l l l l l l l l llllll l l l l l 6 . 0 6.0 6. 0 VILION ILDING Y OTHERS) RESPREAD SALVAGED GRAVEL PEDESTRIAN RAMP (ALTERNATE BID) R30. 0 0 PLAYGROUND AREA SEE LANDSCAPE PLANS 2' GRAVEL SHOULDER TRANSFORMER LOCATION - SEE ELECTRICAL RESTORATION REINSTALL SALVAGED BLEACHERS (INCIDENTAL) REINSTALL LIGHT POLE (INCIDENTAL) REINSTALL SALVAGED FENCE (INCIDENTAL) WETLAND EDGE REINSTALL SALVAGED FENCE (INCIDENTAL) CONCRETE SIDEWALK WITHIN THIS AREA ADJACENT TO THE BUILDING SHALL BE INSTALLED IN SPRING 2026 AFTER BUILDING COMPLETION PLAYGROUND AREA - SEE LANDSCAPE PLANS SEE LANDSCAPE DETAILS FOR CONCRETE EDGE AT PLAYGROUND (TYP.) CONCRETE CONTAINER CURB (TYP.) - SEE LANDSCAPE PLANS R SHEET NUMBER SURVEY APPROVED DESIGNED DRAWN PROJ. NO. CHECKED 193807229 SDB JJE JJE MJS SKH C-102 SI T E P L A N 1. SEE SHEETS G-002 AND G-003 FOR ADDITIONAL PROJECT NOTES AND LEGEND NOTES NSEE SHEET C-105 SE E S H E E T C - 1 0 3 X X X X X X X X X X X X X X X X X X X X X X 12 . 2 26.0 26.0 26.0 9 . 0 18. 5 WETLAND EDGE (TYP.) 34 . 0 26.0 10 . 0 ' FUTURE TRAIL 10. 0 6.0 6 . 0 6.0 6. 0 6.0 6. 0 PAVILION BUILDING (BY OTHERS) ADA STALL (BASE BID; TO BE REMOVE IF PARKING LOT PAVEMENT ALTERNATE IS ACCEPTED) ADA STALLS (BASE BID) 8' WIDE LOCAL TRAIL (BASE BID) CONCRETE CURB AND GUTTER DESIGN B618 (TYP.) PAVE PINWHEEL TRAIL (ALTERNATE BID) SOUTHEAST BALL FIELD IMPROVEMENTS (ALTERNATE BID) - SEE LANDSCAPE PLANS STORMWATER BASIN SOCCER FIELDS - FINAL FIELD LAYOUTS TO BE DETERMINED BY OWNER INSTALL STOP SIGN CONCRETE CURB AND GUTTER DESIGN B618 (BASE BID; INSTALL CURB UP TO RIBBON CURB IN BASE BID) CONCRETE STAIRS AND RAILING - SEE LANDSCAPE PLAN 6' WIDE CONCRETE SIDEWALK (TYP.) PINWHEEL TRAIL GRAVEL SURFACING RESTORATION (BASE BID; TO BE MODIFIED TO AGGREGATE BASE IF PAVE PINWHEEL TRAIL ALTERNATE IS ACCEPTED) R3 0 . 0 0 R30. 0 0 LANDSCAPE ISLAND CURB (BASE BID)RIBBON CURB (BASE BID, TO BE REMOVED IF PARKING LOT PAVEMENT ALTERNATE IS ACCEPTED) 4" WHITE MULTI-COMP STRIPE (TYP.) PLAYGROUND AREA SEE LANDSCAPE PLANS 2' GRAVEL SHOULDER GRAVEL SURFACE (BASE BID) PAVED SURFACE (ALTERNATE -SEE SHEET C-103A) R47. 0 0 TRANSFORMER LOCATION - SEE ELECTRICAL R7.00 R4.00 R7.00 R10.00 R145.00 R4 0 . 0 0 REINSTALL SALVAGED FENCE (INCIDENTAL) REINSTALL SALVAGED SIGN STORMWATER BASIN ACCESSIBILITY SYMBOL - MULT-COMP (TYP.) CONCRETE SIDEWALK WITHIN THIS AREA ADJACENT TO THE BUILDING SHALL BE INSTALLED IN SPRING 2026 AFTER BUILDING COMPLETION PLAYGROUND AREA - SEE LANDSCAPE PLANS PARKING LOT LIGHTING (TYP.) - SEE ELECTRICAL PEDESTRIAN LIGHTING (ALTERNATE) (TYP.) - SEE ELECTRICAL SEE LANDSCAPE DETAILS FOR CONCRETE EDGE AT PLAYGROUND (TYP.) CONCRETE CONTAINER CURB (TYP.) - SEE LANDSCAPE PLANS CURB AND GUTTER AT CBMH - 7 FT PAST CBMH CASTING WITH 2 FT BEAVER TAIL CURB AND GUTTER AT CBMH - 7 FT PAST CBMH CASTING WITH 2 FT BEAVER TAIL CURB AND GUTTER AT CBMH - 7 FT PAST CBMH CASTING WITH 2 FT BEAVER TAIL RIBBON CURB (BASE BID, TO BE REMOVED IF PARKING LOT PAVEMENT ALTERNATE IS ACCEPTED) R1 9 5 . 0 0 R4 9 5 . 0 0 R19 5 . 0 0 R760.8 9 PARKING LOT PAVEMENT SHEET NUMBER SURVEY APPROVED DESIGNED DRAWN PROJ. NO. CHECKED 193807229 SDB JJE JJE MJS SKH C-103 SI T E P L A N 1. SEE SHEETS G-002 AND G-003 FOR ADDITIONAL PROJECT NOTES AND LEGEND 2. PAVILION BUILDING NOT IN CONTRACT. EXCAVATION AND SOIL CORRECTIONS WITHIN 5 FEET OF THE BUILDING EXTERIOR WALL ARE BY OTHERS. NOTES N SEE SHEET C-104 SE E S H E E T C - 1 0 2 10' WIDE BITUMINOUS REGIONAL TRAIL (ALTERNATE BID) X X X X X X X X X X X X X X X X X X X X X X 12 . 2 12 . 2 26.0 26.0 26.0 26.0 26.0 26.0 26.0 26.0 26.0 9.1 9. 0 9. 0 9. 0 6. 0 37.0 37.0 37.0 37.0 9 . 0 18. 5 9. 0 9. 0 12 . 0 9. 0 WETLAND EDGE (TYP.) 26.0 34 . 0 26.0 26.0 9. 0 6. 0 6. 0 10 . 0 ' 8.0 18.5 18.5 FUTURE TRAIL 8.0 10. 0 9. 0 6.0 6 . 0 6.0 6. 0 6.0 6. 0 PAVILION BUILDING (BY OTHERS)ADA STALLS (BASE BID) ADA STALL (ALTERNATE BID) 8' WIDE LOCAL TRAIL (BASE BID) CONCRETE CURB AND GUTTER DESIGN B618 (TYP.) PAVE PINWHEEL TRAIL (ALTERNATE BID) SOUTHEAST BALL FIELD IMPROVEMENTS (ALTERNATE BID) - SEE LANDSCAPE PLANS STORMWATER BASIN SOCCER FIELDS - FINAL FIELD LAYOUTS TO BE DETERMINED BY OWNER INSTALL STOP SIGN CONCRETE CURB AND GUTTER DESIGN B618 (BASE BID; INSTALL CURB UP TO RIBBON CURB IN BASE BID) CONCRETE STAIRS AND RAILING - SEE LANDSCAPE PLAN 6' WIDE CONCRETE SIDEWALK (TYP.) PINWHEEL TRAIL GRAVEL SURFACING RESTORATION (BASE BID; TO BE MODIFIED TO AGGREGATE BASE IF PAVE PINWHEEL TRAIL ALTERNATE IS ACCEPTED) LANDSCAPE ISLAND CURB (ALTERNATE) 8' WIDE LOCAL TRAIL (ALTERNATE BID) LANDSCAPE ISLAND CURB (ALTERNATE) 26 . 0 ' CONCRETE CURB AND GUTTER DESIGN B618 (ALTERNATE BID; NO PERIMETER CURB IN BASE BID SOUTH AND WEST OF RIBBON CURB IN PARKING LOT) R3 0 . 0 0 R30. 0 0 LANDSCAPE ISLAND CURB (BASE BID) 4" WHITE MULTI-COMP STRIPE (TYP.) PLAYGROUND AREA SEE LANDSCAPE PLANS 2' GRAVEL SHOULDER R47. 0 0 TRANSFORMER LOCATION - SEE ELECTRICAL ADA SIGN (TYP.) LANDSCAPE ISLAND CURB (ALTERNATE) R7.00 R4.00 R7.00 R10.00 R145.00 R4 0 . 0 0 REINSTALL SALVAGED FENCE (INCIDENTAL) REINSTALL SALVAGED SIGN STORMWATER BASIN ACCESSIBILITY SYMBOL - MULT-COMP (TYP.) CONCRETE SIDEWALK WITHIN THIS AREA ADJACENT TO THE BUILDING SHALL BE INSTALLED IN SPRING 2026 AFTER BUILDING COMPLETION6' WIDE SIDEWALK (ALTERNATE) 6' WIDE SIDEWALK (ALTERNATE) PLAYGROUND AREA - SEE LANDSCAPE PLANS PARKING LOT LIGHTING (TYP.) - SEE ELECTRICAL PEDESTRIAN LIGHTING (ALTERNATE) (TYP.) - SEE ELECTRICAL SEE LANDSCAPE DETAILS FOR CONCRETE EDGE AT PLAYGROUND (TYP.) CONCRETE CONTAINER CURB (TYP.) - SEE LANDSCAPE PLANS ADA STALLS (ALTERNATE BID) RIBBON CURB (BASE BID, TO BE REMOVED IF PARKING LOT PAVEMENT ALTERNATE IS ACCEPTED) 18.5 18.5 R1 9 5 . 0 0 R4 9 5 . 0 0 R19 5 . 0 0 R760.8 9 CURB CUT AT SIDEWALK (TYP.) PAVED SURFACE FULL PARKING LOT (ALTERNATE) SHEET NUMBER SURVEY APPROVED DESIGNED DRAWN PROJ. NO. CHECKED 193807229 SDB JJE JJE MJS SKH C-103A SI T E P L A N F U L L P A R K I N G L O T PA V I N G ( A L T E R N A T E ) 1. SEE SHEETS G-002 AND G-003 FOR ADDITIONAL PROJECT NOTES AND LEGEND 2. PAVILION BUILDING NOT IN CONTRACT. EXCAVATION AND SOIL CORRECTIONS WITHIN 5 FEET OF THE BUILDING EXTERIOR WALL ARE BY OTHERS. NOTES N SEE SHEET C-104 SE E S H E E T C - 1 0 2 10' WIDE BITUMINOUS REGIONAL TRAIL (ALTERNATE BID) X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X PAVE PINWHEEL TRAIL (ALTERNATE BID) 10' WIDE BITUMINOUS REGIONAL TRAIL (ALTERNATE BID) 6.0 6. 0 BOARDWALK - SEE STRUCTURAL PLANS ABUTMENT - SEE STRUCTURAL PLANS ABUTMENT - SEE STRUCTURAL PLANS PAVE PINWHEEL TRAIL (ALTERNATE BID) PAVE PINWHEEL TRAIL (ALTERNATE BID) 10' WIDE REGIONAL BITUMINOUS TRAIL (ALTERNATE BID) SOUTHEAST BALL FIELD IMPROVEMENTS (ALTERNATE BID) - SEE LANDSCAPE PLANS SOCCER FIELDS - FINAL FIELD LAYOUTS TO BE DETERMINED BY OWNER 6' WIDE CONCRETE SIDEWALK (TYP.) PINWHEEL TRAIL GRAVEL SURFACING RESTORATION (BASE BID; TO BE MODIFIED TO AGGREGATE BASE IF PAVE PINWHEEL TRAIL ALTERNATE IS ACCEPTED) BOARDWALK (ALTERNATE BID) R40 0 . 0 0 R2 8 5 . 0 0 R 2 8 5 . 0 0 R193.70 R169.41 R760.8 9 R1 8 5 . 0 0 SHEET NUMBER SURVEY APPROVED DESIGNED DRAWN PROJ. NO. CHECKED 193807229 SDB JJE JJE MJS SKH C-104 SI T E P L A N 1. SEE SHEETS G-002 AND G-003 FOR ADDITIONAL PROJECT NOTES AND LEGEND NOTES SEE SHEET C-103 SE E S H E E T C - 1 0 5 X X X XXXXX PAVE PINWHEEL TRAIL (ALTERNATE BID)10' WIDE BITUMINOUS REGIONAL TRAIL (ALTERNATE BID) 10.0 6.0 6. 0 6 . 0 LL FIELD S D) - SEE ANS PEDESTRIAN RAMP (ALTERNATE BID) 6' WIDE CONCRETE SIDEWALK (TYP.) GRAVEL SURFACING RESTORATION PLAYGROUND AREA - SEE LANDSCAPE PLANS PATCH PAVEMENT (MATCH EXISTING THICKNESS) (ALTERNATE BID) CONCRETE CONTAINER CURB (TYP.) - SEE LANDSCAPE PLANS R16 0 . 0 0 R16 0 . 0 0 R40 0 . 0 0 R 1 0 0 . 0 0 R3 0 0 . 0 0 R1 6 5 . 0 0 R263 . 0 0 SHEET NUMBER SURVEY APPROVED DESIGNED DRAWN PROJ. NO. CHECKED 193807229 SDB JJE JJE MJS SKH C-105 SI T E P L A N 1. SEE SHEETS G-002 AND G-003 FOR ADDITIONAL PROJECT NOTES AND LEGEND NOTES SEE SHEET C-102 SE E S H E E T C - 1 0 4 73017 948.88 TRD 12 73019 949.42 TRD 8 73024 948.35 TRD 15 73025 948.58 TRD 15 73026 948.54 TRD 10 73028 948.37 TRD 15 73035 948.42 TRD 15 31077 948.69 TRD AMERICAN ELMT 8 DIA31078 951.12 TRD GREEN ASHT 18 DIA 31084 948.12 TRD BLACK WILLOW 20 DIA 31098 953.46 TRD GREEN ASHT 8 DIA 31099 963.64 TRD GREEN ASHT 10 DIA 31102 947.18 TRD GREEN ASHT 10 DIA 31103 948.16 TRD BOX ELDER 10 DIA STA 2 6 + 7 6 CULV. INV. 946.1 957.5 lll l l l SS>>>>>>>>>>l l l l l > > > ll >> >> >> >>>> >> >> > > BP: 0+00 . 0 0 EP: 0+6 6 . 4 5 102" 72" 96" 96" 96" 96" 96"96" 96" 96" 72"ZZUN341 6 96" 96" 84"ZZUN341 6 ZZUN3416 96" 96" 84"ZZUN341 6 ZZUN3416 Sheet Number: 01.09.2560% DRAFT SET DESCRIPTIONKEY Project Number: Date: Drawn by: Checked By: CL I E N T : PR O J E C T : Signature Registration No. Date 023-058 01.01.01 I hereby ceritfy that this plan was prepared by me or under my direct supervision and that I am a duly licensed Landscape Architect under the laws of the State of Minnesota. T101 DATE 01.01.01 CO R C O R A N , M N , 5 5 3 4 0 CI T Y P A R K I M P R O V E M E N T S CI T Y O F C O R C O R A N 04.09.25 POK GG 800 WASHINGTON AVE N. #103 MINNEAPOLIS, MN 55401 www.hkgi.com 04.09.2590% DRAFT SET LANDSCAPE TITLE SHEET 0 200'100'50' LEGEND WORK LIMITS ENLARGEMENTS LAYOUT NOTES: ·REFER TO SHEET G-001 FOR GENERAL NOTES ·ALL LAYOUTS TO BE STAKED AND VERIFIED IN FIELD ·FIELD #1 AND FIELD #2 HAVE SAME LAYOUT DIMENSIONS ·REFER TO CIVIL DRAWINGS FOR ROADWAY PROFILES AND DETAILS ·REFER TO CIVIL FOR GRADING PLAN AND SPOT ELEVATIONS, AS WELL AS OVERALL SITE RESTORATION LIMITS ·REFER TO ELECTRICAL FOR LIGHTING ·REFER TO IRRIGATION DRAWINGS FOR IRRIGATION ZONES, WATER STUB, CONTROL PANEL, AND BACKFLOW PREVENTER LOCATION. ·CONTRACTOR IS RESPONSIBLE FOR COORDINATING IRRIGATION UTILITIES WITH OTHER PHASES OF CONSTRUCTION ·REFER TO PLANTING PLAN AND DETAILS FOR PLANT INSTALLATION 10'-0" TRPD REGIONAL TRAIL , SEE CIVIL (ALTERNATE) FOR REFERENCE ONLY : OWNERS MULTI-SPORT FIELD LAYOUT VEHICULAR DROP-OFF PARK BUILDING- BY OTHERS TIE INTO EXISTING WALK EXISTING BITUMINOUS PATH FUTURE TRAIL CONNECTION STORMWATER MANAGEMENT, REFER TO CIVIL YOUTH BALLFIELD IMPROVEMENTS NORTH PLAY AREA, SEE ENLARGEMENT SHEET SOUTH PLAY AREA, SEE ENLARGEMENT SHEET 10'-0" TRPD REGIONAL TRAIL BOARDWALK (146'-0" LF) (ALTERNATE) NEIGHBORHOOD CONNECTION TO PARK AND REGIONAL TRAIL PAVE TRAILS BETWEEN BALLFIELDS (ALTERNATE) PAVE ENTIRE PARKING LOT (ALTERNATE) PEDESTRIAN SCALE LIGHTING (ALTERNATE) BITUMINOUS ENTRY DRIVE AND PARKING LOT, SEE CIVIL BASE BID PARKING LOT, SEE CIVIL ·REFER TO CIVIL FOR REMOVALS, EROSION CONTROL AND SITE PREPARATION WORK. ·REFER TO CIVIL DRAWINGS FOR GRADING AND EARTHWORKS. ·REFER TO CIVIL DRAWINGS FOR PARKING LOT AND ROADWAY INFORMATION. ·REFER TO CIVIL DRAWINGS FOR LIMITS OF WORK AND SEEDING EXTENTS. ·REFER TO ELECTRICAL FOR LIGHTING AND ELECTRICAL COORDINATION. ·CONTRACTOR SHALL COORDINATE THE PHASES OF CONSTRUCTION AND PLANTING INSTALLATION WITH OTHER CONTRACTORS WORKING ON SITE. ·CONTRACTOR SHALL INSPECT THE SITE AND BECOME FAMILIAR WITH EXISTING CONDITIONS RELATING TO THE NATURE AND SCOPE OF WORK. ·CONTRACTOR SHALL CONTACT GOPHER STATE ONE FOR LOCATION OF UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE IF DAMAGED DURING CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER. ·CONTRACTOR SHALL ASSURE COMPLIANCE WITH APPLICABLE CODES AND REGULATIONS GOVERNING THE WORK AND/OR MATERIALS SUPPLIED. ·PROJECT ASSUMES SUFFICIENT TOPSOIL EXISTS FOR PROJECT AND SALVAGING, STOCKPILING AND SPREADING IS INCIDENTAL. ANY ADDITIONAL TOPSOIL DEEMED NECESSARY BY PROJECT MANAGER SHALL BE PAID PER BID ITEM SELECT TOPSOIL BORROW. ·CONTRACTOR SHALL INSURE THAT SOIL CONDITIONS AND COMPACTION ARE ADEQUATE TO ALLOW FOR PROPER DRAINAGE AROUND THE CONSTRUCTION SITE. UNDESIRABLE CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING OF WORK. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO INSURE PROPER SURFACE AND SUBSURFACE DRAINAGE IN ALL PLANTING AREAS. · GENERAL NOTES: SEE SHEET L200 LAYOUT DETAIL SEE SHEET L300 PLANTING PLAN SEE CIVIL SHEETS FOR WORK OUTSIDE L-SHEETS Sheet List Table Sheet Number Sheet Title L100 LANDSCAPE TITLE SHEET L200 SITE FEATURES LAYOUT SHEET L201 SITE FEATURES ENLARGED DETAIL PLANS L202 SITE FEATURES ENLARGED DETAIL PLANS L300 PLANTING PLAN - TREES & IRRIGATION LIMITS L301 PLANTING BED ENLARGED PLANS L302 PLANTING BED ENLARGED PLANS L401 LANDSCAPE DETAILS L402 LANDSCAPE DETAILS L403 LANDSCAPE DETAILS L501 PLANTING DETAILS 957.5 ll l l l l l l l l l >>>>>> l l l l l l SSMH-104 SSMH-105> > > > > > > > > l >> >> >> >> >> >> >> >> >> >> >>>>>>>>>>>> >> >> >> >> >> >> > > > > > > >> >>>> > > >> 102" 72" 96" 96" 96" 96" 96"96" 96" 96" 72"ZZ U N 34 1 6 96" 96" 84"ZZ U N 34 1 6 ZZ U N 34 1 6 96" 96" 84"ZZ U N 34 1 6 ZZ U N 34 1 6 0 20 40 80 SCALE: 1" = 40'-0" LEGEND WORK LIMITS WETLAND DELINEATION, REFER TO CIVIL EXISTING CONTOUR - MAJOR EXISTING TREE TO REMAIN, REFER TO TREE REMOVAL AND PRESERVATION PLAN LD-100 PROPOSED TREE, REFER TO PLANTING PLAN LS-400 & 401 W/D PROPOSED LIGHT, REFER TO ELECTRICAL NATURAL STONE LANDSCAPE BLOCK ENGINEERED WOOD FIBER (EWF) POURED-IN-PLACE PLAY SURFACING CONCRETE EXISTING CONTOUR - MINOR Sheet Number: 01.09.2560% DRAFT SET DESCRIPTIONKEY Project Number: Date: Drawn by: Checked By: CL I E N T : PR O J E C T : Signature Registration No. Date 023-058 01.01.01 I hereby ceritfy that this plan was prepared by me or under my direct supervision and that I am a duly licensed Landscape Architect under the laws of the State of Minnesota. L200 DATE 01.01.01 CO R C O R A N , M N , 5 5 3 4 0 CI T Y P A R K I M P R O V E M E N T S CI T Y O F C O R C O R A N 04.09.25 POK GG 800 WASHINGTON AVE N. #103 MINNEAPOLIS, MN 55401 www.hkgi.com 04.09.2590% DRAFT SET SITE FEATURES LAYOUT SHEET LANDSCAPE BED, REFER TO PLANTING PLAN LS-400 & 401 SOD LAWN STEEL EDGER, SEE SPEC SEE CIVIL FOR PARKING LOT BASE AND ALTERNATE SEE ENLARGED NORTH PLAY AREA PLAN. L201 SEE ENLARGED SOUTH PLAY AREA AND PAVILION AREA PLAN. L202 PARK PAVILION BY OTHERS PLAY EQUIPMENT BY OTHERS PLAY EQUIPMENT BY OTHERS 2+ 0 0 3+0 0 2+ 0 0 3+ 0 0 0+ 0 0 1+00 1+12 > > > > >> >> >> >> 102" 72" 96" 96" 96" 96" 96"96" 96" 96" 84"Z Z U N 3 4 1 6 Z Z U N 3 4 1 6 96" 96" 84"Z Z U N 3 4 1 6 Z Z U N 3 4 1 6 6.00' 6.00' 6.00' 0 5 10 20 SCALE: 1" = 10'-0" LEGEND WORK LIMITS WETLAND DELINEATION, REFER TO CIVIL EXISTING CONTOUR - MAJOR EXISTING TREE TO REMAIN, REFER TO TREE REMOVAL AND PRESERVATION PLAN LD-100 PROPOSED TREE, REFER TO PLANTING PLAN LS-400 & 401 W/D PROPOSED LIGHT, REFER TO ELECTRICAL NATURAL STONE LANDSCAPE BLOCK ENGINEERED WOOD FIBER (EWF) POURED-IN-PLACE PLAY SURFACING CONCRETE EXISTING CONTOUR - MINOR Sheet Number: 01.09.2560% DRAFT SET DESCRIPTIONKEY Project Number: Date: Drawn by: Checked By: CL I E N T : PR O J E C T : Signature Registration No. Date 023-058 01.01.01 I hereby ceritfy that this plan was prepared by me or under my direct supervision and that I am a duly licensed Landscape Architect under the laws of the State of Minnesota. L201 DATE 01.01.01 CO R C O R A N , M N , 5 5 3 4 0 CI T Y P A R K I M P R O V E M E N T S CI T Y O F C O R C O R A N 04.09.25 POK GG 800 WASHINGTON AVE N. #103 MINNEAPOLIS, MN 55401 www.hkgi.com 04.09.2590% DRAFT SET SITE FEATURES ENLARGED DETAIL PLANS LANDSCAPE BED, REFER TO PLANTING PLAN LS-400 & 401 SOD LAWN STEEL EDGER, SEE SPEC 6'-0" CONCRETE WALK, SEE SPEC 5-12 PLAY CONTAINER ( APPROX. 8,815 SF) NATURAL STONE BLOCK, TOTAL QUANTITY TO BE DETERMINED CONCRETE ABUTMENT FOR EMBANKMENT SLIDE PEDESTRIAN LIGHT, REFER TO ELECTRICAL PEDESTRIAN LIGHT, REFER TO ELECTRICAL ADA ACCESS ROUTE CONCRETE PAD FOR PLAY FEATURE ACCESS BENCH PLAY FEATURES, BY OTHERS PLAY FEATURES, BY OTHERS MATCHLINE, SEE SHEET LS-200 CONCRETE PLAY CURB, SEE DETAIL POURED-IN-PLACE TRANSITION INTO EWF- BY OTHERS LANDSCAPE BED, REFER TO PLANTING PLAN LEGEND WORK LIMITS WETLAND DELINEATION EXISTING CONTOUR - MAJOR EXISTING TREE TO REMAIN, REFER TO TREE REMOVAL AND PRESERVATION PLAN LD-100 PROPOSED TREE, REFER TO PLANTING PLAN LS-400 & 401 W/D PROPOSED LIGHT, REFER TO ELECTRICAL NATURAL STONE LANDSCAPE BLOCK ENGINEERED WOOD FIBER (EWF) POURED-IN-PLACE PLAY SURFACING SOD LAWN LANDSCAPE BED, REFER TO PLANTING PLAN LS-400 & 401 EXISTING CONTOUR - MINOR CONCRETE PAD FOR EMBANKMENT SLIDE 1 LS-501 2 LS-501 2 LS-502 > > > l l l l l l l > > > > > > > > > >>>>>>>> > > > > > > > > > > > > > > > > 29'-15" RCP @ 0.33% >> >> >> >> >>>>>>>>>>>>>> > > > > > > > > > > 96" 96" 72"Z Z U N 3 4 1 6 10.00' 6.00' 10.00' 18.00' 16.00' 6.00' 6.00' 6.00' 6.00' 6.00' Sheet Number: 01.09.2560% DRAFT SET DESCRIPTIONKEY Project Number: Date: Drawn by: Checked By: CL I E N T : PR O J E C T : Signature Registration No. Date 023-058 01.01.01 I hereby ceritfy that this plan was prepared by me or under my direct supervision and that I am a duly licensed Landscape Architect under the laws of the State of Minnesota. L202 DATE 01.01.01 CO R C O R A N , M N , 5 5 3 4 0 CI T Y P A R K I M P R O V E M E N T S CI T Y O F C O R C O R A N 04.09.25 POK GG 800 WASHINGTON AVE N. #103 MINNEAPOLIS, MN 55401 www.hkgi.com 04.09.2590% DRAFT SET SITE FEATURES ENLARGED DETAIL PLANS LEGEND WORK LIMITS WETLAND DELINEATION EXISTING CONTOUR - MAJOR EXISTING TREE TO REMAIN, REFER TO TREE REMOVAL AND PRESERVATION PLAN LD-100 PROPOSED TREE, REFER TO PLANTING PLAN LS-400 & 401 W/D PROPOSED LIGHT, REFER TO ELECTRICAL NATURAL STONE LANDSCAPE BLOCK ENGINEERED WOOD FIBER (EWF) POURED-IN-PLACE PLAY SURFACING SOD LAWN LANDSCAPE BED, REFER TO PLANTING PLAN LS-400 & 401 EXISTING CONTOUR - MINOR 2-5 PLAY CONTAINER, (APPROX. 3,430 SF) PLAY FEATURES, BY OTHERS ADA ACCESS ROUTE CONCRETE ABUTMENT FOR EMBANKMENT SLIDE PEDESTRIAN LIGHT, REFER TO ELECTRICAL 6'-0" CONCRETE WALK, SEE SPEC STEPS, SEE DETAIL XX/LS50X CONCRETE PLAY CURB, SEE DETAIL PAVILION & RESTROOM BUILDING, BY OTHERS LANDSCAPE BED, REFER TO PLANTING PLAN BENCH (1) LANDSCAPE BED, REFER TO PLANTING PLAN CONCRETE PAD (9'-0" x 4'-0") BENCH (1) CONCRETE PAD (9'-0" x 4'-0") PEDESTRIAN LIGHT, REFER TO ELECTRICAL BENCH (1) CONCRETE PAD (9'-0" x 4'-0") CONCRETE WALK, SEE CIVIL MATCHLINE, SEE SHEET LS-201 NATURAL STONE LANDSCAPE BLOCK, TOTAL QUANTITY TO BE DETERMINED, SEE SPECIFICATION POURED-IN-PLACE TRANSITION INTO EWF- BY OTHERS 0 5 10 20 SCALE: 1" = 10'-0" PICNIC TABLE PICNIC TABLE 3 LS-502 0+761+002+003+004+00 5 + 0 0 BP : 0 + 7 6 . 2 4 PC : 4 + 1 2 . 5 2 PT: 5 + 0 0 . 0 0 PC: 5 + 3 8 . 1 3 1+ 0 0 2+ 0 0 3+0 0 4+00 5+ 0 0 6+0 0 7+00 8+00 9+ 0 0 10 + 0 0 11 + 0 0 12+ 0 0 13+00 14+00 15+ 0 0 16 + 0 0 17 + 0 0 18+00 19+00 2 0 + 0 0 21 + 0 0 22 + 0 0 0+ 0 0 0+ 8 9 0+ 0 0 0+ 8 9 0+000+90 0+ 0 0 1+ 0 0 1+ 0 2 0+ 0 0 1+ 0 0 1+ 0 2 0+ 0 0 1+ 0 0 1+ 0 2 0+ 9 3 0+ 0 0 0+ 8 7 0+ 0 0 0+ 8 7 -0 + 0 0 0+ 8 7 0+0 0 1+ 0 0 2+ 0 0 3+0 0 4+ 0 0 5+00 5+14 0+0 0 1+ 0 0 2+ 0 0 3+ 0 0 3+ 3 5 0+0 0 1+00 1+12 0+761+002+003+004+00 5+ 0 0 957.5 ll l l l l l l l l l >>>>>> l l l l l l SSMH-104 SSMH-105> > > > > > > > > l 102" 72" 96" 96" 96" 96" 96"96" 96" 96" 72"ZZ U N 34 1 6 96" 96" 84"ZZ U N 34 1 6 ZZ U N 34 1 6 96" 96" 84"ZZ U N34 1 6 ZZ U N 34 1 6 (1) BE NI (2) AC AR (1) BE NI (1) UL AM (1) CE OC (1) UL AM (1) UL AM (1) CE OC (1) PI SY (1) BE NI (1) CE OC (2) PI GL (1) QU BI (1) QU BI (1) QU BI (1) QU BI (5) QU BI (3) QU BI (3) CE OC (8) CE OC (3) CE OC (1) PI SY (1) PI SY (1) PI GL (1) PI GL (1) PI GL (5) CE OC (1) QU BI (1) QU BI (2) CE OC (2) CE OC (1) CE OC (1) CE OC (4) CE OC PLANTING PLAN - TREES & IRRIGATION LIMITS SEE 3/L301 SEE 1/L301 SEE 2/L301 SEE 1/L302 ALTERNATE PLANTINGS ASSOCIATED WITH PARKING LOT ALT Sheet Number: 01.09.2560% DRAFT SET DESCRIPTIONKEY Project Number: Date: Drawn by: Checked By: CL I E N T : PR O J E C T : Signature Registration No. Date 023-058 01.01.01 I hereby ceritfy that this plan was prepared by me or under my direct supervision and that I am a duly licensed Landscape Architect under the laws of the State of Minnesota. L300 DATE 01.01.01 CO R C O R A N , M N , 5 5 3 4 0 CI T Y P A R K I M P R O V E M E N T S CI T Y O F C O R C O R A N 04.09.25 POK GG 800 WASHINGTON AVE N. #103 MINNEAPOLIS, MN 55401 www.hkgi.com 04.09.2590% DRAFT SET FUTURE TRAIL STORMWATER MANAGEMENT, REFER TO CIVIL SYMBOL CODE QTY BOTANICAL / COMMON NAME SIZE CONTAINER CONIFEROUS TREES PI GL 3 Picea glauca / White Spruce 6` Ht.B&B PI SY 3 Pinus sylvestris / Scotch Pine 6` Ht.B&B 6 SUBTOTAL: DECIDUOUS TREES AC AR 2 Acer rubrum 'Armstrong' / Armstrong Red Maple 2" Cal.B&B BE NI 3 Betula nigra / River Birch 2" Cal.B&B CE OC 32 Celtis occidentalis / Common Hackberry 2" Cal.B&B QU BI 14 Quercus bicolor / Swamp White Oak 2" Cal.B&B UL AM 3 Ulmus americana / American Elm 2" Cal.B&B 54 SUBTOTAL: ORNAMENTAL TREE AM AB 1 Amelanchier x grandiflora 'Autumn Brilliance' / Autumn Brilliance Apple Serviceberry 6` Ht.Cont. 1 SUBTOTAL: SYMBOL CODE QTY BOTANICAL / COMMON NAME SIZE CONTAINER SPACING DECIDUOUS SHRUBS CO BY 2 Cornus sericea 'Budd's Yellow' / Budd's Yellow Twig Dogwood #5 Cont.84" o.c. CO SE 22 Cornus sericea 'Farrow' / Arctic Fire Red Twig Dogwood #5 Cont.48" o.c. RH AR 112 Rhus aromatica 'Gro-Low' / Gro-Low Fragrant Sumac #5 Cont.72" o.c. 136 SUBTOTAL: EVERGREEN SHRUBS JU HO 24 Juniperus horizontalis 'Compacta' / Andorra Compact Juniper #5 Cont.60" o.c. 24 SUBTOTAL: GRASSES CA AV 28 Calamagrostis x acutiflora 'Avalanche' / Avalanche Feather Reed Grass #5 Cont.48" o.c. SP HE 52 Sporobolus heterolepis / Prairie Dropseed #3 Cont.36" o.c. 80 SUBTOTAL: PERENNIALS EC AN 110 Echinacea angustifolia / Narrow Leaf Coneflower #1 Cont.18" o.c. RU HI 69 Rudbeckia hirta / Black-eyed Susan #1 Cont.24" o.c. SA MN 80 Salvia nemorosa 'May Night' / May Night Meadow Sage #1 Cont.24" o.c. 259 SUBTOTAL: PLANT SCHEDULE PLANTING LEGEND EXISTING CONTOUR EXISTING TREE TO REMAIN, REFER TO TREE REMOVAL AND PRESERVATION PLAN LD-100 PROPOSED LIGHT, REFER TO ELECTRICAL NATURAL STONE LANDSCAPE BLOCK ENGINEERED WOOD FIBER (EWF) - BY OTHERS POURED-IN-PLACE PLAY SURFACING - BY OTHERS SOD LAWN PLANTING BED - MULCH PROPOSED CONTOUR - SEE GRADING PLAN SEE 2/L302 SEE 3/L302 00 40'80' NORTH 3+ 0 0 (37) SA MN (13) CO SE (1) CO BY (3) CA AV (10) RH AR 1+ 0 0 1+ 0 0 0+ 0 0 1+00 102" 96" 96" 96" 96" 72"Z Z U N 3 4 1 6 (6) CA AV (20) EC AN (22) SA MN (6) RU HI (9) CA AV (8) JU HO (8) CA AV (37) EC AN (9) SA MN (4) JU HO (10) RU HI (12) SA MN (30) RU HI (3) CO SE (3) JU HO (1) CO BY (2) CA AV (3) RH AR (5) RH AR 19+00 SSMH-105 > > l l l l l > > > > > > > > (14) SP HE (6) EC AN (2) JU HO (38) SP HE (47) EC AN (23) RU HI (6) CO SE (7) JU HO (1) AM AB SYMBOL CODE QTY BOTANICAL / COMMON NAME SIZE CONTAINER SPACING DECIDUOUS SHRUBS CO BY 2 Cornus sericea 'Budd's Yellow' / Budd's Yellow Twig Dogwood #5 Cont.84" o.c. CO SE 22 Cornus sericea 'Farrow' / Arctic Fire Red Twig Dogwood #5 Cont.48" o.c. RH AR 112 Rhus aromatica 'Gro-Low' / Gro-Low Fragrant Sumac #5 Cont.72" o.c. 136 SUBTOTAL: EVERGREEN SHRUBS JU HO 24 Juniperus horizontalis 'Compacta' / Andorra Compact Juniper #5 Cont.60" o.c. 24 SUBTOTAL: GRASSES CA AV 28 Calamagrostis x acutiflora 'Avalanche' / Avalanche Feather Reed Grass #5 Cont.48" o.c. SP HE 52 Sporobolus heterolepis / Prairie Dropseed #3 Cont.36" o.c. 80 SUBTOTAL: PERENNIALS EC AN 110 Echinacea angustifolia / Narrow Leaf Coneflower #1 Cont.18" o.c. RU HI 69 Rudbeckia hirta / Black-eyed Susan #1 Cont.24" o.c. SA MN 80 Salvia nemorosa 'May Night' / May Night Meadow Sage #1 Cont.24" o.c. 259 SUBTOTAL: PLANT SCHEDULE SEE SHEET L300 FOR TREE INFORMATION PLANTING LEGEND EXISTING CONTOUR EXISTING TREE TO REMAIN, REFER TO TREE REMOVAL AND PRESERVATION PLAN LD-100 PROPOSED LIGHT, REFER TO ELECTRICAL NATURAL STONE LANDSCAPE BLOCK ENGINEERED WOOD FIBER (EWF) - BY OTHERS POURED-IN-PLACE PLAY SURFACING - BY OTHERS SOD LAWN PLANTING BED - MULCH PROPOSED CONTOUR - SEE GRADING PLAN PLANTING BED ENLARGED PLANS SCALE: PLANTING BED DETAIL1 SCALE: PLANTING BED DETAIL2 00 10'20' NORTH Sheet Number: 01.09.2560% DRAFT SET DESCRIPTIONKEY Project Number: Date: Drawn by: Checked By: CL I E N T : PR O J E C T : Signature Registration No. Date 023-058 01.01.01 I hereby ceritfy that this plan was prepared by me or under my direct supervision and that I am a duly licensed Landscape Architect under the laws of the State of Minnesota. L301 DATE 01.01.01 CO R C O R A N , M N , 5 5 3 4 0 CI T Y P A R K I M P R O V E M E N T S CI T Y O F C O R C O R A N 04.09.25 POK GG 800 WASHINGTON AVE N. #103 MINNEAPOLIS, MN 55401 www.hkgi.com 04.09.2590% DRAFT SET NORTH SCALE: PLANTING BED DETAIL3 00 10'20' 00 10'20' NORTH 0+ 0 0 0+ 8 7 0+ 0 0 0+ 8 7 -0 + 0 0 0+ 8 7 (5) RH AR (5) RH AR (5) RH AR 16 + 0 0 0+ 0 0 0+ 8 9 0+ 0 0 0+ 8 9 0+000+90 (11) RH AR (11) RH AR (11) RH AR (3) RH AR (2) RH AR 10 + 0 0 0+ 0 0 1+ 0 0 1+ 0 2 0+ 0 0 1+ 0 0 1+ 0 2 0+ 0 0 1+ 0 0 1+ 0 2 (11) RH AR (3) RH AR (10) RH AR (10) RH AR Sheet Number: 01.09.2560% DRAFT SET DESCRIPTIONKEY Project Number: Date: Drawn by: Checked By: CL I E N T : PR O J E C T : Signature Registration No. Date 023-058 01.01.01 I hereby ceritfy that this plan was prepared by me or under my direct supervision and that I am a duly licensed Landscape Architect under the laws of the State of Minnesota. L302 DATE 01.01.01 CO R C O R A N , M N , 5 5 3 4 0 CI T Y P A R K I M P R O V E M E N T S CI T Y O F C O R C O R A N 04.09.25 POK GG 800 WASHINGTON AVE N. #103 MINNEAPOLIS, MN 55401 www.hkgi.com 04.09.2590% DRAFT SET SYMBOL CODE QTY BOTANICAL / COMMON NAME SIZE CONTAINER SPACING DECIDUOUS SHRUBS CO BY 2 Cornus sericea 'Budd's Yellow' / Budd's Yellow Twig Dogwood #5 Cont.84" o.c. CO SE 22 Cornus sericea 'Farrow' / Arctic Fire Red Twig Dogwood #5 Cont.48" o.c. RH AR 112 Rhus aromatica 'Gro-Low' / Gro-Low Fragrant Sumac #5 Cont.72" o.c. 136 SUBTOTAL: EVERGREEN SHRUBS JU HO 24 Juniperus horizontalis 'Compacta' / Andorra Compact Juniper #5 Cont.60" o.c. 24 SUBTOTAL: GRASSES CA AV 28 Calamagrostis x acutiflora 'Avalanche' / Avalanche Feather Reed Grass #5 Cont.48" o.c. SP HE 52 Sporobolus heterolepis / Prairie Dropseed #3 Cont.36" o.c. 80 SUBTOTAL: PERENNIALS EC AN 110 Echinacea angustifolia / Narrow Leaf Coneflower #1 Cont.18" o.c. RU HI 69 Rudbeckia hirta / Black-eyed Susan #1 Cont.24" o.c. SA MN 80 Salvia nemorosa 'May Night' / May Night Meadow Sage #1 Cont.24" o.c. 259 SUBTOTAL: PLANT SCHEDULE SEE SHEET L300 FOR TREE INFORMATION PLANTING BED ENLARGED PLANS SCALE: PLANTING BED DETAIL3 00 10'20' NORTH SCALE: PLANTING BED DETAIL2 00 10'20' NORTH SCALE: PLANTING BED DETAIL1 00 10'20' NORTH 0.6 0.7 0.8 0.7 0.7 0.7 0.7 0.6 0.7 0.8 0.7 0.7 0.7 0.6 0.9 0.9 1.2 1.1 0.9 0.9 1.0 1.1 1.0 0.9 1.1 1.2 1.0 1.0 1.0 1.1 1.0 0.8 0.9 1.0 0.8 1.8 1.8 1.9 1.9 1.4 1.1 1.1 1.2 1.6 1.9 1.6 2.0 1.6 1.3 1.1 1.2 1.5 1.8 1.5 1.8 1.6 1.1 2.5 3.2 3.2 2.6 1.5 1.1 1.0 1.3 2.1 3.0 2.0 1.3 1.1 1.2 1.7 2.7 3.0 2.2 1.2 2.7 4.4 2.7 1.6 1.1 1.0 1.3 2.3 3.3 2.2 1.3 1.1 1.2 1.8 2.9 3.9 2.5 1.2 2.2 2.3 2.4 2.2 1.5 1.2 1.2 1.4 1.9 2.7 2.1 2.7 1.9 1.4 1.2 1.3 1.7 2.6 2.2 2.7 2.0 1.2 1.4 1.3 1.3 1.5 1.4 1.3 1.2 1.4 1.6 1.6 1.3 1.6 1.6 1.4 1.3 1.3 1.5 1.6 1.3 1.4 1.5 1.0 0.9 1.0 1.1 1.2 1.2 1.2 1.2 1.2 1.1 1.0 1.1 1.2 1.3 1.2 1.3 1.3 1.1 1.0 0.9 1.0 1.0 0.9 0.9 0.9 1.0 1.1 1.2 1.2 1.2 1.1 1.0 1.0 1.0 1.1 1.2 1.2 1.2 1.1 0.9 0.9 0.9 0.9 0.9 1.0 1.0 1.0 1.2 1.3 1.2 1.2 1.3 1.2 1.1 1.0 1.2 1.3 1.3 1.2 1.3 1.3 1.1 1.0 1.0 1.0 0.9 1.6 1.4 1.5 1.7 1.4 1.3 1.2 1.4 1.6 1.6 1.4 1.7 1.6 1.4 1.3 1.3 1.5 1.6 1.3 1.5 1.5 1.1 2.4 2.4 2.8 2.4 1.5 1.2 1.2 1.4 2.0 2.8 2.2 2.7 1.9 1.4 1.2 1.3 1.8 2.6 2.1 2.7 2.0 1.2 2.8 4.1 2.8 1.5 1.1 1.0 1.3 2.4 3.3 2.2 1.3 1.1 1.2 1.9 3.0 3.5 2.4 1.1 2.5 2.6 2.7 2.4 1.5 1.1 1.0 1.3 2.1 3.0 2.0 1.3 1.1 1.2 1.8 2.7 2.9 2.1 1.2 1.6 1.4 1.5 1.6 1.3 1.1 1.1 1.2 1.6 1.9 1.6 1.8 1.6 1.2 1.1 1.2 1.5 1.9 1.5 1.7 1.6 1.0 0.8 0.8 1.0 1.0 0.9 0.9 1.0 1.1 1.2 1.7 1.2 1.2 1.0 0.9 1.0 1.1 1.0 0.8 0.9 1.0 0.6 0.6 0.7 0.7 1.1 0.8 0.8 0.7 0.7 0.6 0.5 0.5 0.5 0.5 4.7 4.7 2.1 2.1 2.5 2.4 3.0 2.9 3.9 3.4 5.3 5.0 3.7 6.4 6.8 3.5 6.0 6.5 3.0 4.5 4.0 3.3 2.61.81.41.31.52.24.4 5.9 4.1 3.2 2.8 2.6 2.1 1.7 1.4 6.7 5.2 3.9 5.0 6.3 6.3 5.0 2.4 2.6 2.6 2.8 3.2 3.6 6.2 7.0 3.9 3.9 3.6 5.1 7.2 4.5 5.1 3.1 4.2 4.3 3.4 5.8 6.3 3.0 3.9 3.3 1.8 6.5 5.8 3.9 3.6 2.9 3.1 2.5 1.9 1.6 2.5 2.3 2.5 2.5 2.9 3.1 5.0 5.3 2.2 2.2 2.0 3.1 4.4 6.4 5.6 2.5 3.5 1.5 2.0 2.9 3.3 3.9 3.6 5.6 6.8 4.6 2.3 0.9 5.4 7.2 6.9 2.7 1.3 1.5 1.8 0.4 0.5 5.4 4.2 2.8 1.7 1.1 1.0 0.7 1.4 0.2 1.9 1.7 1.7 1.9 2.2 3.1 4.5 6.9 7.1 4.7 2.5 1.5 0.9 0.6 0.6 0.9 1.0 0.8 0.9 1.1 1.0 1.7 2.9 0.8 0.8 3.2 5.1 0.8 0.8 0.2 5.7 7.2 0.9 1.2 0.3 6.3 3.9 1.8 2.1 0.4 2.5 2.4 3.4 4.2 0.8 2.0 6.0 6.8 1.3 1.6 5.5 5.2 3.7 2.7 2.0 1.5 1.1 0.8 0.6 0.7 2.2 1.7 1.3 1.7 1.6 1.4 0.6 0.9 1.9 3.0 3.1 1.1 0.6 1.5 3.6 4.9 0.8 0.5 7.0 5.9 0.6 0.4 6.5 4.4 0.5 0.5 0.4 3.6 2.8 0.4 0.5 2.1 2.0 0.5 0.6 0.8 1.5 1.5 1.3 1.4 1.0 0.9 1.2 1.1 1.2 1.4 1.7 2.2 3.0 4.2 5.7 5.9 4.7 3.4 2.6 2.1 1.9 1.8 1.8 2.1 2.7 3.5 4.6 5.2 4.6 3.5 2.5 1.6 1.7 0.9 1.3 2.0 3.6 6.2 6.8 4.9 3.1 2.2 1.6 1.4 1.2 1.1 1.3 1.8 2.9 5.4 7.3 6.4 4.3 3.0 2.2 1.8 1.4 1.1 1.9 2.4 1.1 1.0 0.8 0.7 0.8 1.3 2.4 3.7 4.6 3.4 6.6 6.8 4.94.9 3.4 2.51.8 1.6 0.10.10.1 7.4 7.4 Plan View Statistics Description Symbol Avg Max Min Max/Min Avg/Min TRAIL 2.9 fc 7.4 fc 0.1 fc 74.0:1 29.0:1 PARKING LOT 1.5 fc 4.7 fc 0.5 fc 9.4:1 3.0:1 Statistics Description Symbol Avg Max Min Max/Min Avg/Min TRAIL 2.9 fc 7.4 fc 0.1 fc 74.0:1 29.0:1 IES REC. 0.2 fc 15:1 Statistics Description Symbol Avg Max Min Max/Min Avg/Min PARKING LOT 1.5 fc 4.7 fc 0.5 fc 9.4:1 3.0:1 Statistics Description Symbol Avg Max Min Max/Min Avg/Min TRAIL 2.9 fc 7.4 fc 0.1 fc 74.0:1 29.0:1 I Statistics Description Symbol Avg Max Min Max/Min Avg/Min TRAIL 2.9 fc 7.4 fc 0.1 fc 74.0:1 29.0:1 IES REC. 0.5* fc 15:1 Statistics Description Symbol Avg Max Min Max/Min Avg/Min PARKING LOT 1.5 fc 4.7 fc 0.5 fc 9.4:1 3.0:1 Enhanced: 0.5 fc minimum for areas requiring higher visibility or security. Statistics Description Symbol Avg Max Min Max/Min Avg/Min PARKING LOT 1.5 fc 4.7 fc 0.5 fc 9.4:1 3.0:1 Statistics Description Symbol Avg Max Min Max/Min Avg/Min TRAIL 2.9 fc 7.4 fc 0.1 fc 74.0:1 29.0:1 I Statistics Description Symbol Avg Max Min Max/Min Avg/Min TRAIL 2.9 fc 7.4 fc 0.1 fc 74.0:1 29.0:1 IES REC. 0.2 fc 15:1 Statistics Description Symbol Avg Max Min Max/Min Avg/Min PARKING LOT 1.5 fc 4.7 fc 0.5 fc 9.4:1 3.0:1 Enhanced: 0.5 fc minimum for areas requiring higher 5isibility or security. *Enhanced: 0.5 fc minimum for areas requiring higher visibility or security. 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 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 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 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 3/ 1 1 / 2 0 2 5 9 0 % P r o g r e s s S e t BUILDING ELEVATIONS CORCORAN COMMUNITY PARK Option D Render Package 02/26/2025 BUILDING EXTERIOR: BLACK ASH CORCORAN COMMUNITY PARK Option D Render Package 02/26/2025 CORCORAN COMMUNITY PARK Option D Render Package 02/26/2025 CUSTOM SILO + BARN STRUCTURE (5-12YR) Slide & Solve Panel 2-5yr & 5-12yr accessible ground level and ADA elevated play components. Rainbow Panel Magical Music Panel (4)Custom GraphicsPanels Balcony w/Telescope Twisted Climber Inclined Cliff Hanger Hypnotize Panel (2) Anywhere Seats Tower Climber Post Mount Bells STANDARD SWINGS PART#ZZXX0825,0827 W/BELT SEATS PART#ZZXX0260 W/ADA SEAT PART#ZZXX0892 W/TOT SEATPART#ZZXX0265 DYNAMIC DESCENT 3'/8'/13' 102" DYNAMIC DESCENT W/SLIDE-A-SIDE CORRUGATEDROOFADA STAIR TOWERCLIMBER TUBE SLIDEW/WINDOWS SKY PANEL W/BELL PUZZLE INSERT (deck) OVAL INSERT PANEL W/BALL MAZE INSERT (ground) 10' PLAYWOOD ARCH BRIDGE TUBE SLIDE W/WINDOWS 72" MIGHTY DESCENTSLIDE W/PRISM PASS 96" 96" CUSTOMGRAPHICS PANELW/FIBERGLASSINSERTS (deck)OVAL INSERTPANEL W/GEARSINSERT (ground) CUSTOM GRAPHICS PANEL W/FIBERGLASS INSERTS INCLINED CLIFF HANGER SKY PANELW/SLIDE & SOLVE INSERT CLIMBINGSQUARES CLIMBER PLAYSEAT(ground) BABBLE-ON BABBLE-ON POST MOUNT ACCESS GATE 96" 96" 96" BALCONY W/TELESCOPE(deck) ADA ANIMALTUNES PANEL(ground) POST MOUNT BELL (DECK) CUSTOMGRAPHICS PANELW/FIBERGLASSINSERTS 96" 96" SKY PANEL W/MAGICAL MUSICINSERT SKY PANELW/HYPNOTIZE PANEL 96" OVAL INSERT PANEL W/RAINBOWINSERT PM CONNECTOR BRACKET BETWEEN FLAT WHEELCHAIR RAMPS ZZYY6374 PM CONNECTOR BRACKETBETWEEN FLAT WHEELCHAIR RAMPSZZYY6374 TRANSFER STATIONW/STEP PM 12' FLAT GROUND TO DECK WHEELCHAIR RAMP ZZYY1166 PM 12' FLAT DECK TO DECK WHEELCHAIR RAMP ZZPM7546 PM 12' FLAT GROUND TO DECK WHEELCHAIR RAMP ZZYY1166 PM 12' FLAT DECK TO DECKWHEELCHAIR RAMP ZZPM7546 TWISTEDCLIMBER DYNAMIC DESCENT W/SLIDE-A-SIDE 0/96" 6'-4" 96" 76" TRANSFER STATION W/STEP 360° SPIRAL NUVO SLIDE TRI-VERSECLIMBER 6' PLAYWOODBRIDGE CUSTOM MIGHTY DESCENT SLIDE FOR HILLSIDE ZZYYB884 8'-8" 8'-3"7'-8" 12'-11" 153'-1" 77'-9" 0 5'10' 62'-8" 0 5'10' 72" 72" 72" 72" 72" 72" GLIDESLIDE LADDER CUSTOM GRAPHICPANEL W/SIGNS CUSTOM GRAPHIC PANEL W/SIGNS CUSTOM GRAPHIC PANEL W/SIGNS RIBBON CLIMBER SILO CLIMBER 11'-2" 14'-8" 14'-3" 8'-10" 11'-1" 22'-4" 22'-8" Total Elevated Play Activities: Total Ground-Level Play Activities: Accessible Elevated Activities Accessible Ground-Level Activities Accessible Ground-Level Play Types Required Provided AD A S C H E D U L E 29 15 26 15 8 15 5 5 BPaper Size USER CAPACITY:AGE GROUP: AREA:PERIMETER: EQUIPMENT SIZE: USE ZONE: DATE: SCALE:PROJECT NO: FALL HEIGHT: *PLAYGROUND SUPERVISION REQUIRED DRAWN BY: ASTM F1487- CPSC #325 CO M M U N I T Y P A R K CO R C O R A N , M N 25-16133A 1/16"=1'0" MICHAEL BORDNER 04-MAR-2025 54'6" X 76' X 26'2" 77'9" X 153'1" 7,493 Sq. Ft. 400 Ft. 6 In. 8 Ft. 205 5-12 21 MIDWEST PLAYSCAPES, INC. 8632 Eagle Creek Circle Savage, MN 55378 STANDARD SWINGSPART#ZZXX0825,0827W/BELT SEATSPART#ZZXX0260W/ADA SEATPART#ZZXX0892W/TOT SEATPART#ZZXX0265 DYNAMICDESCENT 3'/8'/13' 102" DYNAMICDESCENTW/SLIDE-A-SIDE CORRUGATED ROOFADA STAIR TOWER CLIMBER TUBE SLIDE W/WINDOWS SKY PANELW/BELL PUZZLE INSERT (deck) OVAL INSERT PANEL W/BALL MAZE INSERT (ground) 10' PLAYWOOD ARCH BRIDGE TUBE SLIDE W/WINDOWS 72" MIGHTY DESCENT SLIDE W/PRISM PASS 96" 96" CUSTOM GRAPHICS PANEL W/FIBERGLASS INSERTS (deck) OVAL INSERT PANEL W/GEARS INSERT (ground) CUSTOM GRAPHICS PANEL W/FIBERGLASS INSERTS INCLINED CLIFF HANGER SKY PANEL W/SLIDE & SOLVE INSERT CLIMBING SQUARES CLIMBER PLAYSEAT (ground) BABBLE-ON BABBLE-ON POST MOUNT ACCESS GATE 96" 96" 96" BALCONY W/TELESCOPE (deck) ADA ANIMAL TUNES PANEL (ground) POST MOUNT BELL (DECK) CUSTOM GRAPHICS PANEL W/FIBERGLASS INSERTS 96" 96" SKY PANEL W/MAGICAL MUSIC INSERT SKY PANEL W/HYPNOTIZE PANEL 96" OVAL INSERT PANEL W/ RAINBOW INSERT PM CONNECTOR BRACKET BETWEEN FLAT WHEELCHAIR RAMPS ZZYY6374 PM CONNECTOR BRACKET BETWEEN FLAT WHEELCHAIR RAMPS ZZYY6374 TRANSFER STATION W/STEP PM 12' FLAT GROUND TO DECK WHEELCHAIR RAMP ZZYY1166 PM 12' FLAT DECK TO DECK WHEELCHAIR RAMP ZZPM7546 PM 12' FLAT GROUND TO DECK WHEELCHAIR RAMP ZZYY1166 PM 12' FLAT DECK TO DECK WHEELCHAIR RAMP ZZPM7546 TWISTED CLIMBER DYNAMIC DESCENT W/SLIDE-A-SIDE 0/96" 6'-4" 96"76"TRANSFERSTATIONW/STEP 360° SPIRALNUVO SLIDETRI-VERSECLIMBER6' PLAYWOODBRIDGE CUSTOMMIGHTY DESCENTSLIDE FOR HILLSIDEZZYYB884 8'-8" 8'-3"7'-8" 12'-11" 153'-1"77'-9" 0 5'10' 62'-8" 0 5'10'72"72"72"72"72"72"GLIDESLIDE LADDER CUSTOM GRAPHICPANEL W/SIGNS CUSTOM GRAPHICPANEL W/SIGNSCUSTOM GRAPHICPANEL W/SIGNSRIBBONCLIMBERSILOCLIMBER11'-2"14'-8"14'-3"8'-10"11'-1"22'-4"22'-8" Total Elevated Play Activities: Total Ground-Level Play Activities: Accessible Elevated Activities Accessible Ground-Level Activities Accessible Ground-Level Play Types Required Provided AD A S C H E D U L E 29 15 26 15 8 15 5 5 BPaper Size USER CAPACITY:AGE GROUP:AREA:PERIMETER:EQUIPMENT SIZE:USE ZONE: DATE: SCALE:PROJECT NO: FALL HEIGHT: *PLAYGROUND SUPERVISION REQUIRED DRAWN BY: ASTM F1487- CPSC #325 COMMUN I T Y P A R K CORCORAN, MN 25-16133A 1/16"=1'0" MICHAEL BORDNER 04-MAR-2025 54'6" X 76' X 26'2" 77'9" X 153'1" 7,493 Sq. Ft. 400 Ft. 6 In. 8 Ft.205 5-12 21 MIDWEST PLAYSCAPES, INC.8632 Eagle Creek CircleSavage, MN 55378 +11!+7! Equipment ManufacturerSales RepresentativeCommunity Park Corcoran, MN (2) Steering Wheel Panels CUSTOM SILO + BARN STRUCTURE (5-12YR) (2) Playwood Bridge 2-5yr & 5-12yr accessible ground level and ADA elevated play components. Tri-verse Climber Ball Maze Panel (3) Dynamic DescentSlides Glide Slide Animal Tunes Panel 360 Degree Nuvo Slide Babble-On Talk Tube Ribbon Climber ADA Bucket Seat Prism Pass STANDARD SWINGS PART#ZZXX0825,0827 W/BELT SEATS PART#ZZXX0260 W/ADA SEAT PART#ZZXX0892 W/TOT SEATPART#ZZXX0265 DYNAMIC DESCENT 3'/8'/13' 102" DYNAMIC DESCENT W/SLIDE-A-SIDE CORRUGATEDROOFADA STAIR TOWERCLIMBER TUBE SLIDEW/WINDOWS SKY PANEL W/BELL PUZZLE INSERT (deck) OVAL INSERT PANEL W/BALL MAZE INSERT (ground) 10' PLAYWOOD ARCH BRIDGE TUBE SLIDE W/WINDOWS 72" MIGHTY DESCENTSLIDE W/PRISM PASS 96" 96" CUSTOMGRAPHICS PANELW/FIBERGLASSINSERTS (deck)OVAL INSERTPANEL W/GEARSINSERT (ground) CUSTOM GRAPHICS PANEL W/FIBERGLASS INSERTS INCLINED CLIFF HANGER SKY PANELW/SLIDE & SOLVE INSERT CLIMBINGSQUARES CLIMBER PLAYSEAT(ground) BABBLE-ON BABBLE-ON POST MOUNT ACCESS GATE 96" 96" 96" BALCONY W/TELESCOPE(deck) ADA ANIMALTUNES PANEL(ground) POST MOUNT BELL (DECK) CUSTOMGRAPHICS PANELW/FIBERGLASSINSERTS 96" 96" SKY PANEL W/MAGICAL MUSICINSERT SKY PANELW/HYPNOTIZE PANEL 96" OVAL INSERT PANEL W/RAINBOWINSERT PM CONNECTOR BRACKET BETWEEN FLAT WHEELCHAIR RAMPS ZZYY6374 PM CONNECTOR BRACKETBETWEEN FLAT WHEELCHAIR RAMPSZZYY6374 TRANSFER STATIONW/STEP PM 12' FLAT GROUND TO DECK WHEELCHAIR RAMP ZZYY1166 PM 12' FLAT DECK TO DECK WHEELCHAIR RAMP ZZPM7546 PM 12' FLAT GROUND TO DECK WHEELCHAIR RAMP ZZYY1166 PM 12' FLAT DECK TO DECKWHEELCHAIR RAMP ZZPM7546 TWISTEDCLIMBER DYNAMIC DESCENT W/SLIDE-A-SIDE 0/96" 6'-4" 96" 76" TRANSFER STATION W/STEP 360° SPIRAL NUVO SLIDE TRI-VERSECLIMBER 6' PLAYWOODBRIDGE CUSTOM MIGHTY DESCENT SLIDE FOR HILLSIDE ZZYYB884 8'-8" 8'-3"7'-8" 12'-11" 153'-1" 77'-9" 0 5'10' 62'-8" 0 5'10' 72" 72" 72" 72" 72" 72" GLIDESLIDE LADDER CUSTOM GRAPHICPANEL W/SIGNS CUSTOM GRAPHIC PANEL W/SIGNS CUSTOM GRAPHIC PANEL W/SIGNS RIBBON CLIMBER SILO CLIMBER 11'-2" 14'-8" 14'-3" 8'-10" 11'-1" 22'-4" 22'-8" Total Elevated Play Activities: Total Ground-Level Play Activities: Accessible Elevated Activities Accessible Ground-Level Activities Accessible Ground-Level Play Types Required Provided AD A S C H E D U L E 29 15 26 15 8 15 5 5 BPaper Size USER CAPACITY:AGE GROUP: AREA:PERIMETER: EQUIPMENT SIZE: USE ZONE: DATE: SCALE:PROJECT NO: FALL HEIGHT: *PLAYGROUND SUPERVISION REQUIRED DRAWN BY: ASTM F1487- CPSC #325 CO M M U N I T Y P A R K CO R C O R A N , M N 25-16133A 1/16"=1'0" MICHAEL BORDNER 04-MAR-2025 54'6" X 76' X 26'2" 77'9" X 153'1" 7,493 Sq. Ft. 400 Ft. 6 In. 8 Ft. 205 5-12 21 MIDWEST PLAYSCAPES, INC. 8632 Eagle Creek Circle Savage, MN 55378 STANDARD SWINGSPART#ZZXX0825,0827W/BELT SEATSPART#ZZXX0260W/ADA SEATPART#ZZXX0892W/TOT SEATPART#ZZXX0265 DYNAMICDESCENT 3'/8'/13' 102" DYNAMICDESCENTW/SLIDE-A-SIDE CORRUGATED ROOFADA STAIR TOWER CLIMBER TUBE SLIDE W/WINDOWS SKY PANELW/BELL PUZZLE INSERT (deck) OVAL INSERT PANEL W/BALL MAZE INSERT (ground) 10' PLAYWOOD ARCH BRIDGE TUBE SLIDE W/WINDOWS 72" MIGHTY DESCENT SLIDE W/PRISM PASS 96" 96" CUSTOM GRAPHICS PANEL W/FIBERGLASS INSERTS (deck) OVAL INSERT PANEL W/GEARS INSERT (ground) CUSTOM GRAPHICS PANEL W/FIBERGLASS INSERTS INCLINED CLIFF HANGER SKY PANEL W/SLIDE & SOLVE INSERT CLIMBING SQUARES CLIMBER PLAYSEAT (ground) BABBLE-ON BABBLE-ON POST MOUNT ACCESS GATE 96" 96" 96" BALCONY W/TELESCOPE (deck) ADA ANIMAL TUNES PANEL (ground) POST MOUNT BELL (DECK) CUSTOM GRAPHICS PANEL W/FIBERGLASS INSERTS 96" 96" SKY PANEL W/MAGICAL MUSIC INSERT SKY PANEL W/HYPNOTIZE PANEL 96" OVAL INSERT PANEL W/ RAINBOW INSERT PM CONNECTOR BRACKET BETWEEN FLAT WHEELCHAIR RAMPS ZZYY6374 PM CONNECTOR BRACKET BETWEEN FLAT WHEELCHAIR RAMPS ZZYY6374 TRANSFER STATION W/STEP PM 12' FLAT GROUND TO DECK WHEELCHAIR RAMP ZZYY1166 PM 12' FLAT DECK TO DECK WHEELCHAIR RAMP ZZPM7546 PM 12' FLAT GROUND TO DECK WHEELCHAIR RAMP ZZYY1166 PM 12' FLAT DECK TO DECK WHEELCHAIR RAMP ZZPM7546 TWISTED CLIMBER DYNAMIC DESCENT W/SLIDE-A-SIDE 0/96" 6'-4" 96"76"TRANSFERSTATIONW/STEP 360° SPIRALNUVO SLIDETRI-VERSECLIMBER6' PLAYWOODBRIDGE CUSTOMMIGHTY DESCENTSLIDE FOR HILLSIDEZZYYB884 8'-8" 8'-3"7'-8" 12'-11" 153'-1"77'-9" 0 5'10' 62'-8" 0 5'10'72"72"72"72"72"72"GLIDESLIDE LADDER CUSTOM GRAPHICPANEL W/SIGNS CUSTOM GRAPHICPANEL W/SIGNSCUSTOM GRAPHICPANEL W/SIGNSRIBBONCLIMBERSILOCLIMBER11'-2"14'-8"14'-3"8'-10"11'-1"22'-4"22'-8" Total Elevated Play Activities: Total Ground-Level Play Activities: Accessible Elevated Activities Accessible Ground-Level Activities Accessible Ground-Level Play Types Required Provided AD A S C H E D U L E 29 15 26 15 8 15 5 5 BPaper Size USER CAPACITY:AGE GROUP:AREA:PERIMETER:EQUIPMENT SIZE:USE ZONE: DATE: SCALE:PROJECT NO: FALL HEIGHT: *PLAYGROUND SUPERVISION REQUIRED DRAWN BY: ASTM F1487- CPSC #325 COMMUN I T Y P A R K CORCORAN, MN 25-16133A 1/16"=1'0" MICHAEL BORDNER 04-MAR-2025 54'6" X 76' X 26'2" 77'9" X 153'1" 7,493 Sq. Ft. 400 Ft. 6 In. 8 Ft.205 5-12 21 MIDWEST PLAYSCAPES, INC.8632 Eagle Creek CircleSavage, MN 55378 +11!+7! Equipment ManufacturerSales RepresentativeCommunity Park Corcoran, MN Equipment ManufacturerSales RepresentativeCommunity Park Corcoran, MN Equipment ManufacturerSales RepresentativeCommunity Park Corcoran, MN Equipment ManufacturerSales RepresentativeCommunity Park Corcoran, MN Bell Puzzle Panel CUSTOM SILO + BARN STRUCTURE (5-12YR) STANDARD SWINGSPART#ZZXX0825,0827W/BELT SEATSPART#ZZXX0260W/ADA SEATPART#ZZXX0892W/TOT SEATPART#ZZXX0265 DYNAMICDESCENT 3'/8'/13' 102" DYNAMICDESCENTW/SLIDE-A-SIDE CORRUGATED ROOFADA STAIR TOWER CLIMBER TUBE SLIDE W/WINDOWS SKY PANELW/BELL PUZZLE INSERT (deck) OVAL INSERT PANEL W/BALL MAZE INSERT (ground) 10' PLAYWOOD ARCH BRIDGE TUBE SLIDE W/WINDOWS 72" MIGHTY DESCENT SLIDE W/PRISM PASS 96" 96" CUSTOM GRAPHICS PANEL W/FIBERGLASS INSERTS (deck) OVAL INSERT PANEL W/GEARS INSERT (ground) CUSTOM GRAPHICS PANEL W/FIBERGLASS INSERTS INCLINED CLIFF HANGER SKY PANEL W/SLIDE & SOLVE INSERT CLIMBING SQUARES CLIMBER PLAYSEAT (ground) BABBLE-ON BABBLE-ON POST MOUNT ACCESS GATE 96" 96" 96" BALCONY W/TELESCOPE (deck) ADA ANIMAL TUNES PANEL (ground) POST MOUNT BELL (DECK) CUSTOM GRAPHICS PANEL W/FIBERGLASS INSERTS 96" 96" SKY PANEL W/MAGICAL MUSIC INSERT SKY PANEL W/HYPNOTIZE PANEL 96" OVAL INSERT PANEL W/ RAINBOW INSERT PM CONNECTOR BRACKET BETWEEN FLAT WHEELCHAIR RAMPS ZZYY6374 PM CONNECTOR BRACKET BETWEEN FLAT WHEELCHAIR RAMPS ZZYY6374 TRANSFER STATION W/STEP PM 12' FLAT GROUND TO DECK WHEELCHAIR RAMP ZZYY1166 PM 12' FLAT DECK TO DECK WHEELCHAIR RAMP ZZPM7546 PM 12' FLAT GROUND TO DECK WHEELCHAIR RAMP ZZYY1166 PM 12' FLAT DECK TO DECK WHEELCHAIR RAMP ZZPM7546 TWISTED CLIMBER DYNAMIC DESCENT W/SLIDE-A-SIDE 0/96" 6'-4" 96"76"TRANSFERSTATIONW/STEP 360° SPIRALNUVO SLIDETRI-VERSECLIMBER6' PLAYWOODBRIDGE CUSTOMMIGHTY DESCENTSLIDE FOR HILLSIDEZZYYB884 8'-8" 8'-3"7'-8" 12'-11" 153'-1"77'-9" 0 5'10' 62'-8" 0 5'10'72"72"72"72"72"72"GLIDESLIDE LADDER CUSTOM GRAPHICPANEL W/SIGNS CUSTOM GRAPHICPANEL W/SIGNSCUSTOM GRAPHICPANEL W/SIGNSRIBBONCLIMBERSILOCLIMBER11'-2"14'-8"14'-3"8'-10"11'-1"22'-4"22'-8" Total Elevated Play Activities: Total Ground-Level Play Activities: Accessible Elevated Activities Accessible Ground-Level Activities Accessible Ground-Level Play Types Required Provided AD A S C H E D U L E 29 15 26 15 8 15 5 5 BPaper Size USER CAPACITY:AGE GROUP:AREA:PERIMETER:EQUIPMENT SIZE:USE ZONE: DATE: SCALE:PROJECT NO: FALL HEIGHT: *PLAYGROUND SUPERVISION REQUIRED DRAWN BY: ASTM F1487- CPSC #325 COMMUN I T Y P A R K CORCORAN, MN 25-16133A 1/16"=1'0" MICHAEL BORDNER 04-MAR-2025 54'6" X 76' X 26'2" 77'9" X 153'1" 7,493 Sq. Ft. 400 Ft. 6 In. 8 Ft.205 5-12 21 MIDWEST PLAYSCAPES, INC.8632 Eagle Creek CircleSavage, MN 55378 +11!+7! Equipment ManufacturerSales RepresentativeCommunity Park Corcoran, MN Equipment ManufacturerSales RepresentativeCommunity Park Corcoran, MN CUSTOM SILO + BARN STRUCTURE (5-12YR) STANDARD SWINGSPART#ZZXX0825,0827W/BELT SEATSPART#ZZXX0260W/ADA SEATPART#ZZXX0892W/TOT SEATPART#ZZXX0265 DYNAMICDESCENT 3'/8'/13' 102" DYNAMICDESCENTW/SLIDE-A-SIDE CORRUGATED ROOFADA STAIR TOWER CLIMBER TUBE SLIDE W/WINDOWS SKY PANELW/BELL PUZZLE INSERT (deck) OVAL INSERT PANEL W/BALL MAZE INSERT (ground) 10' PLAYWOOD ARCH BRIDGE TUBE SLIDE W/WINDOWS 72" MIGHTY DESCENT SLIDE W/PRISM PASS 96" 96" CUSTOM GRAPHICS PANEL W/FIBERGLASS INSERTS (deck) OVAL INSERT PANEL W/GEARS INSERT (ground) CUSTOM GRAPHICS PANEL W/FIBERGLASS INSERTS INCLINED CLIFF HANGER SKY PANEL W/SLIDE & SOLVE INSERT CLIMBING SQUARES CLIMBER PLAYSEAT (ground) BABBLE-ON BABBLE-ON POST MOUNT ACCESS GATE 96" 96" 96" BALCONY W/TELESCOPE (deck) ADA ANIMAL TUNES PANEL (ground) POST MOUNT BELL (DECK) CUSTOM GRAPHICS PANEL W/FIBERGLASS INSERTS 96" 96" SKY PANEL W/MAGICAL MUSIC INSERT SKY PANEL W/HYPNOTIZE PANEL 96" OVAL INSERT PANEL W/ RAINBOW INSERT PM CONNECTOR BRACKET BETWEEN FLAT WHEELCHAIR RAMPS ZZYY6374 PM CONNECTOR BRACKET BETWEEN FLAT WHEELCHAIR RAMPS ZZYY6374 TRANSFER STATION W/STEP PM 12' FLAT GROUND TO DECK WHEELCHAIR RAMP ZZYY1166 PM 12' FLAT DECK TO DECK WHEELCHAIR RAMP ZZPM7546 PM 12' FLAT GROUND TO DECK WHEELCHAIR RAMP ZZYY1166 PM 12' FLAT DECK TO DECK WHEELCHAIR RAMP ZZPM7546 TWISTED CLIMBER DYNAMIC DESCENT W/SLIDE-A-SIDE 0/96" 6'-4" 96"76"TRANSFERSTATIONW/STEP 360° SPIRALNUVO SLIDETRI-VERSECLIMBER6' PLAYWOODBRIDGE CUSTOMMIGHTY DESCENTSLIDE FOR HILLSIDEZZYYB884 8'-8" 8'-3"7'-8" 12'-11" 153'-1"77'-9" 0 5'10' 62'-8" 0 5'10'72"72"72"72"72"72"GLIDESLIDE LADDER CUSTOM GRAPHICPANEL W/SIGNS CUSTOM GRAPHICPANEL W/SIGNSCUSTOM GRAPHICPANEL W/SIGNSRIBBONCLIMBERSILOCLIMBER11'-2"14'-8"14'-3"8'-10"11'-1"22'-4"22'-8" Total Elevated Play Activities: Total Ground-Level Play Activities: Accessible Elevated Activities Accessible Ground-Level Activities Accessible Ground-Level Play Types Required Provided AD A S C H E D U L E 29 15 26 15 8 15 5 5 BPaper Size USER CAPACITY:AGE GROUP:AREA:PERIMETER:EQUIPMENT SIZE:USE ZONE: DATE: SCALE:PROJECT NO: FALL HEIGHT: *PLAYGROUND SUPERVISION REQUIRED DRAWN BY: ASTM F1487- CPSC #325 COMMUN I T Y P A R K CORCORAN, MN 25-16133A 1/16"=1'0" MICHAEL BORDNER 04-MAR-2025 54'6" X 76' X 26'2" 77'9" X 153'1" 7,493 Sq. Ft. 400 Ft. 6 In. 8 Ft.205 5-12 21 MIDWEST PLAYSCAPES, INC.8632 Eagle Creek CircleSavage, MN 55378 +11!+7! Equipment ManufacturerSales RepresentativeCommunity Park Corcoran, MN Equipment ManufacturerSales RepresentativeCommunity Park Corcoran, MN UNITY SWING W/BASKET SWING PART#ZZXX0198,0204 48" TWIST N' SHOUT SLIDE TRANSFER STATION W/STEP SILO CLIMBER NUVO SWIRL ROOF PM FARM TRACTOR STRUCTURE ZZYYC268 PLASTIC PLAYCUBES FRACTAL NET FRACTAL NET TRANSFER STEP 6'-4" 7'-2" 6'-6" 9'-10" 13'-10" 12'-8" 20'-3" 8' 0 5'10' 62'-8" 65'-2" Total Elevated Play Activities: Total Ground-Level Play Activities: Accessible Elevated Activities Accessible Ground-Level Activities Accessible Ground-Level Play Types Required Provided AD A S C H E D U L E 9 5 9 4 3 4 3 4 BPaper Size USER CAPACITY:AGE GROUP: AREA:PERIMETER: EQUIPMENT SIZE: USE ZONE: DATE: SCALE:PROJECT NO: FALL HEIGHT: *PLAYGROUND SUPERVISION REQUIRED DRAWN BY: ASTM F1487- CPSC #325 CO M M U N I T Y P A R K CO R C O R A N , M N 25-16133A 1/8"=1'0" MICHAEL BORDNER 04-MAR-2025 28'10" X 29'3" X 10' 62'8" X 65'2" 2,530 Sq. Ft. 199 Ft. 4 In. 8 Ft. 205 2-5 21 MIDWEST PLAYSCAPES, INC. 8632 Eagle Creek Circle Savage, MN 55378 UNITY SWING W/BASKET SWING PART#ZZXX0198,0204 48"TWIST N'SHOUTSLIDETRANSFERSTATIONW/STEP SILOCLIMBERNUVOSWIRLROOF PM FARMTRACTOR STRUCTUREZZYYC268PLASTICPLAYCUBESFRACTALNETFRACTAL NETTRANSFERSTEP 6'-4"7'-2"6'-6"9'-10" 13'-10" 12'-8"20'-3"8' 0 5'10' 62'-8"65'-2" Total Elevated Play Activities: Total Ground-Level Play Activities: Accessible Elevated Activities Accessible Ground-Level Activities Accessible Ground-Level Play Types Required Provided AD A S C H E D U L E 9 5 9 4 3 4 3 4 BPaper Size USER CAPACITY:AGE GROUP:AREA:PERIMETER:EQUIPMENT SIZE:USE ZONE: DATE: SCALE:PROJECT NO: FALL HEIGHT: *PLAYGROUND SUPERVISION REQUIRED DRAWN BY: ASTM F1487- CPSC #325 COMMUN I T Y P A R K CORCORAN, MN 25-16133A 1/8"=1'0" MICHAEL BORDNER 04-MAR-2025 28'10" X 29'3" X 10'62'8" X 65'2" 2,530 Sq. Ft. 199 Ft. 4 In. 8 Ft.205 2-5 21 MIDWEST PLAYSCAPES, INC.8632 Eagle Creek CircleSavage, MN 55378 +4!+1!+1! CUSTOM TRACTOR STRUCTURE (2-5YR) Climbing Squares Silo Climber Horse Spring Rider Tractor Tunnel Unity Steppers Playcubes Structure (2) Steering Wheel Panels Unity Swing (2) Tractor Wheel Cozy Hangout Tube Slide Cow Spring Rider 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 2-5yr & 5-12yr accessible ground level and ADA elevated play components. STANDARD SWINGSPART#ZZXX0825,0827W/BELT SEATSPART#ZZXX0260W/ADA SEATPART#ZZXX0892W/TOT SEATPART#ZZXX0265 DYNAMICDESCENT 3'/8'/13' 102" DYNAMICDESCENTW/SLIDE-A-SIDE CORRUGATED ROOFADA STAIR TOWER CLIMBER TUBE SLIDE W/WINDOWS SKY PANELW/BELL PUZZLE INSERT (deck) OVAL INSERT PANEL W/BALL MAZE INSERT (ground) 10' PLAYWOOD ARCH BRIDGE TUBE SLIDE W/WINDOWS 72" MIGHTY DESCENT SLIDE W/PRISM PASS 96" 96" CUSTOM GRAPHICS PANEL W/FIBERGLASS INSERTS (deck) OVAL INSERT PANEL W/GEARS INSERT (ground) CUSTOM GRAPHICS PANEL W/FIBERGLASS INSERTS INCLINED CLIFF HANGER SKY PANEL W/SLIDE & SOLVE INSERT CLIMBING SQUARES CLIMBER PLAYSEAT (ground) BABBLE-ON BABBLE-ON POST MOUNT ACCESS GATE 96" 96" 96" BALCONY W/TELESCOPE (deck) ADA ANIMAL TUNES PANEL (ground) POST MOUNT BELL (DECK) CUSTOM GRAPHICS PANEL W/FIBERGLASS INSERTS 96" 96" SKY PANEL W/MAGICAL MUSIC INSERT SKY PANEL W/HYPNOTIZE PANEL 96" OVAL INSERT PANEL W/ RAINBOW INSERT PM CONNECTOR BRACKET BETWEEN FLAT WHEELCHAIR RAMPS ZZYY6374 PM CONNECTOR BRACKET BETWEEN FLAT WHEELCHAIR RAMPS ZZYY6374 TRANSFER STATION W/STEP PM 12' FLAT GROUND TO DECK WHEELCHAIR RAMP ZZYY1166 PM 12' FLAT DECK TO DECK WHEELCHAIR RAMP ZZPM7546 PM 12' FLAT GROUND TO DECK WHEELCHAIR RAMP ZZYY1166 PM 12' FLAT DECK TO DECK WHEELCHAIR RAMP ZZPM7546 TWISTED CLIMBER DYNAMIC DESCENT W/SLIDE-A-SIDE 0/96" 6'-4" 96"76"TRANSFERSTATIONW/STEP 360° SPIRALNUVO SLIDETRI-VERSECLIMBER6' PLAYWOODBRIDGE CUSTOMMIGHTY DESCENTSLIDE FOR HILLSIDEZZYYB884 8'-8" 8'-3"7'-8" 12'-11" 153'-1"77'-9" 0 5'10' 62'-8" 0 5'10'72"72"72"72"72"72"GLIDESLIDE LADDER CUSTOM GRAPHICPANEL W/SIGNS CUSTOM GRAPHICPANEL W/SIGNSCUSTOM GRAPHICPANEL W/SIGNSRIBBONCLIMBERSILOCLIMBER11'-2"14'-8"14'-3"8'-10"11'-1"22'-4"22'-8" Total Elevated Play Activities: Total Ground-Level Play Activities: Accessible Elevated Activities Accessible Ground-Level Activities Accessible Ground-Level Play Types Required Provided AD A S C H E D U L E 29 15 26 15 8 15 5 5 BPaper Size USER CAPACITY:AGE GROUP:AREA:PERIMETER:EQUIPMENT SIZE:USE ZONE: DATE: SCALE:PROJECT NO: FALL HEIGHT: *PLAYGROUND SUPERVISION REQUIRED DRAWN BY: ASTM F1487- CPSC #325 COMMUN I T Y P A R K CORCORAN, MN 25-16133A 1/16"=1'0" MICHAEL BORDNER 04-MAR-2025 54'6" X 76' X 26'2" 77'9" X 153'1" 7,493 Sq. Ft. 400 Ft. 6 In. 8 Ft.205 5-12 21 MIDWEST PLAYSCAPES, INC.8632 Eagle Creek CircleSavage, MN 55378 +11!+7! Equipment ManufacturerSales RepresentativeCommunity Park Corcoran, MN Equipment ManufacturerSales RepresentativeCommunity Park Corcoran, MN CUSTOM TRACTOR STRUCTURE (2-5YR) ZOOMTRAXPART#ZZXX1136ADA ZOOMTRAXPART#ZZXX1139 77'-9" 0 5'10' 68'-1"57'-6"6'-6"7'-2"6'-8"6'-7" 6'-9" Total Elevated Play Activities: Total Ground-Level Play Activities: Accessible Elevated Activities Accessible Ground-Level Activities Accessible Ground-Level Play Types Required Provided AD A S C H E D U L E 0 0 0 2 0 2 0 1 BPaper Size USER CAPACITY:AGE GROUP:AREA:PERIMETER:EQUIPMENT SIZE:USE ZONE: DATE: SCALE:PROJECT NO: FALL HEIGHT: *PLAYGROUND SUPERVISION REQUIRED DRAWN BY: ASTM F1487- CPSC #325 COMMUN I T Y P A R K CORCORAN, MN 25-16133A 1/8"=1'0" MICHAEL BORDNER 04-MAR-2025 N/A68'1" X 57'6" 2,452 Sq. Ft. 203 Ft. 4 In. 8 Ft.205 5-12 21 MIDWEST PLAYSCAPES, INC.8632 Eagle Creek CircleSavage, MN 55378 +2!+1! ADA ACCESSIBLE EMBANKEMENT SLIDES Twist N’ Shout Embankement Slide Equipment ManufacturerSales RepresentativeCommunity Park Corcoran, MN Embankement slides will be located along an ADA accessible park trail and will exit into an ADA accessible Engineered Wood Fiber certified surfacing. Mighty Descent & Dynamic Descent Embankement Slides 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 ALTERNATE ITEMS C R - 1 0 CR-50 C R - 1 0 Paved trails through cloverleaf Pave full parking lot Lighting