The URL can be used to link to this page

Home My WebLink About2026 09-01 PC Packet 4200 Otter Lake Road Gem Lake, MN 55110 (651) 747 -2790 city@gemlakemn.org Planning Commission Meeting September 1, 2026 7:00 p.m. Heritage Hall I. Call to Order of the Planning Commission Meeting By Chair Don Cummings at 7:_____ p.m. II. Call of Roll Cummings ______ Farrell _____ Pratt _____ Wippich ______ Epelboim_____ III. Approve Agenda and Minutes A. Accept the Agenda for the September 1, 2026, Planning Commission Meeting B. Approve the Minutes of August 4, 2026, Planning Commission Meeting IV. Public Hearings A. 4180 Otter Lake Road – Conditional Use Permit and Special Home Occupation License B. 1495 County Road E – Apple Ford – Minor Subdivision and Zoning Compliance Permit V. Old Business VI. New Business VII. Open Items for Commission Members to Bring Up A. 2050 Comprehensive Plan Open House – October 21, 2026, 6 PM at Heritage Hall VIII. Future Council Meetings  Next City Council Meeting, Tuesday, September 15, 2026  Next Planning Commission Meeting, October 6, 2026 o Attendance Inquiry IX. Adjournment – The meeting adjourned at ________ Planning Commission Meeting Minutes August 4, 2026 I. Call to Order of the Planning Commission Meeting By Chair Don Cummings at 7:00 p.m. II. Call of Roll Commission Members Don Cummings, Derek Wippich, Stephanie Farrell and Daniel Epelboim were present. Commissioner Art Pratt was absent. Also present was City Clerk Barb Suciu. III. Approve Agenda and Minutes A. Approve the Agenda for the August 4, 2026, Planning Commission Meeting A motion was introduced by Commissioner Wippich to approve August 4, 2026, agenda, seconded by Commissioner Epelboim. Motion carried 4-0. B. Approve the Minutes of July 7, 2026, Planning Commission Meeting A motion was introduced by Commissioner Wippich to approve April 7, 2026, Planning Commission Meeting minutes, seconded by Commissioner Epelboim. Motion carried 4-0. IV. Public Hearings A. 4180 Otter Lake Road – Conditional Use Permit and Special Home Occupation License Chair Cummings stated it has been requested to table tonight’s public hearing for 4180 Otter Lake Road to the September 1, 2026 meeting. A motion was introduced by Commissioner Wippich to table the public hearing for 4180 Otter Lake Road to September 1, 2026, seconded by Commissioner Cummings. Motion carried 4-0. V. Old Business VI. New Business VII. Open Items for Commission Members to Bring Up VIII. Future Council Meetings  Next City Council Meeting, Tuesday, August 18, 2026  Next Planning Commission Meeting, Tuesday, September 1, 2026 o Attendance Inquiry IX. Adjournment Commissioner Wippich introduced a motion to adjourn at 7:15 p.m., seconded by Commissioner Epelboim. Motion carried 4-0. Memorandum To:Gem Lake Planning Commission Project Reference:ECM Construction LLC CUP – 4180 Otter Lake Road Copies To:ECM Construction LLC., Applicant Christopher Marquez Gutierrez, Owner TKDA Project No.:23763.000 From:Andrew Boucher, Planner Client No.: Date:August 19, 2026 SUBJECT: MEETING DATE: LOCATION: APPLICANT: OWNER: ZONING: REVIEW PERIOD: ITEMS REVIEWED: Applications for (1) Conditional Use Permit to allow an accessory structure exceeding 1,000 square feet and (2) Variance to allow an accessory structure to exceed the 15-foot height maximum for ECM Construction LLC., on behalf of Christopher Marquez Gutierrez, owner. September 1, 2026 4180 Otter Lake Road (Parcel ID 223022440022) ECM Construction LLC., Applicant Christopher Marquez Gutierrez, Owner Medium Density Residential (RS); Shoreland Overlay District 60-day period ends 08/10/2026; 120-day period ends 10/9/2026 Application and plans received by the City on 6/11/2026; additional materials received 07/1/2026 and 08/10/2026 DESCRIPTION OF THE REQUEST At 4180 Otter Lake Road, ECM Construction LLC., on behalf of Christopher Marquez Gutierrez, requests consideration of two applications, a Conditional Use Permit to permit an accessory structure exceeding 1,000 square feet and a variance to allow an accessory structure to exceed the 15-foot height maximum. The applicant initially applied for a Special Home Occupation Permit that was withdrawn on 07/21/2026 and a variance application submitted on 08/12/2026. This request requires two separate applications for review and approval: 1) Conditional Use Permit for an accessory structure exceeding 1,000 sq. ft. Section 16, General Provisions, Subsection 5. Accessory Buildings, a CUP is required from the City Council. 2) Variance to Section 8, Medium Density (RS) Residential District, Subsection 5. Height Regulations (1), a variance is required to exceed 15’ in height. The applicant is proposing an accessory structure height of 24 feet, 10 inches (24’10”), or the height of the primary structure. Conditional Use Permits and Variances are processed according to Ordinance No. 131, Consolidated Land Use Ordinance pursuant to Section 17. Administration and Enforcement, Subsection 4. Variances and 5. Conditional Use Permits. Both applications require consideration by the Planning Commission in a public hearing and by City ECM Construction LLC CUP – 4180 Otter Lake Road Gem Lake Planning Commission 09/01/26 August 20, 2026 Page 2 Council for final approval. Additionally, both applications must be approved in order for the applicant to move forward with the proposed detached garage in its current configuration. The City has identified code violations of the Housing Maintenance Ordinance No. 83 including missing windows and an unsecured door to the primary residential structure, which the applicant has an active residential building permit for a remodel/addition that is not part of the request. The City has also previously cited the property owner for running an unpermitted home occupation at the business with dumpsters and other equipment presently on the property. Figure 1 and 2: Pictures of the Construction Business, April 2026 The City received correspondence from Dennis and Beth Holman at 4160 Otter Lake Road, Gem Lake, MN 55110-4115, within the City of Gem Lake’s municipal boundary. The property owners have concerns about the continued and ongoing commercial use of the property with the addition of an accessory structure to house vehicles and equipment for the business needs that are more appropriate in other zones. The owners have also expressed concern with the municipal code enforcement violations, noise, dust, and potential pollution that could affect the private well servicing the 4160 property. As of August 25, 2026, the construction business is still operating despite the Special Home Occupation License being withdrawn. PROPERTY INFORMATION Description: The subject property is located within the Medium Density (RS) Residential District and is within the Shoreland Management Overlay District. The property is along the northern boundary of Gem Lake at the intersection of Goose Lake Road and Otter Lake Road with Goose Lake nearby. It is surrounded by other Medium Density (RS) Residential District and adjacent to Gem Lake City Hall. The property also abuts Universal Forest Products at 4141 Hoffman Road, an Industrial property within White Bear Township. The property gains access from Otter Lake Road with an existing curb cut and paved driveway to be maintained with a gravel surface on the property as well. 4180 Otter Lake Road currently has a residential single-family dwelling unit, built in 1956. There is an active residential building permit to remodel and add onto the existing house and address the Housing Maintenance Ordinance No. 83 code violations. The property has also been operating a construction business at the property with multiple trucks and trailers being stored, staged, and delivered from the property. The property owner and applicant were advised to cease the operation of the commercial business until the necessary approvals were received. This initially included a ECM Construction LLC CUP – 4180 Otter Lake Road Gem Lake Planning Commission 09/01/26 August 20, 2026 Page 3 Special Home Occupation License application that was withdrawn upon the recommendation of staff, and the business has continued to operate. Land Use: Construction Business Storage/Single-Family Dwelling Unit Figure 3: Aerial of the site, from Ramsey County GIS. N County Road E East N O t t e r L a k e R o a d Goos e L a k e R o a d White Bear Township ECM Construction LLC CUP – 4180 Otter Lake Road Gem Lake Planning Commission 09/01/26 August 20, 2026 Page 4 Figure 4, Proposed conditions survey dated 6-23-2026 and submitted 7-1-2026. EVALUATION OF REQUESTS Medium Density (RS) Residential District Ordinance Requirements Section 8, Subsection 6. Area, Frontage, and Yard Requirements, (3) establishes the following minimum requirements for properties with on-site septic systems constructed in the “RS” zoning district: Standard Minimum Requirement Proposed Condition Total Area 0.75 acres 1.59 acres Buildable Area 75% of total area Not provided Existing Coverage Area Not specified 12.8% Open Space 40% of total area 85.1% of total area Impervious Surface Not specified 14.9% Maximum Accessory Structure Height 15 feet 24 feet, 10 inches (24′10″) Accessory Structure Front/Side Setback, Goose Lake Road Not specified Not applicable Accessory Structure Side Yard Setback 15 feet 26.8 feet Accessory Structure Rear Yard Setback 10 feet Greater than 50 feet Variance and Conditional Use Permit Requirements Ordinance Requirements Section 8, Subsection 5. Height Regulations (1) states no accessory structure shall exceed fifteen (15’) feet in height measured from the ground six (6’) feet from the primary front entrance to the highest point of the roof structure. A variance is required to allow an accessory garage height of 24 feet, 10 inches (24’10”). ECM Construction LLC CUP – 4180 Otter Lake Road Gem Lake Planning Commission 09/01/26 August 20, 2026 Page 5 Section 17, Subsection 4 establishes the purpose and intent of the variance process to alleviate strict application of provisions within the Zoning Ordinance. Variances shall be considered in cases whereby reason of “practical difficulties” means the property owner proposes to use the property in a reasonable manner not permitted by the zoning ordinance. Furthermore, the plight of the landowner is due to circumstances unique to the property not created by the landowner; and the variance, if granted, will not alter the essential character of the locality. Economic considerations alone do not constitute practical difficulties and a variance may not be granted to allow any use that is not allowed in the zoning district where the property is located. Section 17, Subsection 5 sets the process for considering Conditional Use Permits, which is the same process as for variances. Conditional Use Permits are subject to the following criteria established by Section 17, Subsection 5.2.1, which are the same criteria for granting variances, with the exception of an additional criteria with the anticipated duration of the Conditional Use: 1. Adjacent Uses. This criterion is not met. The property is zoned Medium Density (RS) and is surrounded by other single-family residential properties, Gem Lake City Hall, and industrial property in a different jurisdiction (White Bear Township). The property owner is proposing to use the property in a manner that is not permitted in the zoning district, i.e. conducting a construction business out of a residential single-family dwelling unit. The property owner is currently operating a construction business and has not ceased the operation. The business is not compatible with the adjacent residential properties. 2. Air and Water Quality. This criterion needs more clarification. The property is currently operating a construction business that involves storage and staging of trucks, trailers, and other equipment that may generate negative impacts to air and water quality based on the potential storage of these vehicles. 3. Traffic Generations. This criterion is not met. The proposed use of a construction business with trucks, trailers, and other construction equipment being stored, staged, and delivered to and from the property would generate more traffic than would be expected from a single-family dwelling unit. 4. Public Safety and Health. This criterion needs more clarification. The proposed may impact public safety and health. 5. Area Aesthetics. This criterion is met. The proposed garage is expected to be constructed in accordance with the other dwelling units and garages in the area. 6. Economic Impact on the Entire Area. This criterion is met. The proposed use would be more beneficial to the economic impact on the entire area. 7. Consistency with the Comprehensive Plan. This criterion is not met. The 2040 Comprehensive Plan designates the existing land use as Single Family Residential and the future land use guiding as Single Family – Residential. 8. Anticipated Duration of the Conditional or Interim Use This criterion is met. There would be no anticipated dissolution of the conditional use. Conditional uses, if discontinued for 6 months, are considered void. Staff Comments The project plans were forwarded to staff and other agencies for comments.. ECM Construction LLC CUP – 4180 Otter Lake Road Gem Lake Planning Commission 09/01/26 August 20, 2026 Page 6 ▪Ramsey County o County staff has reviewed the plans and requires construction at the property route construction traffic to avoid using Goose Lake Road if it takes place during the latter half of 2027, as a condition of approval. ▪Department of Transportation (MnDOT) o MnDOT Development Review staff have reviewed the plans and has no comments. ▪Vadnais Heights Watershed Management Organization (VLAWMO) o VLAWMO has reviewed the application and have no comments. ▪Fire Department (City of White Bear Lake) o Assistant Chief/Fire Marshal has reviewed the applications and has no comments. ▪Building Official o The Building Official has reviewed the applications and has no comments. A building permit will be required as a condition of approval. ▪Engineering o City Engineering staff (SEH) has reviewed the applications and have no comments. ACTION The Planning Commission has the following options for each request: 1. Recommend approval of the request, with or without conditions. 2. Recommend denial of the request, with findings for denial. 3. Table the request for further review/study. RECOMMENDATION A separate motion should be made for each request. 1.Variance. Variance request to allow construction of an accessory structure exceeding the 15-foot maximum for accessory structure and permit a maximum height of 24 feet, 10 inches. 1. Recommend approval of the request, with or without conditions. 2. Recommend denial of the request, with findings for denial. 3. Table the request for further review/study. 2.Conditional Use Permit. Conditional Use Permit to allow an accessory structure exceeding 1,000 square feet. 1. Recommend approval of the request, with or without conditions. 2. Recommend denial of the request, with findings for denial. 3. Table the request for further review/study. Attachments: Resolution No. 2026-XX (Approval) Resolution No. 2026-XX (Denial) Conditional Use Permit Application Variance Application Narrative Construction Plans dated 11-22-2021 Proposed Conditions Survey 6-23-2026 Public Notice to Newspaper Public Notice to Neighborhood Mailing List April 2026 Pictures Correspondence from City Clerk dated 5-6-2026 Correspondence from City Planner dated 5-8-2026 Correspondence from Applicant dated 7-21-2026 withdrawing Special Home Occupation License. ECM Construction LLC CUP – 4180 Otter Lake Road Gem Lake Planning Commission 09/01/26 August 20, 2026 Page 7 Correspondence from Dennis and Beth Holman (4160 Otter Lake Road) ATB CITY OF GEM LAKE, MINNESOTA RESOLUTION NO. 2026-XX APPROVING A CONDITIONAL USE PERMIT FOR AN ACCESSORY STRUCTURE EXCEEDING 1,000 SQUARE FEET AND A VARIANCE TO ALLOW AN ACCESSORY STRUCTURE HEIGHT OF 24 FEET, 10 INCHES EXCEEDING THE 15 FOOT HEIGHT FOR 4180 OTTER LAKE ROAD, PID 223022440022 WHEREAS, , ECM Construction LLC, applicant on behalf of Christopher Marquez Gutierrez, the property owner made an application to request a Conditional Use Permit to allow an accessory structure exceeding 1,000 square feet and a variance to allow for the accessory structure to exceed the maximum 15-foot height and permit a 24 foot, 10 inch (24’10”) height located at the property listed above; and WHEREAS, the Planning Commission reviewed the request at a duly noticed public hearing on September 1, 2026, and determined that the proposed requests did not meet the criteria approval, and voted to recommend denial of the request with findings for denial; and, WHEREAS, upon consideration, the City Council has determined that the criteria for approval. set forth in Section XXX of the City of Gem Lake Code . NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF GEM LAKE, RAMSEY COUNTY, MINNESOTA, the request for the Conditional Use Permit and variance to allow for the accessory structure exceeding 1,000 sq. ft. and 15’ in height located at the property addressed as 4180 Otter Lake Road is approved with the following conditions:. 1. The applicant shall submit for a building permit per the floor plans submitted to the City on 6/11/2026 and 07/1/2026 reviewed with this application. 2. No business activity shall be permitted on-site. 3. The applicant shall adhere to all applicable local, State, or Federal regulations. 4. The applicant shall acquire any other applicable local, State, or Federal permits for this request. 5. The Applicant shall pay all fees and escrows associated with this request. Adopted by the City Council of Gem Lake, Ramsey County, Minnesota, on this 15th day of September, 2026. Resolution No.: 2026-XX Page 2 of 2 ______________________________ _____________________________ Gretchen Artig-Swomley, Mayor Barbara Suciu, City Clerk CITY OF GEM LAKE, MINNESOTA RESOLUTION NO. 2026-XX FINDINGS OF FACT AND DECISION REGARDING AN APPLICATION FOR A A CONDITIONAL USE PERMIT FOR AN ACCESSORY STRUCTURE EXCEEDING 1,000 SQUARE FEET AND A VARIANCE TO ALLOW AN ACCESSORY STRUCTURE HEIGHT OF 24 FEET, 10 INCHES EXCEEDING THE 15 FOOT HEIGHT RESTRICTION FOR 4180 OTTER LAKE ROAD, PID 223022440022 WHEREAS, ECM Construction LLC, applicant on behalf of Christopher Marquez Gutierrez, the property owner made an application for a Conditional Use Permit to allow an accessory structure exceeding 1,000 square feet and a variance to allow for the accessory structure to exceed the maximum 15-foot height and permit an accessary structure with a height of 24 foot, 10 inch (24’10”) to be located at the property listed above; and WHEREAS, the Planning Commission reviewed the request at a duly noticed public hearing on September 1, 2026, and determined that the proposed requests do not meet the criteria for approval, and voted to recommend denial of the request with findings for denial. NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF GEM LAKE, RAMSEY COUNTY, MINNESOTA, That the following findings for denial are made as the application has not satisfied the following criteria: 1. Ordinance No. 131, Section 17 (Section 4) outlines the required findings for variance and (Section 5) for Conditional Use Permits: 1. Adjacent Uses. This criterion is not met. The property is zoned Medium Density (RS) and is surrounded by other single-family residential properties, Gem Lake City Hall, and industrial property in White Bear Township. The property owner is proposing to use the property to conduct construction business which is not permitted in the RS zoning district, Further, the property owner is currently operating a construction business and has been notified of the zoning code violation, but not ceased the operation. The business is not compatible with the adjacent residential properties. 2. Traffic Generations. This criterion is not met. The proposed use of a construction business with trucks, trailers, and other construction equipment being stored, staged, and delivered to Resolution No.: 2026-XX Page 2 of 2 and from the property would generate more traffic than would be expected from a single-family dwelling unit. 3. Consistency with the Comprehensive Plan. This criterion is not met. The property is zoned Medium Density (RS) and the 2040 Comprehensive Plan designates the existing land use as Single Family Residential with the future land use guiding as Single Family – Residential. 4. The property owner is not proposing to use the property in a reasonable manner permitted by the Zoning Ordinance. The plight of the landowner is due to circumstances created by the landowner. The variance, if granted, is not in keeping with other adjacent commercial uses in the immediate area and is different from the other residential uses found in the Medium Density “RS” Residential District. The zone does not allow for commercial business functions apart from home occupations, county clubs, golf courses, and other private commercial recreation areas and facilities, and bed and breakfast establishments. NOW, THEREFORE, BE IT FURTHER RESOLVED BY THE CITY COUNCIL OF GEM LAKE, RAMSEY COUNTY, MINNESOTA, That the made an application for a Conditional Use Permit to allow an accessory structure exceeding 1,000 square feet and a variance to allow for the accessory structure to exceed the maximum 15-foot height and permit an accessary structure with a height of 24 foot, 10 inch (24’10”) to be located at 4180 Otter Lake Road is denied. Adopted by the City Council of Gem Lake, Ramsey County, Minnesota, on this 15th day of September, 2026. ______________________________ _____________________________ Gretchen Artig-Swomley, Mayor Barbara Suciu, City Clerk 6/8/2026 To whom it concerns, I am requesting the conditional use to allow the construction of a detached garage that exceeds the maximum permitted square footage for accessory structures on my property. The addition would be used to store trucks and trailers from my personal business. The proposed building will provide adequate indoor storage, helping to keep vehicles and equipment organized and reducing outdoor storage on the property. Any issues that need to be corrected from the house will be resolved during the remodeling process of the house. Thank you very much. - Elias Marquez Gutierrez 1 6 REVISIONS BY BU I L T B Y : 2 6 BU I L T B Y : 3 6 BU I L T B Y : 4 6 BU I L T B Y : 5 6 BU I L T B Y : 6 6 BU I L T B Y : August 12, 2026 Dear Resident, The City of Gem Lake, Minnesota, Planning Commission will be holding a public hearing on Tuesday, September 1st, at 7:00 pm. The purpose of the hearing is to consider the following applications submitted by ECM Construction LLC, on behalf of property owner Christopher Marquez Gutierrez, for property at 4180 Otter Lake Road (Parcel ID: 223022440022). The applications are for: a Conditional Use Permit to allow for an accessory structure exceeding 1,000 sq. ft. and a Variance to allow an accessory structure height exceeding 15’ and not to exceed the height of the primary structure. The City’s Consolidated Land Use Ordinance requires a public hearing for Conditional Use Permit and Variance applications. You are being notified of this hearing because your property is within 350 feet of the applicant’s property, 4180 Otter Lake Road (Parcel ID: 223022440022). You may attend the public hearing if you wish to provide comments or ask questions about the proposed request. The meeting will be held on Tuesday, September 1st, 2026 at 7:00 pm at Heritage Hall (4200 Otter Lake Road). You may also submit comments in writing (by letter or email) to Barbara Suciu, City Clerk, at 4200 Otter Lake Road, Gem Lake, MN 55110 or barbara.suciu@gemlakemn.org prior to noon on the day of the meeting. The Clerk will provide all comments received to the Planning Commission. A copy of the staff report and application materials will be available for review prior to the meeting. The meeting materials will be placed on the City of Gem Lake website (https://gemlakemn.org/). Sincerely, Andrew Boucher - Gem Lake City Planner cc: Barbara Suciu, Administrative Assistant Mike Johnson, Building Inspector CJ Sycks, Gem Lake City Planner CITY OF GEM LAKE RAMSEY COUNTY, MINNESOTA NOTICE OF PUBLIC HEARING ON PROPOSED CONDITIONAL USE PERMIT AND VARIANCE August 12, 2026 NOTICE IS HEREBY GIVEN that the Planning Commission of Gem Lake, Ramsey County, Minnesota shall consider applications from ECM Construction LLC, on behalf of property owner Christopher Marquez Gutierrez, for a Conditional Use Permit to allow an accessory structure exceeding 1,000 sq. ft. and a Variance to allow a garage height exceeding 15 feet, not to exceed the height of the existing house for property at 4180 Otter Lake Road (Parcel ID: 223022440022). The hearing will take place at the Planning Commission meeting on September 1, 2026, at approximately 7:00 p.m. at the Gem Lake City Hall (4200 Otter Lake Road). A copy of the application and staff report will be available from the City Clerk approximately one week prior to the hearing. Gretchen Artig-Swomley, Mayor Published one time in the White Bear Press on _______. tax-name tax2 tax-addresstax-city NORTHERN PACIFIC RY CO BNSF RAILWAY CO PO BOX 961089 FORT WORTH TX 76161- 0089 UFP REAL ESTATE LLC 2801 E BELTLINE AVE NE GRAND RAPIDS MI 49525- 9680 RANDY STOCKMAN 1633 GOOSE LAKE RD SAINT PAUL MN 55110- 4119 MICHELLE L WARNER 4134 SCHEUNE MAN RD WHITE BEAR LAKE MN 55110- 4115 DENNIS M HOLMAN 4160 OTTER LAKE RD WHITE BEAR LAKE MN 55110- 3732 MICAH BONKOSKI 4161 OTTER LAKE RD SAINT PAUL MN 55110- 3733 ANTHONY A PETERSEN 4104 OTTER LAKE RD GEM LAKE MN 55110- 3732 VALERIE T HUGHES 4136 SCHEUNE MAN RD GEM LAKE MN 55110- 4115 JAMES A LINDNER 4155 OTTER LAKE RD GEM LAKE MN 55110- 3733 KEVIN CULLEN 4151 OTTER LAKE RD GEM LAKE MN 55110- 3733 TOWN OF WHITE BEAR MINNESOTA 1281 HAMMON D RD WHITE BEAR TOWNSHI P MN 55110- 6544 BNSF RAILWAY CO PO BOX 961089 FORT WORTH TX 76161- 0089 ASHLIE PHILLIPS 4150 OTTER LAKE RD GEM LAKE MN 55110- 3732 LORRELL M KIRCHHAMER 4170 OTTER LAKE RD WHITE BEAR LAKE MN 55110- 3732 BRANDON KEIZER 1636 GOOSE LAKE RD SAINT PAUL MN 55110- 4170 GERALD M THOMSON +11:1110:179:2:17 1639 GOOSE LAKE RD ST PAUL MN 55110- 4119 1 Andrew Boucher From:Barbara Suciu <barbara.suciu@gemlakemn.org> Sent:Wednesday, May 6, 2026 1:45 PM To:Andrew Boucher Cc:Mike Johnson Subject:Fw: 4180 Otter Lake Rd CAUTION: This email originated from outside of TKDA. Do not click links or open attachments unless you recognize the sender and know the content is safe. Hello, I took some pictures of 4180 Otter Lake Road. I sent a letter in April regarding the status of the property, and it was returned to city hall. With the building permit that is submitted, I want to be on the same page. Historically, this property has been cited for running a business out of it. Currently, there are dumpsters and other equipment in the back yard. And, I haven't received the application for the Conditional Use Permit. Thanks. Barbara Suciu City Clerk 4200 Otter Lake Road Gem Lake, MN 55110 Direct: 651-747-2790 Office: 651-747-2790 Fax: 651-747-2795 Email: barbara.suciu@gemlakemn.org Website: gemlakemn.org From: Barb Suciu <barbsuciu@gmail.com> Sent: Tuesday, May 5, 2026 2:42 PM To: Barbara Suciu <barbara.suciu@gemlakemn.org> Subject: 4180 Otter Lake Rd 1 Andrew Boucher From:Andrew Boucher Sent:Friday, May 8, 2026 3:48 PM To:'Elias Marquez Gutierrez' Cc:Barbara Suciu; Mike Johnson Subject:RE: 4180 Otter Lake Road - Accessory Structure (New Garage Exceeding 1,000 Sq. Ft.), Residential Addition Elias, I just wanted to follow up with you and your family regarding your intention to apply for a Conditional Use Permit to allow an accessory structure exceeding 1,000 sq. ft.; last time we spoke you said you’re working on providing a copy of the proposed conditions survey showing the footprint of the new garage and residential addition. Before you submit your application and plans, I would like to address a few items that were brought up by the City Clerk related to potential code violations of the Housing Maintenance Ordinance No. 83 (missing windows and unsecured door) which may already be part of your scope with the residential remodel/addition application, but I want to confirm that is part of the work that you’re proposing. The other item I wanted to bring to your attention is that according to the City, this property has been previously cited for running a business out of it and there are dumpsters and other equipment present on the property. I want to confirm whether it is your intention to run a home occupation out of the property or if the dumpsters/equipment are being used for the proposed construction and will be removed from the property as soon as the work is finished. If you do intend to operate a home occupation at this property, then I would just need some additional information about how the proposed home occupation meets the following requirements of Ordinance 134 Home Occupations: 2. Home Occupations requiring a Special License or Permit if the following criteria apply; 1. Occupations that require parking of light commercial vehicles, or trailers with a maximum one-ton payload capacity 3. Home Occupations requiring a CUP; 1. Occupations with a vehicle used and parked on the premises, with greater than a one-ton payload capacity. 2. If the home occupation produces any waste that should be treated or regulated. The Home Occupation will also be required to meet Section 4 Requirements of Home Occupations (1- 10) with the understanding that there is a potential risk of the Planning Commission/City Council may consider the use as objectionable per Section 4.2 of Ordinance 134 . Please feel free to give me a call or respond to this email if you have any questions. If you are intending to run a home occupation from the residence, then we should discuss it and understand whether it needs to be included as part of the CUP request. 2 Thanks, Andrew Andrew Boucher, AICP, ENV SP Planner P 651.292.4545 | C 651.295.2267 E andrew.boucher@tkda.com 3311 E Old Shakopee Rd, Suite 300, Bloomington, MN 55425 From: Elias Marquez Gutierrez <ecmconstllc@gmail.com> Sent: Tuesday, May 5, 2026 11:36 AM To: Andrew Boucher <andrew.boucher@tkda.com> Subject: Re: 4180 Otter Lake Road - Accessory Structure (New Garage Exceeding 1,000 Sq. Ft.) CAUTION: This email originated from outside of TKDA. Do not click links or open attachments unless you recognize the sender and know the content is safe. Andrew, There will be an addition done to the front and the back of the house. Thank you! 1 Andrew Boucher From:Barbara Suciu <barbara.suciu@gemlakemn.org> Sent:Wednesday, May 6, 2026 1:45 PM To:Andrew Boucher Cc:Mike Johnson Subject:Fw: 4180 Otter Lake Rd CAUTION: This email originated from outside of TKDA. Do not click links or open attachments unless you recognize the sender and know the content is safe. Hello, I took some pictures of 4180 Otter Lake Road. I sent a letter in April regarding the status of the property, and it was returned to city hall. With the building permit that is submitted, I want to be on the same page. Historically, this property has been cited for running a business out of it. Currently, there are dumpsters and other equipment in the back yard. And, I haven't received the application for the Conditional Use Permit. Thanks. Barbara Suciu City Clerk 4200 Otter Lake Road Gem Lake, MN 55110 Direct: 651-747-2790 Office: 651-747-2790 Fax: 651-747-2795 Email: barbara.suciu@gemlakemn.org Website: gemlakemn.org From: Barb Suciu <barbsuciu@gmail.com> Sent: Tuesday, May 5, 2026 2:42 PM To: Barbara Suciu <barbara.suciu@gemlakemn.org> Subject: 4180 Otter Lake Rd 2 3 4 5 6 7 8 9 10 11 Sent from my iPhone Dear Members of the City of Gem Lake Planning Commission: My wife and I have been notified that the City has received applications for: a Conditional Use Permit to allow for an accessory structure exceeding 1,000 sq. ft. and a Special Home Occupation Permit to allow vehicles and equipment related to a construction business to be stored in the garage, for the property located at 4180 Otter Lake Road (Parcel ID: 223022440022). Thank you for providing us with this information. My wife (Beth) and I have been home owners here in Gem Lake for nearly 42 years and we sincerely appreciate your reaching out to let us know about these applications and offering us an opportunity to provide input in the decision you are being asked to make. While I hope to be able to attend the hearing (which I understand has been rescheduled for August 4, 2026), I am submitting my comments and concerns in writing in the event we are unable to attend. Beth and I live at 4160 Otter Lake Road and would be directly affected by the decision you are being asked to make. We respectfully request that you deny both applications for many reasons including but not limited to: 1. These applications are not appropriate for this location. The property located at 4180 Otter Lake Road (Parcel ID: 223022440022) is zoned as residential. The city originally planned and zoned it that way to afford home owners the opportunity to build a home and establish a peaceful, safe and healthy environment in which to live. These applications are being submitted by ECM Construction LLC, for the stated purpose of operating a commercial construction business and to better facilitate the needs of said business by putting up a structure for the expressed purpose of housing the vehicles and equipment of this business. The interests, needs and desires of a commercial business are not the same as those of a residential home owner and are often n direct conflict with each other. This is why certain areas of any city are zoned accordingly. A business has certain needs that must be met in order to conduct business efficiently and successfully. Commercial property affords businesses the opportunity to do so without infringing on the rights, health and safety of the community they occupy. Commercial businesses belong in an area zoned for commercial industry. I believe Gem Lake or other nearby communities have properties already appropriately zoned for this type of business. I believe that there were new buildings recently built on White Bear Parkway that may be capable of housing vehicles and equipment. 2. Residential property owners have a right to expect that they can live in their own home without the disruption, conflict of interest and potential safety and health issues that come with the intermingling of commercial business within residential property. As Planning Commission members are probably aware, this business has been attempting to carry on their commercial activities at this location for some time now. They have demonstrated a willingness to violate local regulations including zoning, building permits, and animal control and housing regulations. We as neighbors have experienced vehicles coming and going as without regard to the time of day and without regard to how their activities affect neighbors in the community. They have multiple vehicles and equipment in the yard which are large, loud and create noise and dust to the degree that we cannot keep our own windows open. They have kept and allowed aggressive dogs to roam the neighborhood, behaving aggressively toward children and homeowners on their own property. Page 2 During the time we have lived in our home, we have seen the results of trying to give commercial businesses a little wiggle room. When the wood plant (which is not in Gem Lake) wanted to put up outdoor sheds to house their lumber (as they were expanding), they promised restricted hours of work. They assured the community that they would not be out in the yard in the early morning or evening. Now they operate in the yard day and night, backup alarms making it obvious their needs take precedence over any commitment they previously made to be considerate to their neighbors. Finally, there are the obvious health related issues this community has faced with businesses such as Water Gremlin which have resulted in air and water pollution. In cases such as these, business goes on without concern for others until it begins seriously affecting the personal health of members of their community. Industrial pollution is a concern for us. We still have a private well. I do not know what types of fluids, chemicals, run off etc. this construction business may produce or what regulations they may be willing to violate, but I believe the best protection for everyone is to enforce zoning ordinances to keep commercial businesses and residential properties separated from each other. 3. As a resident of this community I have seen members of our City Council make diligent and appropriate efforts to improve our community as it has grown. Your review and revision of ordinances (while planning for growth and the challenges that it brings) have been admirable. We appreciate all you have done and continue to do for our community. It is encouraging to learn that the Planning Commission will be reviewing this matter and we are hopeful that you will be able to make a decision that is in the best interest of the residents of our community. We certainly understand that commercial business is a necessary facet of any thriving community, we appreciate the fact that our City Council has been very intentional about zoning, ordinances and the factors that go into making it work for everyone. We urge you to continue that course of action by denying these applications and keeping a safe distance between residential and commercial properties in our community. I hope I have been able to express my concerns clearly. If you have any questions, please feel free to be in touch. Sincerely, Dennis and Beth Holman 4160 Otter Lake Road Phone: 651-270-8605 Memorandum To: City of Gem Lake Planning Commission Project Reference: Apple Ford Redevelopment Request – Minor Subdivision Copies To: Chris Gulbrandson, Apple Auto and WBL Auto Real Estate, LLC TKDA Project No.: 23763.000 From: Andrew Boucher, Planner Client No.: CJ Sycks, Planner Date: August 26, 2026 SUBJECT: Apple Autos Redevelopment Request – Minor Subdivision MEETING DATE: September 1, 2026 LOCATION: 3651 Highway 61 (PID 273022340010), 1491 County Road E E (PID 273022340009), 1485 County Road E E (PID 273022340006), and 0 County Road E E (PID 273022340007). APPLICANT: Chris Gulbrandson, Apple Autos OWNER: WBL Auto Real Estate, LLC. ZONING: Gateway (G) District: Neighborhood Center (NC), Neighborhood Mixed Use (NMU), and Neighborhood General (NG), and Neighborhood Edge (NE) sub-zones. Shoreland Overlay District. REVIEW PERIOD: 60-day period ends 10/9/2026 ITEMS REVIEWED: Application and plans received on 7/30/2026 and 8/7/2026 DESCRIPTION OF THE REQUEST Chris Gulbrandson, President at Apple Autos, requests a Minor Subdivision to adjust the lot line for Parcel 4 and combine that portion of Parcel 4 along with commonly owned Parcel 2 and 3 into two parcels. This will result in one 22.94-acre lot for the redevelopment of the Apple Ford White Bear Lake Dealership and one 10.65 lot that will remain vacant at this time. WBL Auto Real Estate, LLC will consolidate the new dealership parcel with the existing 3651 Highway 61 parcel at a future date. This future lot consolidation will be included as a condition of approval, prior to building permits being issued. The four existing parcels are identified from east to west and referred to as: • Parcel 1 (3651 Highway 61): 273022340010 • Parcel 2 (1491 County Road E E): 273022340009 • Parcel 3 (1485 County Road E E): 273022340006 • Parcel 4 (0 County Road E E): 273022340007 In addition to a subdivision, all redevelopment in the Gateway District requires a zoning compliance permit per Ordinance No. 131, Section 9. Gateway (2.2.2). The zoning compliance permit procedure is done administratively, however, with the pending minor subdivision request, the City will evaluate and issue the compliance permit following action by the City Council. This request will follow Building Type 15a in the City’s Consolidated Land Use Ordinance (Ordinance No. 131). No conditional use permits, variances, or other land use approvals are requested with this application. PROPERTY INFORMATION Apple Ford Redevelopment Request – Minor Subdivision Gem Lake Planning Commission 9/1/26 August 20, 2026 Page 2 Description: The subject parcels are located north of County Road E East and west of US Highway 61. The parcels are east of Daniels Farm Road (private). Parcels 1, 2, and 3, are commonly owned and fully located within the Neighborhood Center (NC) Sub-Zone of the Gateway District. There are currently nine existing structures, including one canopy structure. Most of the parcel areas are occupied by paved parking spaces for customers and merchandise. The total existing building area is 88,580 square feet. There are two access points to the property: one on Highway 61 near the northeast corner of the lot and one on County Road E East on Parcel 2. Parcel 4 is vacant and is located within three of the Gateway District Sub-Zones: Neighborhood Center (NC), Neighborhood Mixed Use (NMU), and Neighborhood General (NG), and Neighborhood Edge (NE). These subzones do not follow property lines; see Figure 3 for the zoning map. Land Use: Car Dealership (Commercial) and Vacant (Agriculture) Figure 1: Ramsey County GIS Aerial Image of Parcels 1, 2, 3, and 4. County Road E East Da n i e l s F a r m R o a d Parcel 1 Parcel 2 Parcel 3 Parcel 4 Apple Ford Redevelopment Request – Minor Subdivision Gem Lake Planning Commission 9/1/26 August 20, 2026 Page 3 EVALUAION OF REQUEST – ORDINANCE NO. 131 Section 9. Gateway “G” District The intent of the Gem Lake Gateway District (“Gateway” or “G”) is intended to allow for development and redevelopment of the real property associated with Hoffman Corner and points westward along Ramsey County Road E extending northward to the border with the zoning districts identified in Sections 5 and 6 of this Ordinance. This area has been the subject of a visioning study and includes both commercial and residential opportunities as described in the City of Gem Lake Comprehensive Plan and other city doc uments. As introduced by the visioning plan and envisioned by the Comprehensive Plan, the Gateway will emphasize commercial development and/or redevelopment in the Hoffman Corner intersection which traditionally has been the location of the Gem Lake commercial district. As one moves westward along County Road E, the intent of the Gateway is to transition into more residential type neighborhoods becoming less dense until it transitions to either the Estate Residential district or the Executive Residential district. This application includes land within all four sub-zones. See Figure 3. Neighborhood Edge: The lowest-intensity subzone, intended to provide a transition from mixed-use areas to nearby single-family residential neighborhoods. It primarily supports lower-density housing, larger lots, clustering options, buffers, and public open space where appro priate. This area is currently 5.2 acres of vegetation in Parcel 4 along the northern property boundary. The land is proposed to be within Proposed Parcel 1 and be fully preserved. The proposed use is consistent with the intent of the NE sub-zone. Neighborhood General: A transition subzone between lower-density residential areas and more active mixed- use development. It allows a range of residential building types and limited lower -impact office or retail uses that complement the surrounding neighborhood. This area is the northern half of the vacant land in Parcel 4/Proposed Parcel 2 with some land located within the vegetated area in proposed Parcel 1. This use is consistent with the intent of the NG sub-zone. Neighborhood Mixed Use: A more active subzone intended for mixed-use buildings, denser residential options, and smaller-scale commercial or office uses. It is intended to support walkable access to daily services, convenience retail, and neighborhood gathering spaces. This area includes the southern half of Parcel 4/Proposed Parcel 2 as well as a portion of the proposed parking lot (about three rows of parking). The parking lot is a low impact use and complimentary to the intent of the NMU sub-zone. Neighborhood Center: The most urban and commercially focused subzone, intended for pedestrian -oriented development with ground-floor retail, offices, residential uses above where feasible, and medium - to larger-scale commercial activity. Transitions to adjacent lower-density areas should be carefully planned. Parcels 1, 2, and 3 are entirely within this sub-zone. The proposed use aligns with the intent for retail, office, and medium-large scale commercial activity. Starbucks In addition to the car dealership, the applicant proposes to include a Starbucks Coffee business within the building. There would be an internal entrance and an outside entrance open to the public, not just customers of the dealership. The business will be fully within the dealership and will not include a drive -through. There are general and accessible parking stalls along the building near the external entrance to the proposed coffee shop. The intent of the Neighborhood Center Subzone is to promote dense, mixed-use, commercial development. This proposed collaboration meets that intent. Section 9.6. Building Type Standards & Figure 15a Apple Ford Redevelopment Request – Minor Subdivision Gem Lake Planning Commission 9/1/26 August 20, 2026 Page 4 The proposed use follows the Commercial, Automotive Dealership building type: Figure 15a. This application does not include any amendments to the building type. Below is a review of the proposed use Definition: The use aligns with the definition. Lot Size and Placement: The lot size and placement is appropriate. The frontage street in Figure 15a states “Access may be from Highway 61 and a secondary street.” Due to the orientation of the property, the proximity to the intersection, and comments from MnDOT, access will be obtained from County Road E East. A secondary access will be available on Highway 61 in the same location as the existing access. Parking: Customer parking requires “one space per 1,000 SF rounded up, plus one space for each service or cleanup stall. Outside inventory and service vehicles is not counted toward the parking requirements.” The applicant is proposing 1,179 stalls with 6 accessible stalls (121,451 square feet / 1,000 square feet + 67 service stalls = 188.5 (189 rounded) stalls required). Impervious Surface Coverage: “Maximum 80% of the lot”. The applicant is proposing Parcel 1 (dealership) to have a total of 58.6% impervious surface coverage and Parcel 2 (vacant) to have a total of 0.0% coverage. Height: The maximum height permitted is two stories or 36’ total. The dealership proposed to construct the building no taller than 28 feet and no shorter than 18 feet. Height var ies by building area, for example the showroom area is 28 feet tall, whereas the car wash/detailing space is 18 feet tall. See Figure 2. Building Disposition: The footprint requirement of 1-2 stories with minimum 20,000 square feet is met. Parking setbacks of 20 feet from the County Road ROW, 10 feet from the Highway 61 ROW, and 10 feet from interior lot lines, are met. Building setbacks of 30 feet from any lot line are met. The orientation of the building is appropriate. Figure 2: Page A-4.6, Exterior Elevations 7-23-26 submittal, Exterior Perspective 2. Section 9.7 “Sub-Zone Uses. Permitted Primary Uses in the Gateway District Subzones are determined by building Type as determined by this Ordinance. See Figures 16 & 17 for the allowable uses in each sub -zone, by building use.” Figure 17 in Ordinance 131 permits Automotive Dealerships through a zoning compliance review. Accessory uses such as sheds, supplemental repair, showrooms and outdoor storage require zoning compliance review. Apple Ford Redevelopment Request – Minor Subdivision Gem Lake Planning Commission 9/1/26 August 20, 2026 Page 5 Figure 3: City Gateway District Sub-Zone Map with Subject Properties outlined in blue. Figure 4: Proposed Site Plan provided by the Applicant Apple Ford Redevelopment Request – Minor Subdivision Gem Lake Planning Commission 9/1/26 August 20, 2026 Page 6 Section 27. Tree Preservation. The applicant submitted a tree inventory, a landscaping plan, and a narrative description of their tree preservation plan in accordance with City Ordinance. There is currently a large stand of mature conifers between the existing Parcel 3 and 4. Few trees exist on the dealership parcels. A portion of the parcels are located in the Shoreland Management district, which has stricter regulations. The applicant included a description of their approach in the submittal. In summary, the applicant is proposing to replace the maximum feasible number of trees to promote healthy growth , will clean up the existing tree stands, remove invasive species and unhealthy plants. The applicant will voluntarily pay the city for parkland dedication despite creating no new lots. See Figure 5 for planting locations. Figure 6 shows the total number of trees being preserved and removed in the shoreland and non-shoreland areas as well as the replacement factors as required by ordinance. The application includes the following statements from the developer, “In order to meet the requirements of removal and replacements needed, the development would need to supply over 1,500 new trees in addition to the 248 preserved trees on site and the more than 200 new trees proposed. This is not a feasible number for the proposed use, and the amount of space left would not be sufficient for these trees to grow, develop, and remain healthy. Instead, we propose the all of the following as an alternative for the City to review in terms of the landscape and tree preservation replacement provided. These include: 1. Replacing the maximum amount of feasible trees around and throughout the site in optimal locations. 2. Cleaning up and reestablishing the natural wetland area and buffers on the north side of the site. This will include removing invasive species and dead or unhealthy plants materials, reestablishing native plantings, planting additional native trees, and providing additional buffering along the portions that border the proposed edge of the site and parking lot. 3. Paying a portion of park dedication to the City despite being exempt from paying it as the project is not a full subdivision. We find this approach gives both the City and the property owner benefits in terms of development and design. These solutions above will help meet the intent of the Ordinance and promote new and improved development while removing unnecessary burdens that would not produce any additional benefit to the City. This plan also will leave the natural wetland and wooded area as a long-term buffer between residents to north and any future development on the remaining farm parcel along County Road E.” Apple Ford Redevelopment Request – Minor Subdivision Gem Lake Planning Commission 9/1/26 August 20, 2026 Page 7 Figure 5: Overall Landscape Plan L2.1 of the 7-24-26 submittal The tree preservation and landscape plan does not meet the requirements of Section 27 Tree Preservation, as presented in the current configuration. The applicant may consider the following options to meet the requirements: 1) Revise the plan to show less removal of trees and reducing the amount of replacement trees. 2) Apply for a variance to Section 27. 3) Explore other alternatives such as potentially obtaining an easement from the adjacent property owner to allow for additional tree replantings. Section 18.4 Refuse. “All waste shall be kept in an enclosed building or property contained in a closed container designed for such purposes.” “In all non-residential districts, all commercial refuse containers shall be enclosed in a building or properly fenced or screened to prevent any refuse from spilling beyond the fenced or screened area and to prevent access by children or other unauthorized persons.” Section 18.8 Lighting Lighting must be arranged to deflect light from adjoining properties and streets. The height cannot exceed the maximum principal structure height (36 feet). Lighting to illuminate sales lots shall not exceed 120-foot candles at 36 inches off the ground. Proposed lighting will be directed downward. Lighting will be placed throughout the parking areas and against the building. Lighting poles will be 24 feet tall with a 3-foot base (27 feet total). Lighting placed on the building will be located 16 feet up. See Figure 7 for the proposed lighting style. The redevelopment of the Barnett Kia dealership in the Gateway District was approved in 2024. The Commission at that time discussed the intensity of the lighting at night. A condition of approval was: “The applicant must dim sales lot and parking lot lighting to 15% illuminance between the hours of 10:00 P.M. and 6:00 A.M. Said lighting shall be able to be motion-activated to 100% illuminance for security purposes.” The commission should discuss whether this is desired for Apple Ford. Figure 7. Lighting styles from the submitted 7-23-26 Lighting Proposal Section 8.20. Parkland Dedication. Fee in lieu of parkland dedication is typically required when subdivision results in new lots. The amount is typically in an amount equal to 10% of the total acreage of the development or 10% of the pre-development land value. No parkland dedication fee is required with this application; however, the applicants may choose to make a voluntary payment. They expressed this as an option to support the city where they could not meet the requirements of the Tree Preservation ordinance. An amount should be discussed between the city and the applicant and included as a condition of approval, if desired. Zoning Compliance Section 9.2.2.2 states “All new construction, remodeling, or expansion… within the Gateway District requires a Zoning Compliance Permit. The Zoning Compliance Permit is indefinite in duration and the entitlements stated on the permit shall run with the land. A Zoning Compliance Permit is granted after determination that the proposal complies with all applicable standards set forth within this Section (Thoroughfare Standards, Civic Space Standards, Building Type Standards, Parking, and Design Standards).” Section 9.2.2.6 states “All applicants seeking a Zoning Compliance Permit must submit a development plan with their application.” Requirements for a development plan are found in Section 9. 7.2. Apple Ford Redevelopment Request – Minor Subdivision Gem Lake Planning Commission 9/1/26 August 20, 2026 Page 8 Section 9.8 outlines the plans for re-development of a single lot. This process requires administrative approval, pending approval of the lot line adjustment and the ordinance amendments . All requirements are met in conjunction with the proposed subdivision/lot line adjustments. The Zoning compliance permit will be administratively approved contingent on an approved subdivision. If the subdivision is not approved, the zoning compliance permit will be reevaluated administratively for compliance. 2040 Comprehensive Plan Staff Comments The project plans were forwarded to staff and other agencies for comments. The following comments were received: ▪ Minnesota Department of Transportation (MnDOT) is reviewing the applications and will provide comments. Prior correspondence dated January 12, 2026, MnDOT requires a Traffic Impact Study with the proposed expansion of the Apple Auto Group facility. The TIS should analyze the impacts of converting the current employee restricted access to US 61 to an unrestricted public access. The site layout shall clearly show the MnDOT ROW limits and access control. Please coordinate with MnDOT Surveys (Keith Jajober, 651-775-0970 or keith.jakober@state.mn.us) to obtain line work along US 61; questions about this comment should be addressed to (Chinou Vue, 651-234-7570 or chinou.vue@state.mn.us). MnDOT requires an access permit for work on access to US 61. Additionally, any other use of, or work within or affecting, MnDOT right of way will require a permit. Permits can be applied for at this site (https://olpa.dot.state.mn.us/OLPA/). A MnDOT drainage permit is required before development occurs. The permit applicant shall demonstrate that the off-site runoff entering MnDOT drainage system(s) and/or right of way will not increase. The drainage permit application, including the information below, should be submitted online to: https://olpa.dot.state.mn.us/OLPA/. Please upload this letter with the drainage permit application. The following information must be submitted with the drainage permit application: o Grading plans, drainage plans, and hydraulic calculations demonstrating that proposed flows to MnDOT right of way remain the same as existing conditions or are reduced. o Existing and proposed drainage area maps with flow arrows and labeling that corresponds with the submitted calculations. o Hydro CAD model and PDF of output for the 2, 10, and 100-year Atlas 14 storm events. Once a drainage permit application is submitted, a thorough review will be completed and additional information may be requested. ▪ Minnesota Department of Natural Resources (MN DNR) o No comments. ▪ Ramsey County is reviewing the applications and will provide comments . ▪ Vadnais Heights Watershed Management Organization (VLAWMO) o No comments. Wetland delineation was approved on 7/14/2026 ▪ City of Vadnais Heights o The City of Vadnais Heights requires plumbing permits and inspections for the proposed public water connection. o Ramsey County may require right-of-way permits, and copies must be submitted with the plumbing permit applications. o Public water connections must include separate meters for billing purposes. These connections may include separate metering for domestic, irrigation, fire protection and car wash uses. o Because of the ongoing White Bear Lake water level litigation, the proposed car wash facility must include a water-recycling system. Please provide details on the recycling rate for further review and comment. o Final plans should include the required DIP reducer and DIP sleeve at the planned connection to the City’s watermain. Apple Ford Redevelopment Request – Minor Subdivision Gem Lake Planning Commission 9/1/26 August 20, 2026 Page 9 o Please submit any revised plans prepared for final approval so the City of Vadnais Heights can review and comment on them. ▪ Fire Department (City of White Bear Lake) o Provide a turning radius overlay sheet in the plan-set and all new fire hydrants shall have the large diameter discharge port configured as: 5” Storz connection with cap. ▪ Building Official is reviewing the applications and will provide comments. ▪ City Engineer reviewed the applications and provided a memo dated August 25, 2026 outlining the general site and stormwater comments. ACTION The Planning Commission has the following options: 1. Recommend approval of the request, with or without conditions. 2. Recommend denial of the request, with findings for denial. 3. Table the request for further review/study. RECOMMENDATION Staff recommends the Planning Commission table the request for a minor subdivision of 1491, 1485, and 0 County Road E East, and 3651 Highway 61 resulting in two lots and a zoning compliance certificate to allow for redevelopment of a car dealership to allow for Minnesota Department of Transportation and Ramsey County to complete their review and the City Engineer comments to be addressed including documentation from Ramsey Washington Metro Watershed District as the project is located on the boundary and some drainage appears to flow south, outside of the VLAWMO area.. Attachments: Resolution No. 2026 – XX (Minor Subdivision) Resolution No. 2026 – XX (Zoning Compliance Permit) Project Narrative Minor Subdivision Application Zoning Compliance Certificate Application Existing and Proposed Legal Descriptions Civil Plan Set (Grading, Utility, Landscape, etc. Stormwater Management Plan Tree Preservation Inventory List Architectural Plans (Building Elevations) Site Plan Photometric Plan Wetland Notice of Decision Technical Evaluation Panel Form (6/24/2026) City Engineer Memo dated August 25, 2026 Fire Apparatus Turning Details MnDOT Review S25-047 Apple Auto Group dated 1-12-26 City of Vadnais Heights – Apple Ford Review Memo dated 08-7-26 Public Hearing Notice – Newspaper Public Hearing Notice – Neighborhood Mailing List CIS:ATB CITY OF GEM LAKE, MINNESOTA RESOLUTION NO. 2026-XX APPROVING A ZONING COMPLIANCE PERMIT FOR 3651 HIGHWAY 61, PID 273022340010 WHEREAS, Chris Gulbrandson of Apple Autos on behalf of, WBL Auto Real Estate, LLC, the owner of the parcel, made an application to request a zoning compliance permit to allow for a redevelopment project located at the property listed above; and WHEREAS, the Planning Commission reviewed the request at a duly noticed public hearing on September 1, 2026, and determined that the proposed request meets the criteria approval, and voted to recommend approval of the request with conditions; and NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF GEM LAKE, RAMSEY COUNTY, MINNESOTA, that it should and hereby does direct staff to approve and issue a zoning compliance permit to allow for a redevelopment project located at the property addressed as 3651 Highway 61. FURTHER BE IT RESOLVED that the following conditions of approval shall be met: 1. The applicant shall construct the proposed building and sales lot per the plans submitted to the City with this request on 08/07/2026 and reviewed with this application. a. The applicant shall revise their plans to address comments from the City Engineer dated _____, and comments from Minnesota Department of Transportation and the Building Official. 2. The applicant shall receive plumbing permits and inspections for the proposed public water connection from the City of Vadnais Heights. a. All applicable Ramsey County permits must be submitted with the plumbing permit applications to the City of Vadnais Heights. b. Public water connections must include separate meters for billing purposes. These connections may include separate metering for domestic, irrigation, fire protection and car wash uses. c. Final plans should include the required DIP reducer and DIP sleeve at the planned connection to the City’s (Vadnais Heights) watermain. 3. The commonly owned lots, 3651 Highway 61 and the new dealership parcel must be combined through a successful lot consolidation prior to a building permit being issued for the redevelopment. 4. The proposed car wash facility must include a water-recycling system. The applicants shall provide details on the recycling rate for further review and comment. Resolution No.: 2026-XX Page 2 of 2 5. Any wastewater resulting from the carwash activities must comply with requirements set forth by the Minnesota Pollution Control Agency and Metropolitan Council Environmental Services. 6. The applicant must dim sales lot and parking lot lighting to 15% illuminance between the hours of 10:00 P.M. and 6:00 A.M. Said lighting shall be able to be motion-activated to 100% illuminance for security purposes. 7. The applicant and City shall finalize a Development Agreement prior to obtaining any building permits and recording with Ramsey County. a. The development agreement shall include a parkland dedication fee amount. 8. The applicant shall record the subdivision with Ramsey County within one year of the date when the request was approved by City Council. 9. The applicant shall adhere to all applicable local, State, or Federal regulations. 10. The applicant shall acquire any other applicable local, State, or Federal permits for this request. Adopted by the City Council of Gem Lake, Ramsey County, Minnesota, on this 1 5th day of September, 2026. ______________________________ _____________________________ Gretchen Artig-Swomley, Mayor Barbara Suciu, City Clerk Landform® and Site to Finish® are registered service marks of Landform Professional Services, LLC. 1 PROJECT NAME Apple Autos Ford PROJECT NUMBER GAG26002 DATE 7/24/2026 TRANSMITTED TO Company City of Gem Lake Name Andrew Boucher and Barbara Suciu Address 1 4200 Otter Lake Road City, State, Zip Code Gem Lake, MN 55110 Phone Number 651.747.2790 WE ARE SENDING YOU THE FOLLOWING ITEMS VIA WeTransfer COPIES DATE DESCRIPTION 1 07/24/2026 Project Narrative 1 07/10/2026 Zoning Compliance Application (Unsigned) 1 07/10/2026 Minor Subdivision Application (Unsigned) 1 07/24/2026 Civil Plan Set (Grading, Utility, Landscape, etc.) 1 07/24/2026 Stormwater Management Plan 1 07/24/2026 Tree Preservation Inventory List 1 07/23/2026 Architectural Plans (Including Building Elevations) 1 07/24/2026 Illustrative Site Plan 1 07/23/2024 Photometric Plan 1 07/14/2026 Wetland NOD 1 07/17/2026 Mailing Labels from Ramsey County THESE ARE TRANSMITTED: AS REQUESTED ☐ FOR APPROVAL ☒ FOR REVIEW AND COMMENT ☒ FOR YOUR USE ☐ APPROVAL AS NOTED ☐ RETURNED FOR CORRECTIONS ☐ REMARKS: Please see the attached files that include our submittal for a Minor Subdivision and Zoning Compliance Permit for the Apple Ford White Bear Lake. The signed application and checks for fees and escrow will arrive separately. We are excited to work with the city on this great redevelopment project. If you have any additional questions, please reach out to me at ssabraski@landform.net or 612.638.0243. FILE: GAG26002 COPY TO: Chris Gulbrandson Brannin Gries SIGNED: TRANSMITTAL Narrative Minor Subdivision and Zoning Compliance Permit for Apple Ford White Bear Lake Prepared for: July 24, 2026 SUBMITTED TO City of Gem Lake 4200 Otter Lake Road Gem Lake, MN 55110 PREPARED BY Landform Professional Services, LLC 105 5th Ave S, Suite 513 Minneapolis, MN 55401 Landform®, SensiblyGreen® and Site to Finish® are registered service marks of Landform Professional Services, LLC TABLE OF CONTENTS Introduction .................................................................................................................................................................... 1 Minor Subdivision ........................................................................................................................................................... 1 Zoning Compliance Permit ............................................................................................................................................. 2 Summary ........................................................................................................................................................................ 5 Contact Information ........................................................................................................................................................ 6 Apple Autos Ford, Gem Lake, MN July 24, 2026 GAG26002 1 Introduction On behalf of Apple Autos, Landform is pleased to submit this application for minor subdivision and zoning compliance permit approval to allow demolition and reconstruction of the Apple Ford White Bear Lake Dealership at 1493 County Rd E. The site includes four parcels that are used by the existing dealership on site. Our redevelopment plan includes consolidating four existing parcels into two parcels, building a new dealership on the corner of Highway 61 and County Road E and removing the existing facilities once completed. We are excited about the improvements proposed for this site. Minor Subdivision Currently, the project site is four parcels identified with the following PIDs: - Parcel 1: 273022340010 - Parcel 2: 273022340009 - Parcel 3: 273022340006 - Parcel 4: 273022340007 We are asking for approval of a minor subdivision to split off a portion of Parcel 4 into Parcel 3 and then combine Parcels 1, 2, and 3 into one parcel. The process will result in two parcels, one for the dealership and one vacant parcel. This process is allowed under the Gem Lake City Ordinance 131 (January 2025 version) under Section 25-6: When a subdivision is requested, if either or both of the following conditions exist, the Zoning Administrator may bring the request and the completed Subdivision Application form to the attention of the City Council without going through the complete subdivision process outlined in this section: The proposed subdivision will result in three (3) or fewer fully conforming lots in an area where conditions are well defined. Only once shall a subdivision of 3 lots or less be allowed in any one (1) parcel of property. All lots proposed shall have frontage on a street as required by this Ordinance. In the case of a request to divide an existing lot, where the division is to permit the adding of a parcel of land to an abutting lot, or to create two (2) lots, and the newly created property line will not cause the other remaining portion of the lot or any structure to be in violation with this Ordinance. This minor subdivision will clean up existing lot lines and produce a simple division that complies with both conditions above. The proposed subdivision will result in three or fewer fully conforming lots with frontage on a street. Only a portion of Parcel 4 will be combined with Parcel 3 before the planned combination of Parcels 1, 2, and 3. The final result will be two conforming parcels, reducing the overall number of parcels in Gem Lake. No new parcel will be in violation of the ordinance for size or access requirements. Apple Autos Ford, Gem Lake, MN July 24, 2026 GAG26002 2 Zoning Compliance Permit The proposed development is contained entirely in the Gateway Zoning District. This normally requires a planned unit development application (PUD); however, we will be applying for this permit under Building Type 15a, which is exempt from these procedures. All zoning and development applications in the Gateway District require a Zoning Compliance Permit as identified in Section 9-2-2-2. Our specific request falls under Section 9-8 (Plans for Re-development of Single Lot or Small Subdivisions) and meets this as: - The proposed action is not an additional or expansion to an existing building. - The land is developed at the time of our application. - No new streets are required. - The application is eligible for a minor subdivision. We also note that no Conditional Use Permit (CUP) or Variances are required as part of our application, which does allow the Zoning Administrator to process this application administratively and does not require a public hearing at Planning Commission. While this process found in Section 9-8 exempts us from many submission requirements, we are still subject to the 9- 6 (Building Type) and 9-10 (Design) standards which are discussed below. Building Type Compliance We are proposing to construct a Type 15a building, Automotive Dealership, as identified in the Gateway Zoning District. This is a permitted use in the Gateway subzone we are proposing to build in, Neighborhood Center. This specific building type has certain items for which it is exempt in the Gateway Zoning District development rules and is allowed if the following criteria are met: - Location: A parcel using this building type template must be located north of County Road E East, west of Schueneman Road, and must abut US Highway 61. The proposed building will be located north of County Road E East, West of Schueneman Road and abuts US Highway 61. - Lot Size: The lot must be at least 163,350 Square Feet (SF) or 3.75 acres in size. The lot is over 3.75 acres in size. The lot for the proposed building type will be 22.94 acres. - Frontage Street: Highway 61 (building may orient to the highway or secondary street). Access may be from Highway 61 or a secondary street. The building type will be located along Highway 61 and will have access from both Highway 61 and County Road E. - Alley: Permitted, not required. No alley is proposed with this development. Apple Autos Ford, Gem Lake, MN July 24, 2026 GAG26002 3 - Parking: One space per 1,000 SF rounded up, plus one space for each service or cleanup stall. Outdoor storage of inventory and service vehicles is not counted towards parking requirements. A total of 1,179 stalls will be provided, above the required 189 stalls. - Impervious surface coverage: Maximum 80% of the lot. The impervious surface for the entire lot will be below what is currently found today and close to 80%. More information is provided under the Stormwater Management subsection below. - Max Building Height: 2 stories or 36 feet, exclusive of rooftop equipment or screening. A single story may be 36’ maximum height. The building will be under 36 feet in height. The proposed building is shown at 28 feet in height. - Use: An Automotive Dealership, including outdoor storage complying with the standards of this Figure 15a. shall be permitted use in the Gateway District Neighborhood Center. No PUD or CUP is required. This use is not permitted with any other Building Type. Portions of Parcel 4 are not the Neighborhood Center subzone were this is not an allowed use type. However, as found in the Comprehensive Plan in Section 5.10.2 (page 36), subzones are expected and allowed to move up or down one level as needed, as long as the minimums from Section 9-3-2 are met. No portion of the building or parking facilities as proposed will be in violation of these requirements as the subzones do not follow the lot lines. - Footprint: one or two stories, with a minimum 20,000 SF. The building will be over 20,000 sq. ft. in size. The proposed building is shown at 121,451 sq. ft. in size. - Minimum setbacks – Parking: 20 feet from city or county road ROW, 10 feet from Highway 61 ROW, 10 feet from interior lot lines. The parking areas meet the required setbacks from the different ROW and interior lot lines. - Minimum setbacks- Building: 30 feet from any lot line or ROW. The proposed building is more than 30 feet from every proposed lot line. - Orientation: Principal Façade may face any direction including orienting toward Highway 61 The proposed building will be oriented towards the intersection of Highway 61 and County Road E. There are additional exemptions and exclusions for this Building Type also found in the Gem Lake City Code that are being utilized by this proposal. These include but are not limited to hour of operations, location of overhead doors, storage of vehicles on the open lot, materials used in the building façade, exemption from civic space requirements, and changes to parking lot dimensional requirements. Overall, we find that the proposed development of Building Type 15a meets the requirements to allow its construction and location on the proposed lot. Apple Autos Ford, Gem Lake, MN July 24, 2026 GAG26002 4 Tree Preservation and Landscaping Currently between the existing dealership parcel (Parcel 3) and the farm parcel (Parcel 4) there is a large established tree stand of mature conifer trees. As the existing uses for the parcels are a paved automotive dealership and a farmed parcel, there are already very few trees found across the development site outside of this tree stand. Section 27 of the Gem Lake City Code regulates Tree Preservation requirements. As a portion of the development site in the Shoreland Overlay of Gem Lake, there are stricter requirements for tree preservation in those portions, and we have broken down our analysis by each. A Tree Inventory Table has been provided in the submission as well as a Illustrative Site Rendering that will show our mitigation plan for these removals. In order to meet the requirements of removal and replacements needed, the development would need to supply over 1,500 new trees in addition to the 248 preserved trees on site and the more than 200 new trees proposed. This is not a feasible number for the proposed use, and the amount of space left would not be sufficient for these trees to grow, develop, and remain healthy. Instead, we propose the all of the following as an alternative for the City to review in terms of the landscape and tree preservation replacement provided. These include: 1. Replacing the maximum amount of feasible trees around and throughout the site in optimal locations. 2. Cleaning up and reestablishing the natural wetland area and buffers on the north side of the site. This will include removing invasive species and dead or unhealthy plants materials, reestablishing native plantings, planting additional native trees, and providing additional buffering along the portions that border the proposed edge of the site and parking lot. 3. Paying a portion of park dedication to the City despite being exempt from paying it as the project is not a full subdivision. We find this approach gives both the City and the property owner benefits in terms of development and design. These solutions above will help meet the intent of the Ordinance and promote new and improved development while removing unnecessary burdens that would not produce any additional benefit to the City. This plan also will leave the natural wetland and wooded area as a long-term buffer between residents to north and any future development on the remaining farm parcel along County Road E. Stormwater Management This site is partially in the Shoreland Overlay Management District of Gem Lake. For the purpose of stormwater management, we are looking at the existing conditions as the pre-development baselines as identified in the definitions of the Gem Lake City Code. The following is a breakdown of current and proposed impervious surface broken down by shoreland and non- shoreland areas on the existing dealership parcels and Parcel 4 that is being added to the main development site: Maximum Impervious Surface Allowed Total Area (Acres) Existing Impervious Surface Area Proposed Impervious Surface Area Change in Impervious Surface Parcels 1-3 in Shoreland 25% 5.06 85.1% 62.2% -22.9% Parcel 4 in Shoreland 25% 5.53 0% 9.1% +9.1% Parcels 1-3 NOT in Shoreland 80% 9.73 93.9% 87.4% -6.5% Parcel 4 in NOT Shoreland 80% 13.22 0% 12.2% +12.2% Apple Autos Ford, Gem Lake, MN July 24, 2026 GAG26002 5 Separating out the existing development sites shows an overall reduction in coverage from the existing use. The current building and use exceed the maximums allowed for impervious surface coverage. This leaves the impervious surface coverage for the existing dealership parcels as a legal non-conformity. We are proposing to reduce the impervious surface, however the reduction will still exceed the maximums allowed in both the shoreland and non- shoreland areas. This is a reduction in a non-conformity and is an added benefit to the development, as this maintains the operation of a successful business on this site while also reducing the amount of existing impervious surface. Further, we are also showing compliance with the maximum allowances in the portion of the proposed development that are currently vacant and undeveloped. This confirms that the proposal development is still reducing the non- conformity and not expanding it to surrounding sites and developments. Additionally, the use of Parcel 4 in the new development will further protect the natural barrier and buffer for the neighbors to the north and as an added amenity to the City of Gem Lake as a whole. A breakdown of the two proposed parcels overall shows a low impervious surface coverage over the entire possible development area in the Gateway Zoning District: Total Area (Acres) Existing Impervious Surface Area Proposed Impervious Surface Area Change in Impervious Surface Proposed Parcel 1 (New Dealership) 22.94 58.6% 60.4% +1.8% Proposed Parcel 2 (Farm) 10.65 0% 0% No Change TOTAL 33.54 40.0% 41.3% +1.3% The site will enhance existing stormwater and continue to use best management practices to ensure better management from the existing conditions on site. We are proposing a wet pond on the corner of the lot at the intersection of Highway 61 and County Road E to mirror existing conditions found across the intersection, and to provide something that is visually interesting and appeals to any passersby on all modes of transportation. Please refer to the Stormwater Management Plan document included in this submittal for specific information regarding rate, flows, and other related changes to the existing conditions that are proposed. Overall, we find this application meets the requirements and intent of the Gateway Zoning Districts and applicable subzones. The proposed building and location will enhance the existing business and site while creating a more exciting gateway for the City of Gem Lake. Summary We respectfully request approval of the application for minor subdivision and zoning compliance permit approval to allow demolition and reconstruction of the Apple Ford White Bear Lake Dealership at 1493 County Rd E. The Minor Subdivision will require City Council review and approval. For this reason, we ask to be placed on the August 18th City Council agenda. We understand if the Zoning Compliance Permit is placed on this same meeting given the complexity of the site and the need for a development agreement rather than reviewed administratively only. We are excited to work with the City of Gem Lake on this redevelopment opportunity. Apple Autos Ford, Gem Lake, MN July 24, 2026 GAG26002 6 Contact Information This document was prepared by: Zeke Peters, AICP Landform 105 South Fifth Avenue, Suite 513 Minneapolis, MN 55401 Any additional questions regarding this application can be directed to Steve Sabraski at ssabraski@landform.net or 612.638.0243. PROJECT ISSUE / REVISION HISTORY DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY PROJECT NO. FILE NAME IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. THIS PLAN SET IS INTENDED TO BE PRINTED IN COLOR. Landform and Site to Finish are registered service marks of Landform Professional Services, LLC.®® CERTIFICATION LA N D F O R M c From Site to Finish 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net PREL I M I N A R Y NOT F O R CONS T R U C T I O N CITY SUBMITTAL SES24 JUL 2026 CITY CLIENT GRIES ARCHITECTURAL GROUP INC. 500 NORTH COMMERCIAL STREET NEENAH, WI 54956 TEL: (920) 722-2445 GAG26002 C0.1 CIVIL & LANDSCAPE TITLE SHEET C001GAG002.DWG GEM LAKE, MN NORTH NO SCALE AREA LOCATION MAP SHEETS ISSUED BY DATE COMPOST/BIO LOG)))))))))))))))))))) I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. STEVE SABRASKI, P.E. LICENSE NUMBER:DATE: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. JOSH POPEHN, RLA LICENSE NUMBER:DATE: 47165 44803 EROSION CONTROL BLANKET SILT FENCE SYMBOL DESCRIPTION REVISED AREA (THIS ISSUE) REVISION - ADDENDUM, BULLETIN, ETC. NOTE REFERENCE LARGE SHEET DETAIL COORDINATE POINT PARKING STALL COUNT DESCRIPTIONSYMBOL EROSION CONTROL SYMBOLS DRAWING SYMBOLS LEGAL DESCRIPTION BENCHMARK INLET PROTECTION C21 C7.3 1 12 2 Project Benchmark: MNDOT GSID Station #24768 Station Name: 6222 G Location: IN GEM LAKE, AT THE JUNCTION OF TRUNK HIGHWAY 61 AND COUNTY ROAD E (COUNTY ROAD 15), 69.7 FEET EAST OF NORTHBOUND TRUNK HIGHWAY 61, AT TRUNK HIGHWAY 61 MILEPOINT 144.5, 124.0 FEET NORTH OF EASTBOUND COUNTY ROAD E (COUNTY ROAD 15), 34.1 FEET NORTHWEST OF THE NORTHWEST CORNER OF A CABLE JUNCTION BOX, 32.2 FEET NORTHWEST OF A POWER POLE, 6.0 FEET EAST OF THE EAST EDGE OF THE BARNETT CAR DEALERSHIP, 3.0 FEET WEST OF A WITNESS POST. Elevation = 962.81 (NAVD 88) APPLE FORD, GEM LAKE, RAMSEY COUNTY, MINNESOTA. 3 APPLE FORD 1493 COUNTY RD E E WHITE BEAR LAKE, MN 55110 TEL 651-371-1233 DESCRIPTIONSHEET NO. CIVIL & LANDSCAPE TITLE SHEET EXISTING CONDITIONS DEMOLITION TREE PRESERVATION PLAN - OVERALL TREE PRESERVATION PLAN - ENLARGED A TREE PRESERVATION PLAN - ENLARGED B TREE PRESERVATION PLAN - ENLARGED C TREE PRESERVATION PLAN - ENLARGED D OVERALL SITE PLAN SITE PLAN GRADING, DRAINAGE, PAVING & EROSION CONTROL UTILITIES CIVIL CONSTRUCTION DETAILS CIVIL CONSTRUCTION DETAILS OVERALL LANDSCAPE PLAN PLANTING PLAN TURF AND MULCH PLAN ENLARGED LANDSCAPE PLAN LANDSCAPE DETAILS CERTIFICATIONS CIVIL / LANDSCAPE SHEET INDEX & REVISION MATRIX OWNER C0.1 C1.1 C1.2 C1.3 C1.4 C1.5 C1.6 C1.7 C2.1 C2.2 C3.1 C4.1 C7.1 C7.2 L2.1 L2.2 L2.3 L2.4 L7.1 LANDFORM 105 SOUTH FIFTH AVENUE, SUITE 513 MINNEAPOLIS, MN 55401 TEL 612-252-9070 CONTACT: STEVE SABRASKI PROJECT CONTACTS CIVIL ENGINEER GRIES ARCHITECTURAL GROUP INC. 500 NORTH COMMERCIAL STREET NEENAH, WI 54956 TEL 920-722-2445 CONTACT: BRANNIN GRIES ARCHITECT LANDFORM 105 SOUTH FIFTH AVENUE, SUITE 513 MINNEAPOLIS, MN 55401 TEL 612-252-9070 CONTACT: GUS LeSAVAGE SURVEYOR LANDFORM 105 SOUTH FIFTH AVENUE, SUITE 513 MINNEAPOLIS, MN 55401 TEL 612-252-9070 CONTACT: JOSH POPEHN LANDSCAPE ARCHITECT 07 . 2 4 . 2 6 X X X X X X X X X X CITY SUBMITTAL JULY 24, 2026 RELEVANT SPECIFICATIONS AND ORDER OF PRECEDENCE If there is a conflict between or among any of the terms or provisions of the Contract Documents, the Contract Documents shall be generally construed as being complementary with one another with the intent of providing the highest quality to the CLIENT. However, if a conflict cannot be reconciled the ENGINEER shall be consulted and their written directions shall be followed. In general, unless otherwise directed in writing by the ENGINEER the following order of precedence shall apply from highest precedence (“1”) to lowest (“7”). 1.Agreement between OWNER and CONTRACTOR 2.City Standard Specifications and Detail Plates 3.MnDOT Specifications for Construction 4.City Engineers Association of Minnesota (CEAM) Specifications 5.Conditions of the Contract 6.Plans 7.Digital Model 8.Bid Proposal D Angle &And @ At 100 YR.100 Year Flood Elevation A.B.Anchor Bolt A.D.Area Drain A/C Air Conditioning Unit ADD.Addendum ADDL.Additional ADJ.Adjacent / Adjust AHU Air Handling Unit ALT.Alternate ALUM.Aluminum ANOD.Anodized APPROX.Approximate ARCH Architect / Architectural AUTO.Automatic AVG.Average B.C.Back of Curb B/W Bottom of Wall BFE Basement Floor Elevation BIT Bituminous (Asphaltic) BLDG Building BM Benchmark BSMT.Basement C.F.Cubic Feet C.F.S.Cubic Feet Per Second C.G.Corner Guard C.J.Control Joint C.L.Centerline C.M.U.Concrete Masonry Unit C.O.Cleanout C.O.E.U.S. Army Corps Of Engineers C.Y.Cubic Yards CB Catch Basin CBMH Catch Basin Manhole CEM.Cement CIP Cast Iron Pipe CMP Corrugated Metal Pipe CONC.Concrete (Portland) CONN.Connection CONST.Construction CONT.Continuous CONTR.Contractor COP.Copper CU.Cubic D.S.Down Spout DEG.Degree DEMO.Demolition / Demolish DEPT.Department DET.Detail DIA.Diameter DIAG.Diagonal DIM.Dimension DIP Ductile Iron Pipe DN Down DWG.Drawing E.East E.J.Expansion Joint E.O.Emergency Overflow E.O.S.Emergency Overflow Swale E.W.Each Way EA.Each EL.Elevation ELEC.Electrical ELEV.Elevation EMER.Emergency ENGR.Engineer ENTR.Entrance EQ.Equal EQUIP.Equipment EQUIV.Equivalent EXIST.Existing EXP.Expansion F & I Furnish and Install F.B.O.Furnished by Others F.C.Face of Curb F.D.Floor Drain F.D.C.Fire Department Connection F.V.Field Verify FB Full Basement FBWO Full Basement Walk Out FBLO Full Basement Look Out FDN.Foundation FES Flared End Section FFE Finished Floor Elevation FLR.Floor FT. OR (')Foot FUT.Future G.B.Grade Break G.C.General Contractor GAL.Gallon GALV.Galvanized GFE Garage Floor Elevation GL.Glass GR.Grade H.Height H.P.High Point HDPEP High Density Polyethylene Pipe HGT.Height HORIZ.Horizontal HVAC Heating, Ventilation, Air Conditioning HYD Hydrant I.D.Inside Dimension OR Identification I.E. or IE Invert Elevation IN. OR (")Inches INFO.Information INL.Inlet Elevation INSUL.Insulation INV.Invert Elevation JT.Joint L.F.Linear Feet L.P.Low Point / Liquid Petroleum LB.Pound LGU Local Government Unit LB.Pound LB.Longitudinal LT.Light / Lighting MAINT.Maintenance MAS.Masonry MATL.Material MAX.Maximum MECH Mechanical MED.Medium MFR.Manufacturer MH Manhole MIN.Minimum / Minute MISC.Miscellaneous MNDOT Minnesota Department Of Transportation MOD.Module / Modular MUL.Mullion N.North N.I.C.Not In Contract NO. OR #Number NOM Nominal NTS Not to Scale NWE Normal Water Elevation NWL Normal Water Level O.F.On Center O.G.Outside Dimension O.H.Overhead Electric OH.Overhead OHWL Ordinary High Water Level OPNG.Opening ORIG.Original P.C.Point of Curvature P.I.Point of Intersection PIV Post Indicator Valve P.L. OR P/L Property Line P.O.B.Point of Beginning P.S.F.Pounds Per Square Foot P.S.I.Pounds Per Square Inch P.T.Point of Tangency P.V.C.Point of Vertical Curvature P.V.I.Point of Vertical Intersection P.V.T.Point of Vertical Tangency PE Polyethylene PED.Pedestal / Pedestrian PERF.Perforated PREP.Preparation PROJ.Project PROP.Proposed PVC Poly-Vinyl-Chloride (Piping) PVMT.Pavement QTR.Quarter QTY.Quantity R Radius RAD.Radius RE Rim Elevation (Casting) R.D.Roof Drain R.E.Remove Existing R.O.Rough Opening R.P.Radius Point RC Reinforced Concrete Pipe R.S.Rough Slab RSD Roof Storm Drain RE.Regarding REINF.Reinforced REQ'D Required REV.Revision / Revised RGU Regulatory Government Unit ROW OR R/W Right of Way S.South S.F.Square Feet SAN.Sanitary Sewer SECT.Section SE Split Entry /Side Exit SEWO Split Entry Walk Out /Side Exit Walk Out SHT.Sheet SIM.Similar SLNT.Sealant SPEC.Specification SQ.Square SSD Subsurface drain STMH Storm Sewer Manhole STD.Standard STRUCT.Structural SYM.Symmetrical T Thickness T/R Top of Rim T/W Top of Wall TEMP.Temporary THK.Thick / Thickness T.J.Tooled Joint TNH Top Nut Hydrant TYP.Typical U.N.O.Unless Noted Otherwise V.B.Vapor Barrier V.C.Vertical Curve V.I.F.Verify In Field VER.Verify VER.Vertical VEST.Vestibule W Width W.PT.Working Point W.W.F.Welded Wire Fabric W/With W/O Without WO Walk Out VER.Wetland WP Waterproof WETL.Weight YD.Yard YR.Year ABBREVIATIONS MODULAR RETAINING WALL FIELDSTONE RETAINING WALL NEW CATV UNDERGROUND CABLE/TV EXISTING DESCRIPTION STORM SEWER WATERMAIN FORCE MAIN SANITARY SEWER-WASTE ROOF DRAIN SYSTEM GAS LINE-UNDERGROUND FIRE LINE (IF SEPARATE) FIRE DEPT. CONNECTION SOIL SUBDRAIN TELEPHONE-UNDERGROUND ELECTRIC-UNDERGROUND LAWN SPRINKLER SLEEVE BLDG. GAS TELE ELEC LSS C.O. MAJOR CONTOUR BUILDING SPOT ELEVATION 120 CONCRETE SLOPE DIRECTION CONCRETE CURB GUARD RAIL FENCING CONCRETE RETAINING WALL HEIGHT, TYPE POWER POLE LIGHT STANDARD EXIT LOCATION UNDERGROUND STRUCTURE EDGE OF PAVEMENT BOLLARD CANOPY / OVERHANG BIT. EDGE CATCH BASIN MANHOLE SYMBOLS 123.45 %1.00 MINOR CONTOUR123 I GATE VALVE HYD >>>> >> >> I FM RD FIRE STS >> IRON MONUMENT FOUND WATER MAIN SANITARY SEWER STORM SEWER UNDERGROUND GAS UNDERGROUND ELECTRIC UNDERGROUND COMMUNICATIONS CONCRETE CURB STORM MANHOLE STORM CATCH BASIN 1 TITLE ITEM NUMBER AIR CONDITIONER 1/2" x 14" IRON PIPE SET SS ST SANITARY MANHOLE MAILBOX BOLLARD LIGHT POLE RESTRICTED ACCESS FENCING GUARD RAIL TREE DRIP LINE CURB STOP FIRE HYDRANT FLARED END SECTION CONCRETE SURFACE BUILDING BITUMINOUS SURFACE GRAVEL SURFACE PAVING BLOCK / STAMPED CONCRETE CLEANOUT WELL GUY WIRE OVERFLOW CONTROL STRUCTURE ROOF DRAIN SET SPIKE RIGHT OF WAY MONUMENT JUDICIAL LANDMARK SET LATH TRAFFIC SIGN CAST IRON MONUMENT 962.3 962 EXISTING MAJOR CONTOUR EXISTING SPOT ELEVATION CONIFEROUS TREE DECIDUOUS TREE CBL COM ELEC E E HH TB T HAND HOLE ELECTRIC BOX CABLE BOX TELEPHONE PEDESTAL COMMUNICATIONS BOX ELECTRIC METER ELECTRIC MANHOLE TELEPHONE MANHOLE TELEPHONE POLE SOIL BORING DRAINAGE AND UTILITY EASEMENT PER PLAT OF ___________ BUILDING SETBACK LINE X I G UE UC UC UC UC OVERHEAD ELECTRICOE UNDERGROUND FIBER OPTICFO DRAINAGE DIRECTION CO H Y D CS WATER VALVE W GAS METERG MAIL T N H AC GUY STONE MONUMENT MW ATM AGP AR CBL C DISC GOLF DTT ECR EGEN EV FO FDC G GU Y RIP MC RRS LS SGL SGLP IRBX TREE ? TREE TAG PERCOLATION TEST LIFT STATION MANHOLE SIGNAL CONTROL BOX SIGNAL POLE IRRIGATION BOX RAILROAD SWITCH AUTOMATED TELLER MACHINE COMMUNICATIONS MANHOLE TEST PIT ELECTRIC GENERATOR UNKNOWN MANHOLE AIR RELEASE MANHOLE FIRE DEPARTMENT CONNECTION METAL COVER DISC GOLF BASKETBALL HOOP MONITORING WELL ABOVE GROUND PIPE GAS VALVE CABLE BOX HEADSTONE GROUND LIGHT FLAG POLE GUY POLE GAS MANHOLE ELECTRONIC CARD READER FIBER OPTIC BOX DRIVE THRU TELLER ELECTRIC VALVE ELECTRIC OUTLET DESCRIPTION EXISTING DESCRIPTION 962 EXISTING MINOR CONTOUR RIPRAP FES >>>> 35E 694 61 COUNTY RD E SITE DA N I E L ' S FA R M RD X X X X X X X X X 1493 County Road E, Gem Lake, Minnesota 55110 >> > > > > >> GUY GUY CB RE=963.29 INV=960.09 (NE) INV=959.99 (SE) CB RE=965.28 INV=960.98 (SW) SSMH RE=965.08 INV=963.27 (NW) GUY GU Y GUY G U Y GU Y GUY GUY GUY GUY G E CO E HH HHGUY HH AC G CBMH RE=965.04 INV=962.74 (E) INV=962.74 (S) CB RE=966.84 INV=962.24 (N) INV=962.20 (SE)G U Y CB RE=964.97 INV=962.47 (N) INV=962.42 (SE) CBMH RE=964.72 INV=962.72 (S) CO AC G FES INV=958.68 FES 18IN CMP INV=958.91 X X X X X X X X X X XXXXXXX X X X X X X X GUY ST ST HH TB GUY GUYGUYGUY GUYHH SGLP SS ST ST STMH RE=957.20 INV=952.94 (NW) INV=952.51 (S) E ESGLPE G U Y E CBMH RE=959.97 ST STMH RE=960.76 INV=957.65 (E) INV=957.61 (N) INV=956.56 (S) ST SSSS TB GUY SS SSMH RE=966.57 INV=955.17 (N) INV=955.17 (E) T N H GUY CBMH RE=965.98 ST STMH RE=966.72 INV=961.99 (NW) INV=961.56 (S) INV=961.42 (E) HH TBTB SS SSMH RE=965.09 INV=949.74 (W) INV=949.74 (E) GUYHHST STMH RE=965.34 INV=962.04 (NW) INV=961.56 (SE) ST STMH RE=965.26 INV=959.80 (W) INV=959.76 (E) ST STMH RE=965.06 INV=959.17 (E) INV=959.08 (W) INV=958.94 (SE) CBMH RE=964.04 INV=961.24 (SW) ST STMH RE=964.23 INV=960.23 (NE) INV=960.03 (W) GUY GU Y HH GUY SS SSMH RE=965.14 INV=948.64 (N) INV=948.64 (SE) WE T X X X X X T CS FES 18IN CMP INV=957.77 SOUTH LINE OF THE SW 1/4 S87°03'48"W 493.69 N0 0 ° 0 8 ' 5 5 " W 2 8 8 . 5 1 N89°46'56"E 777.48 S0 0 ° 1 3 ' 0 4 " E 8 7 6 . 6 4 S2 6 ° 0 6 ' 5 6 " W 1 6 6 . 5 2 N72°16'04"W 31.80 S68°17 ' 5 6 " W 1 0 5 . 5 1 S50° 4 4 ' 5 1 " W 1 0 7 . 4 1 OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE X X X X X X X X X X X X XXXX XXX X X X X X X X X O E OE OE OE OE OE OE OE OE OE OE WIRE FENCE PARTIALLY LAYING DOWN ±0.5 FT SOUTH OF LINE RAMSEY COUNTY CAST IRON MONUMENT AT THE SE CORNER OF THE SW 1/4 SEC.27, TWP.30, R.22, RAMSEY COUNTY, MINNESOTA (874.07 DEED) FEET WEST OF THE SE 1/4 PARALLEL WITH THE EAST LINE OF THE SW 1/4 PARALLEL WITH THE SOUTH LINE OF THE SW 1/4S89°46'56"W 560.64 (560±) NORTHERLY EXTENSION OF CENTERLINE OF INTERNATIONAL DRIVE CENTERLINE OF INTERNATIONAL DRIVE BEING 30 FT W'RLY OF AND PARALLEL WITH THE WEST LINE OF LOT 3, BLOCK 1, VADNAIS HEIGHTS SPORTS COMPLEX N0 0 ° 0 2 ' 1 1 " W 4 4 3 . 0 0 SOUTHERLY LINE OF PREMISES PER REGISTER OF DEEDS OF RAMSEY COUNTY, MINNESOTA BOOK 1453 OF DEEDS, PAGE 152 AS MONUMENTED 85.00 S68°1 7 ' 5 6 " W (S68° 3 1 ' W ) (S 2 6 ° 2 0 ' W ) S2 6 ° 0 6 ' 5 6 " W 2 1 0 . 4 1 (S O U T H ) S 0 0 ° 1 3 ' 0 4 " E 8 8 6 . 0 0 9 0 ° 0 ' 0 " 40 40 40 40 40 4 0 4 0 PARCEL A PARCEL B E'RLY LINE OF PREMISES PER REGISTER OF DEEDS OF RAMSEY COUNTY, MINNESOTA BOOK 1454 OF DEEDS, PAGE 213 HIGHWAY EASEMENT PER DOC. NO. 196236 43 48 43 71 43 55 43 55 43 55 43 88 NATURAL GAS DIST. EASEMENT PER DOC. NO. 2609371 NATURAL GAS DIST. EASEMENT PER DOC. NO. 2609371 5 5 5 5 5 5 5 273022310010 OWNER: BETH TSCHIDA 273022310003 OWNER: THOMAS RASMUSSEN TR 27 3 0 2 2 3 3 0 4 9 OW N E R : C I T Y O F G E M L A K E 27302230016 OWNER: STEPHANIE FARRELL 273022330010 OWNER: JOHN KUNY 62.5 EX C E P T I O N ROAD EASEMENT PER DOC. NO. 4016503 ROAD EASEMENT PER DOC. NO. 4016503 ROAD EASEMENT PER DOC. NO. 4016503 DA N I E L ' S F A R M R O A D COUNTY ROAD E EAST O E OE O E O E OE OE OE OE OE OE OE OE OE OE OE OE O E OE OE OE 12 " C M P 18" RCP 1 8 " R C P 1 8 " R C P 18" RCP 1 2 " R C P 15" R C P 1 2 " P V C > I I I I I I I I I I I I I I I I I I I I I I I >>>> >>>>>>>> UC UC UC UC U C UC UC UC UC UC UC UC UC EXISTING BUILDING AREA = 53,559 S.F. LFE = 965.73 EXISTING BUILDING AREA = 14,245 S.F. FFE = 975.08 EXISTING BUILDING AREA = 9,048 S.F. EXISTING BUILDING AREA = 4,000 S.F. EXISTING BUILDING AREA = 3,600 S.F. EXISTING BUILDING AREA = 3,600 S.F. GFE = 970.45 EXISTING BUILDING AREA = 400S.F. EX I S T I N G C A N O P Y COUNTY ROAD E EAST U. S . HI G H W A Y 6 1 18 " C M P 18 " C M P 18" RCP 12" R C P 18 " R C P 18 " R C P 12 " R C P 12" RCP 12" RCP 15 " R C P 15 " R C P 6" PVC 15" RCP 96 4 96 5 96 6 96 7 96 8 969 970 971 972 973 974 9 7 4 9 6 6 967 968 969 970 971 972 973 974 96 6 96 796 8 96 9 97 097 197 2 97 3 9 7 4 962 963 964 965 966 967 968 96 6 967 968 9 6 7 9 6 8 9 6 9 9 7 0 9 7 1 9 7 2 96 2 9 6 3 9 6 4 9 6 5 965 966 965 96 6 9 6 7 9 6 8 96 0 96 1 96 2 96 3 96 4 96 1 96 2 96 3 9 6 4 963 964 9 6 5 96 59669679 5 5 956 957 958 959 9 6 0 9 6 1 9 6 2 9 6 3 9 6 4 96 5 9 6 6 960 96 1 96 1 96 2 9 6 3 9 6 3 963 964 965 966 96 7 9 6 8 963 96 4 9 6 5 96 6 9 6 7 96 8 9 6 9 970 971 962 963 964 965 966 967 96 8 969 970 967 96 3 96 4 965 966 966 967 967 962 963 964 965 96 6 96 7 96 8 9 5 7 9 5 8 9 5 9 9 6 0 9 6 1 9 6 2 9 6 3 9 6 4 9 6 5 9 6 6 9 6 7 9 6 8 9 6 9 9 7 0 9 7 1 9 7 2 9 7 3 955 95 6 957 958 959 960 96 1 953 954 955 956 957 958 959 960 961 956 957 958 959 960 961 962 963 964 965 966 957 958 959 960 961 962 963 964 965 966 967 968 9 6 5 9 6 6 96 7 96 8 9 6 9 970 971 97 2 9 7 3 9 7 4 963 964 964 965 9 6 5 96 6 96 7 9 6 8 9 6 9 96 0 96 1 96 2 96 3 955 956 957 958 959 960 961 962 963 964 965 966 967 968 969 970 EXISTING BUILDING AREA = 128S.F. 18" CMP INV = 959.03 12" CMP INV = 962.18 WE T WE T WE T WET WET WET W E T WET W E T W E T WET WET WET WE T WE T WET W E T WET W E T WE T W E T > > OE O E OE OE OE SHORELAND OVERLAY B-01 B-02 B-03 B-04 B-20 B-09 B-08 B-11 B-10 B-07 B-06 B-05 B-19 B-18 B-17 B-12 B-13 B-14 B-15 B-16 N0 0 ° 0 8 ' 5 5 " W 8 5 7 . 2 7 PROJECT ISSUE / REVISION HISTORY DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY PROJECT NO. FILE NAME IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. THIS PLAN SET IS INTENDED TO BE PRINTED IN COLOR. Landform and Site to Finish are registered service marks of Landform Professional Services, LLC.®® CERTIFICATION LA N D F O R M c From Site to Finish 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net PREL I M I N A R Y NOT F O R CONS T R U C T I O N CITY SUBMITTAL SES24 JUL 2026 CITY CLIENT NORTH 0 80 160 Background information shown is from survey by Landform, Minneapolis, MN, on April 6, 2026, expressly for this project; City of Gem Lake, MN record drawings; and utility service providers. Landform offers no warranty, expressed or written, for information provided by others. Existing project conditions shall be verified prior to beginning construction. Errors, inconsistencies, or omissions discovered shall be reported to the Engineer IMMEDIATELY. Geotechnical boring locations are approximate and are based on information provided in the Geotechnical Report prepared by CVT, St. Paul, MN on May 28,2026. 1. 2. EXISTING CONDITIONS GRIES ARCHITECTURAL GROUP INC. 500 NORTH COMMERCIAL STREET NEENAH, WI 54956 TEL: (920) 722-2445 GAG26002 C1.1 EXISTING CONDITIONS C101GAG002.DWG CITY SUBMITTAL JULY 24, 2026 >> >>>> > > > > >> > > > > >>>> G U Y GUY CB RE=963.29 INV=960.09 (NE) INV=959.99 (SE) CB RE=965.28 INV=960.98 (SW) SSMH RE=965.08 INV=963.27 (NW) GUY GU Y GUY G U Y GU Y GUY GUY GUY GUY G E CO E HH HHGUY HH AC G CBMH RE=965.04 INV=962.74 (E) INV=962.74 (S) CB RE=966.84 INV=962.24 (N) INV=962.20 (SE) G U Y CB RE=964.97 INV=962.47 (N) INV=962.42 (SE) CBMH RE=964.72 INV=962.72 (S) CO AC G FES INV=958.68 FES 18IN CMP INV=958.91 X X X X X X X X X X X X X X X X X X XXXXXXXXXX X XX X X X X X X X X X GUY E CBMH RE=959.97 ST STMH RE=960.76 INV=957.65 (E) INV=957.61 (N) INV=956.56 (S) ST SS TB GUY SS SSMH RE=966.57 INV=955.17 (N) INV=955.17 (E) T N H GUY CBMH RE=965.98 ST STMH RE=966.72 INV=961.99 (NW) INV=961.56 (S) INV=961.42 (E) HH TBTB SS SSMH RE=965.09 INV=949.74 (W) INV=949.74 (E) GUYHHST STMH RE=965.34 INV=962.04 (NW) INV=961.56 (SE) ST STMH RE=965.26 INV=959.80 (W) INV=959.76 (E) ST STMH RE=965.06 INV=959.17 (E) INV=959.08 (W) INV=958.94 (SE) CBMH RE=964.04 INV=961.24 (SW) ST STMH RE=964.23 INV=960.23 (NE) INV=960.03 (W) GU Y GU Y HH GUY SS SSMH RE=965.14 INV=948.64 (N) INV=948.64 (SE) WE T W E T X X X X X X X X XX T CS FES 18IN CMP INV=957.77 N0 0 ° 0 8 ' 5 5 " W 2 8 8 . 5 1 UE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE X X X X X X X X O E RAMSEY COUNTY CAST IRON MONUMENT AT THE SE CORNER OF THE SW 1/4 SEC.27, TWP.30, R.22, RAMSEY COUNTY, MINNESOTA (874.07 DEED) FEET WEST OF THE SE 1/4 PARALLEL WITH THE EAST LINE OF THE SW 1/4 PARALLEL WITH THE SOUTH LINE OF THE SW 1/4 43 55 43 55 43 55 43 88 273022310010 OWNER: BETH TSCHIDA 62.5 COUNTY ROAD E EAST O E O E OE OE O E O E OE OE OE OE OE O E OE OE OE OE OE OE OE OE OE OE OE OE O E OE OE OE O E OE OE OE OE OE OE OE O E 12 " C M P 18" RCP 1 8 " R C P 1 8 " R C P 18" RCP 1 2 " R C P 15" R C P 1 2 " P V C > I I I I I I I I I I I I I I I I I I I I I I I I I I > >>>>>> >>>> UC UC UC UC UC UC UC UC UC UC UC UC UC UC UC UC UC UC UC EXISTING BUILDING AREA = 53,559 S.F. LFE = 965.73 EXISTING BUILDING AREA = 14,245 S.F. FFE = 975.08 EXISTING BUILDING AREA = 9,048 S.F. EXISTING BUILDING AREA = 4,000 S.F. EXISTING BUILDING AREA = 3,600 S.F. EXISTING BUILDING AREA = 3,600 S.F. GFE = 970.45 EXISTING BUILDING AREA = 400S.F. EX I S T I N G C A N O P Y COUNTY ROAD E EAST U. S . HI G H W A Y 6 1 18 " C M P 18 " C M P 18" RCP 18 " R C P 12 " R C P 12" RCP 12" RCP 15 " R C P 1 5 " R C P 6" PVC 15" RC P 96 4 96 5 96 6 96 7 96 8 969 970 971 972 973 974 9 7 4 9 6 6 967 968 969 970 971 972 973 974 96 6 96 7 96 8 96 9 97 0 97 197 2 9 7 3 9 7 4 962 963 964 965 966 967 968 96 6 967 968 9 6 7 9 6 8 9 6 9 9 7 0 9 7 1 9 7 2 96 2 9 6 3 9 6 4 9 6 5 965 966 965 9 6 6 9 6 7 9 6 8 96 0 96 1 96 2 96 3 96 4 96 1 96 2 96 3 9 6 4 963 964 9 6 5 96 5 966967 959 9 6 0 9 6 1 9 6 2 9 6 3 9 6 4 96 5 9 6 6 960 96 1 96 1 96 2 9 6 3 9 6 3 963 964 965 966 96 7 9 6 8 963 96 4 9 6 5 96 6 9 6 7 96 8 9 6 9 970 971 962 963 964 965 966 967 96 8 969 970 967 96 3 96 4 965 966 966 967 967 962 963 964 965 96 6 96 7 96 8 9 5 7 9 5 8 9 5 9 9 6 0 9 6 1 9 6 2 96 3 9 6 4 9 6 5 9 6 6 9 6 7 9 6 8 9 6 9 9 7 0 9 7 1 9 7 2 9 7 3 955 EXISTING BUILDING AREA = 128S.F. 18" CMP INV = 959.03 12" CMP INV = 962.18 WE T WE T W E T W E T WE T WET W E T WE T W E T W E T WET WET W E T W E T > > > > OE OE O E OE OE OE OE OE OE SHORELAND OVERLAY B-01 B-02 B-03 B-04 B-20 B-09 B-08 B-11 B-10 B-07 B-06 B-05 B-19 B-18 B-17 B-12 B-13 B-14 B-15 B-16 N0 0 ° 0 8 ' 5 5 " W 8 5 7 . 2 7 5 5 5 5 5 5 5 5 XX 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 X X X X X X X X X X X X XX X X X X X X X 10 10 10 13 XX 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 X X X X X X X X X X X X 10 13 13 13 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 13 XXXXXXXXXXX 13 13 13 13 13 XX X X X X X X X 10 1313 13 13 13 13 XXXXXXX XX 13 13 X X X X X X X X X X X X X X X 13 13 X X X X X X X X X 10 10 10 13 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 X X X X X X X X X 13 13 XXX 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 X X X X X X X X X X X X X X X X X X X X X 13 13 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 13 13 XXX 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 13 XXXXXXXXXXX X X X X X X X XXXXXXXXXXXXXXXXXXXXXXX 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 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X 13 13 13 5 5 13 13 13 13 LIGHTPOLE RETAINING WALL FENCE LIGHTPOLE LIGHTPOLE LIGHTPOLE LIGHTPOLELIGHTPOLE LIGHTPOLE LIGHTPOLE LIGHTPOLE LIGHTPOLE GATE VALVE FENCE LIGHTPOLE LIGHTPOLE POWER POLE POWER POLE LIGHTPOLE LIGHTPOLE LIGHTPOLE LIGHTPOLE LIGHTPOLE LIGHTPOLE FENCE FENCE BOLLARD BOLLARD XXXXXXX X X X X X X 13 X X X X 10 13 LIGHTPOLE 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 13 LIGHTPOLE XXXXXXXX 13 POWER POLE XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X 13 POWER POLE 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 13 LIGHTPOLE XXXXXXXXXXXXXXXXXXX X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 13 LIGHTPOLE 13 LIGHTPOLE 13 LIGHTPOLE 13 LIGHTPOLE 13 LIGHTPOLE XXXXXXXXX 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 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XX 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 13 LIGHTPOLE 10 10 13 GAS METER/ BOLLARDS 13 A/C UNIT/ BOLLARDS XXXXXX 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 13 TRANSFORMER 13 CURB STOP 13 CLEANOUT XX X X X X X X X X X X X X X X X X X X X X 13 POWER POLE XXX X X X X X X X X X X X X X X X X X X X X 13 POWER POLE XX 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 13 POWER POLE 13 CLEANOUT XX X X X X X X X X X X X X X X X X X X X X X X 13 POWER POLE X X X X X X X X 10 XX X X X X X X X X X X X X XX 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 XX 13 POWER POLE 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 13 LIGHTPOLE 13 LIGHTPOLE 13 LIGHTPOLE 13 LIGHTPOLE 13 LIGHTPOLE 13 LIGHTPOLE XX 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 13 LIGHTPOLE 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 X XX 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 XX 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 13 GAS METER/ BOLLARDS 13 ELECTRIC METER 13 BOLLARD 13 BOLLARD 13 GAS METER/ BOLLARDS 13 BOLLARD 10 10 10 13 LIGHTPOLE 10 10 SIGN 10 10 7 7 7 13 SIGN PROJECT ISSUE / REVISION HISTORY DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY PROJECT NO. FILE NAME IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. THIS PLAN SET IS INTENDED TO BE PRINTED IN COLOR. Landform and Site to Finish are registered service marks of Landform Professional Services, LLC.®® CERTIFICATION LA N D F O R M c From Site to Finish 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net PREL I M I N A R Y NOT F O R CONS T R U C T I O N CITY SUBMITTAL SES24 JUL 2026 CITY CLIENT NORTH 0 50 100 :Curb Removal :Concrete Removal :Soil Boring B-X Obtain permits for demolition, clearing, and disposal prior to beginning. Contact utility service providers for field location of services 72 hours prior to beginning demolition and clearing. See Sheet C3.1 for erosion prevention and sediment control measures that must be in place prior to disturbances to site. Building demolition: verify with owner that building has been cleared of regulated materials requiring special handling or disposal. Remove structure, columns, canopies, footings, foundations, and any associated construction in its entirety. Refer to Architectural and Structural for removal limits. Dimensions shown for removal are approximate. Coordinate with new construction to ensure appropriate removal of existing facilities. Pavement sawcut. Remove concrete walks and curbing to the nearest existing joint beyond construction limits. Complete demolition with minimal disruption of traffic. Coordinate lane closures with the regulatory authority and provide advance notification to affected emergency response providers. Provide barricades, lights, signs, traffic control, and other measures necessary for protection and safety of the public and maintain throughout construction. Protect structures, utilities, trees, plant material, sod, and adjacent property from damage during construction unless noted for removal. Damage shall be repaired to equal or better condition at no additional cost. Abandon wells and remove on site sewage facilities prior to any other demolition in accordance with requirements of regulatory authorities. Refer to tree preservation plan for additional information. Remove existing site features including, but not limited to, underground utilities, paving, curbing, walkways, fencing, retaining walls, aprons, lighting, related foundations, signage, bollards, and landscaping within the construction limits unless noted otherwise. Coordinate removal, relocation, termination, and re-use of existing private utility services and appurtenances with the utility companies. Restore electric handholes, pullboxes, powerpoles, guylines, and structures disturbed by construction in accordance with utility owner requirements. Existing piping and conduits may be abandoned in-place if filled with sand and if not in location of proposed building or in conflict with proposed utilities or structures. Terminate existing services at the supply side in conformance with provider's standards. Haul demolition debris off-site to a facility approved by regulatory authorities for the handling of demolition debris, unless noted otherwise. 2. 3. 4. 6. 8. 9. 11. 12. 14. 15. 16. GENERAL NOTES LEGEND DEMOLITION AND CLEARING NOTES For construction staking and surveying services contact Landform at 612.252.9070.1. :Utility Line RemovalXXXXXXXXXXXXXXXXXXX GRIES ARCHITECTURAL GROUP INC. 500 NORTH COMMERCIAL STREET NEENAH, WI 54956 TEL: (920) 722-2445 GAG26002 C1.2 DEMOLITION PLAN C102GAG002.DWG CITY SUBMITTAL JULY 24, 2026 13 5 10 7 T N H WE T X X X X X CS X X X X X X X WIRE FENCE PARTIALLY LAYING DOWN ±0.5 FT SOUTH OF LINE PARCEL A HIGHWAY EASEMENT PER DOC. NO. 196236 NATURAL GAS DIST. EASEMENT PER DOC. NO. 2609371 NATURAL GAS DIST. EASEMENT PER DOC. NO. 2609371 5 5 5 5 5 5 5 ROAD EASEMENT PER DOC. NO. 4016503 ROAD EASEMENT PER DOC. NO. 4016503 ROAD EASEMENT PER DOC. NO. 4016503 DA N I E L ' S F A R M R O A D COUNTY ROAD E EAST COUNTY ROAD E EAST U. S . HI G H W A Y 6 1 96 4 96 5 96 6 96 7 96 8 969 970 971 972 973 974 9 7 4 9 6 6 967 968 969 970 971 972 973 974 96 6 96 796 8 96 9 97 097 197 2 9 7 3 9 7 4 962 963 964 965 966 967 968 96 6 967 968 9 6 7 9 6 8 9 6 9 9 7 0 9 7 1 9 7 2 96 2 9 6 3 9 6 4 9 6 5 965 966 965 96 6 9 6 7 9 6 8 96 0 96 1 96 2 96 3 96 4 96 1 96 2 96 3 9 6 4 963 964 9 6 5 96 59669679 5 5 956 957 958 959 9 6 0 9 6 1 9 6 2 9 6 3 9 6 4 965 9 6 6 960 96 1 96 1 96 2 9 6 3 9 6 3 963 964 965 966 96 7 9 6 8 963 96 4 9 6 5 96 6 9 6 7 96 8 9 6 9 970 971 962 963 964 965 966 967 96 8 969 970 967 96 3 96 4 965 966 966 967 967 962 963 964 965 96 6 96 7 96 8 9 5 7 9 5 8 9 5 9 9 6 0 9 6 1 9 6 2 96 3 9 6 4 9 6 5 9 6 6 9 6 7 9 6 8 9 6 9 9 7 0 9 7 1 9 7 2 9 7 3 955 95 6 957 958 959 960 96 1 953 954 955 956 957 958 959 960 961 956 957 958 959 960 961 962 963 964 965 966 957 958 959 960 961 962 963 964 965 966 967 968 9 6 5 9 6 6 96 7 96 8 9 6 9 970 971 97 2 9 7 3 9 7 4 963 964 964 965 9 6 5 96 6 96 7 96 8 9 6 9 96 0 96 1 96 2 96 3 955 956 957 958 959 960 961 962 963 964 965 966 967 968 969 970 WE T WE T WE T WET WET WET W E T WET W E T W E T WET WET WET WE T WE T WET W E T WET W E T WE T W E T SHORELAND OVERLAY SHEET C1.6 : ENLARGED C SHEET C1.7 : ENLARGED D SHEET C1.4 : ENLARGED A SHEET C1.5 : ENLARGED B PROJECT ISSUE / REVISION HISTORY DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY PROJECT NO. FILE NAME IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. THIS PLAN SET IS INTENDED TO BE PRINTED IN COLOR. Landform and Site to Finish are registered service marks of Landform Professional Services, LLC.®® CERTIFICATION LA N D F O R M c From Site to Finish 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net PREL I M I N A R Y NOT F O R CONS T R U C T I O N CITY SUBMITTAL SES24 JUL 2026 CITY CLIENT NORTH 0 80 160 :Tree Removal :Tree Protection LEGEND GRIES ARCHITECTURAL GROUP INC. 500 NORTH COMMERCIAL STREET NEENAH, WI 54956 TEL: (920) 722-2445 GAG26002 C1.3 TREE PRESERVATION PLAN - OVERALL C103GAG002.DWG CITY SUBMITTAL JULY 24, 2026 TREE PRESERVATION SUMMARY Total trees Removed Preserved Non-shoreland Shoreland 417 347 359 (86%) 157 (45%) 58 190 G U Y GUY WIRE FENCE PARTIALLY LAYING DOWN ±0.5 FT SOUTH OF LINE PARALLEL WITH THE SOUTH LINE OF THE SW 1/4 NATURAL GAS DIST. EASEMENT PER DOC. NO. 2609371 NATURAL GAS DIST. EASEMENT PER DOC. NO. 2609371 5 5 5 5 5 5 ROAD EASEMENT PER DOC. NO. 4016503 ROAD EASEMENT PER DOC. NO. 4016503 ROAD EASEMENT PER DOC. NO. 4016503 96 3 96 4 965 966 962 963 964 965 96 6 96 7 96 8 9 6 0 9 6 1 9 6 2 9 6 3 9 6 4 9 6 5 9 6 6 9 6 7 9 6 8 9 6 9 9 7 0 9 7 1 9 7 2 9 7 3 957 958 959 960 96 1 960 961 957 958 959 960 961 962 963 964 965 966 967 968 9 6 5 9 6 6 96 7 96 8 9 6 9 970 971 97 2 9 7 3 9 7 4 963 964 964 965 9 6 5 96 6 96 7 96 8 9 6 9 96 0 96 1 96 2 96 3 960 961 962 963 964 965 966 967 968 969 970 W E T W E T WET W E T WE T W E T WET WET WET WE T WE T WET WET WE T W E T WE T W E T WET WET W E T WET W E T WE T W E T WET WE T WE T W E T W E T SHORELAND OVERLAY 12 34 56 7 8 9 10 11 12131415 16 1718 19 20 212223 2425 2627 28 29 3031 32 33 343536 37 38 39 40 41 42 43 4445 46 47 48 495051 52 53 54 55 5657585960 6162 6364 6566 6768 69 7071 72 73 74 75 76 77 7879 80 81 82 8384 85 86 87 88 89 90 91 9293 9495 96 97 9899 100101 102 103 104 105 106 107108 109110111 112113 114 115 116 117118 119 120121 122123 124 125 126127128 129 130 131 132133134 135 136 137138 139140141 142143 144145 146 147 148 149 150 151152 153 154 155156 157 158159 160 161 162 163 164 165 166 167 168 169 170171172 173 174 175 176 177178179 180181 182183 184 185186 187188189 190 191 192193 194195 196 197 198 199 200 201 202 203204 205 206 207208209 210 211 212 213 214 215 216217218 219 220 221 222 223 224 225 226 227228229230231232 233 234 235 236 237238 239240 241 242 243 249 250251252 253 428 429430 431 432 433 434 435 436437 438 439 440 441 442443 444445 446 447448 449450 451 452 453 454455 456 457 458459460 461 462 463464 465 466 467468 469 470471 472 473 474475 476477 478 479 480 481 482 483 484 485 486 487 488 489 490491 492493 494 495 496 497498 499500 501 502503 504 505 506 507 508 509 510511 512 513514515 516 517 518 519 520 521522523524525 575 576 719 720 721 722 723 724 725 726 727 728 729 730 731 732 733 768 769 770 771 772 773 774775 776 777 778 779 780 781 782 783784 785786787 788 789790 791 792 793 794 795 796 797 798 799 800801 802 803 804 805 806807808 809810 811 812 813 814 815 816 817 818 819 820821 822 823 824 825 826 827 828 829 830 831 832 833 834 835 836 837838 839 840 841 842843 844 845 846 847 848849 850 851 852 853 854 855 856857 858 859 860 861 862 863 864865 866 867 868869 870 871 872 873 874 875 876 877 878 879 880 881 882 883884 885 886 887 888 889 890 891 892 TREE PRESERVATION - ENLARGED A TREE PRESERVATION - ENLARGED B TR E E P R E S E R V A T I O N - E N L A R G E D A TR E E P R E S E R V A T I O N - E N L A R G E D C PROJECT ISSUE / REVISION HISTORY DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY PROJECT NO. FILE NAME IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. THIS PLAN SET IS INTENDED TO BE PRINTED IN COLOR. Landform and Site to Finish are registered service marks of Landform Professional Services, LLC.®® CERTIFICATION LA N D F O R M c From Site to Finish 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net PREL I M I N A R Y NOT F O R CONS T R U C T I O N CITY SUBMITTAL SES24 JUL 2026 CITY CLIENT NORTH 0 40 80 GRIES ARCHITECTURAL GROUP INC. 500 NORTH COMMERCIAL STREET NEENAH, WI 54956 TEL: (920) 722-2445 GAG26002 C1.4 TREE PRESERVATION - ENLARGED A C104GAG002.DWG CITY SUBMITTAL JULY 24, 2026 :Tree Removal :Tree Protection LEGEND X X NORTHERLY EXTENSION OF CENTERLINE OF INTERNATIONAL DRIVE PARCEL A HIGHWAY EASEMENT PER DOC. NO. 196236 5 5 DA N I E L ' S F A R M R O A D COUNTY ROAD E EAST 96 4 96 5 96 6 96 7 96 8 9 7 4 9 5 5 956 957 958 959 9 6 0 9 6 1 9 6 2 9 6 3 9 6 4 9 5 7 9 5 8 9 5 9 9 6 0 9 6 1 9 6 2 96 3 9 6 4 9 6 5 9 6 6 9 6 7 9 6 8 9 6 9 9 7 0 9 7 1 9 7 2 9 7 3 955 95 6 957 958 959 960 96 1 953 954 955 956 957 958 959 960 961 956 957 958 959 960 961 962 963 964 965 966 955 956 957 958 959 960 WET WE T WE T WE T WE T W E T WET WETWET WET WETWET W E T WET WET 184 185186 187188189 190 191 192193 194195 196 197 198 199 200 201 202 203204 205 206 207208209 210 211 212 213 214 215 216217218 219 220 221 222 223 224 225 226 227228229230231232 233 234 235 236 237238 239240 241 242 243 244245 246247 248 249 250251252 253 254 255 256257258259260 261262 263 264 265 266 267 268 269 270271272 273274 275276277278 279 280281 282283284 285 286 287 288 289 290291 292 293 294 295 296 297 298 299 300 301 302 303304305306 307 308 309 310 311 312 313 314315 316 317 318 319320321 322 323324325 326327 328 329330331 332 333 334 335 336 337 338339 340341342343 344345 346 347 348 349 350 351 352 353 354355356357 358 359 360 361362 363 364 365 366 367 368 369370 371372373 374 375376 377 378 379 380381 382 383 384 385 386 387 388389390 391 392 393394395396397398 399 400 401 402403404 405 406 407 408 409 410 411 412 413 414 415416 417418 419420 421 422 423424 425 426427 715716 719 734 735 736 737 738739740741 742 743744 745 746 747748749 750 751 752753754755756 757 758 759760 761 762 763 764 765766 767 TREE PRESERVATION - ENLARGED A TREE PRESERVATION - ENLARGED B TR E E P R E S E R V A T I O N - E N L A R G E D B TR E E P R E S E R V A T I O N - E N L A R G E D D PROJECT ISSUE / REVISION HISTORY DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY PROJECT NO. FILE NAME IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. THIS PLAN SET IS INTENDED TO BE PRINTED IN COLOR. Landform and Site to Finish are registered service marks of Landform Professional Services, LLC.®® CERTIFICATION LA N D F O R M c From Site to Finish 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net PREL I M I N A R Y NOT F O R CONS T R U C T I O N CITY SUBMITTAL SES24 JUL 2026 CITY CLIENT NORTH 0 40 80 GRIES ARCHITECTURAL GROUP INC. 500 NORTH COMMERCIAL STREET NEENAH, WI 54956 TEL: (920) 722-2445 GAG26002 C1.5 TREE PRESERVATION - ENLARGED B C105GAG002.DWG CITY SUBMITTAL JULY 24, 2026 :Tree Removal :Tree Protection LEGEND AC WE T WE T 9 6 6 967 968 969 970 971 972 973 974 96 6 96 7 96 8 96 9 97 0 97 1 97 2 97 3 9 7 4 962 963 964 965 966 967 968 96 6 967 968 9 6 7 9 6 8 9 6 9 9 7 0 9 7 1 9 7 2 96 2 9 6 3 96 0 96 1 96 2 96 3 96 4 964 960 96 1 96 1 96 2 9 6 3 9 6 3 963 964 965 963 96 4 9 6 5 96 6 9 6 7 96 8 9 6 9 970 971 962 963 964 965 966 967 96 8 969 970 967 96 3 96 4 965 966 966 967 967 96 6 96 7 96 8 9 6 9 9 7 0 9 7 1 9 7 2 9 7 3 12 9 10 29 3031 32 33 42 43 4445 46 47 48 55 5657 6364 6566 6768 75 76 77 7879 91 92 101 102 103 112113 114 115 116 117118 129 130 131 132133134 135 136 137138 139 148 149 150 151152 153 154 155156 157 158 166 167 168 169 176 177 190 191 192193 194195 205 206 207208209 210 211 212 431 432 505 506 507 508 509 510511 512 513514515 516 517 518 519 520 521522523524525526 527528 529 530 531 532 533 534 535 536 537 538 539 540 541 542 543 544 545 546547548549 550 551 552 553 554 555 556 557 558 559560 561 562 563564 565566567568 569 570 571 572 573 574 575 576 577 578 579 580 581582 583584 585586 587 588589 590591 592 593 594 595 596 597 598 599 600 601602603 604 605 606 607 608 609 610 611 612613 614615 616 617 618619 620 621 622 623 624 625 626 627 628629 630 631 632 633634 635 636 637638 639640641 642 643644 645 646647 648 649 650 651 652 653654 655 656 657 658659 660 661 662 663664 665 666 667 668 669670671 672673674 675 676 677678 679 680681 682 683 684 685 686687 688 689 690 691 692 693694 695 696 697698 699 700 701 702703 704705 706 707 708 719 720 721 722 723 724 725 726 727 728 729 730 731 732 733 TREE PRESERVATION - ENLARGED C TREE PRESERVATION - ENLARGED D TR E E P R E S E R V A T I O N - E N L A R G E D A TR E E P R E S E R V A T I O N - E N L A R G E D C SHORELAND OVERLAY OFFSITE TREE PRESERVATION - ENLARGED C PROJECT ISSUE / REVISION HISTORY DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY PROJECT NO. FILE NAME IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. THIS PLAN SET IS INTENDED TO BE PRINTED IN COLOR. Landform and Site to Finish are registered service marks of Landform Professional Services, LLC.®® CERTIFICATION LA N D F O R M c From Site to Finish 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net PREL I M I N A R Y NOT F O R CONS T R U C T I O N CITY SUBMITTAL SES24 JUL 2026 CITY CLIENT NORTH 0 40 80 GRIES ARCHITECTURAL GROUP INC. 500 NORTH COMMERCIAL STREET NEENAH, WI 54956 TEL: (920) 722-2445 GAG26002 C1.6 TREE PRESERVATION - ENLARGED C C106GAG002.DWG CITY SUBMITTAL JULY 24, 2026 :Tree Removal :Tree Protection LEGEND E AC T N H T CS COUNTY ROAD E EAST U. S . HI G H W A Y 6 1 96 4 96 5 96 6 96 7 96 8 969 970 971 972 973 974 9 7 4 973 974 96 6 96 7 96 8 96 9 97 0 97 1 97 2 97 3 9 7 4 9 6 4 9 6 5 965 966 965 9 6 6 9 6 7 9 6 8 96 3 96 4 96 1 96 2 96 3 9 6 4 9 6 5 96 5 966967 9 6 2 9 6 3 9 6 4 96 5 9 6 6 9 6 2 9 6 3 9 6 4 9 6 5 9 6 6 9 6 7 9 6 8 9 6 9 9 7 0 9 7 1 9 7 2 9 7 3 176 177178179 180 181 184 185186 187188189 190 191 192193 194195 196 197 198 199 200 201 202 203204 205 206 207208209 210 211 212 213 214 215 216217218 219 220 221 222 223 224 225 226 227228229230231232 233 234 235 236 237238 239240 241 242 243 244245 246247 248 249 250251252 253 254 255 256257258 259260 261262 263 264 265 266 267 268 269 270271272 273274 275276277278 279 280281 282283284 285 286 287 288 289 290291 292 293 294 295 296 297 298 299 300 301 302 303304305306 307 308 309 310 311 312 313 314315 316 317 318 319320321 322 323324325 326327 328 329330331 332 333 334 335 336 337 338339 340341342343 344345 346 347 348 349 350 351 352 353 354355356357 358 359 360 361362 363 364 365 366 367 368 369370 371372373 374 375376 377 378 379 380381 382 383 384 425 709710711712713714715716 717 718 719 TR E E P R E S E R V A T I O N - E N L A R G E D B TR E E P R E S E R V A T I O N - E N L A R G E D D TREE PRESERVATION - ENLARGED C TREE PRESERVATION - ENLARGED D PROJECT ISSUE / REVISION HISTORY DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY PROJECT NO. FILE NAME IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. THIS PLAN SET IS INTENDED TO BE PRINTED IN COLOR. Landform and Site to Finish are registered service marks of Landform Professional Services, LLC.®® CERTIFICATION LA N D F O R M c From Site to Finish 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net PREL I M I N A R Y NOT F O R CONS T R U C T I O N CITY SUBMITTAL SES24 JUL 2026 CITY CLIENT NORTH 0 40 80 GRIES ARCHITECTURAL GROUP INC. 500 NORTH COMMERCIAL STREET NEENAH, WI 54956 TEL: (920) 722-2445 GAG26002 C1.7 TREE PRESERVATION - ENLARGED D C107GAG002.DWG CITY SUBMITTAL JULY 24, 2026 :Tree Removal :Tree Protection LEGEND CO E HH HHGUY HH G U Y CO ST ST HH TB GUY GUYGUYGUY GUYHH SGLP SS ST ST E ESGLPE G U Y E ST ST SSSS TB GUY SS T N H GUY ST HH TBTB SS GUYHHST ST ST ST GUY GU Y HH GUY SS WE T X X X X X CS SOUTH LINE OF THE SW 1/4 S87°03'48"W 493.69 N0 0 ° 0 8 ' 5 5 " W 2 8 8 . 5 1 N89°46'56"E 777.48 S0 0 ° 1 3 ' 0 4 " E 8 7 6 . 6 4 S2 6 ° 0 6 ' 5 6 " W 1 6 6 . 5 2 N72°16'04"W 31.80 S68°17 ' 5 6 " W 1 0 5 . 5 1 S50° 4 4 ' 5 1 " W 1 0 7 . 4 1 X X X X X X X WIRE FENCE PARTIALLY LAYING DOWN ±0.5 FT SOUTH OF LINE RAMSEY COUNTY CAST IRON MONUMENT AT THE SE CORNER OF THE SW 1/4 SEC.27, TWP.30, R.22, RAMSEY COUNTY, MINNESOTA (874.07 DEED) FEET WEST OF THE SE 1/4 PARALLEL WITH THE EAST LINE OF THE SW 1/4 CENTERLINE OF INTERNATIONAL DRIVE BEING 30 FT W'RLY OF AND PARALLEL WITH THE WEST LINE OF LOT 3, BLOCK 1, VADNAIS HEIGHTS SPORTS COMPLEX SOUTHERLY LINE OF PREMISES PER REGISTER OF DEEDS OF RAMSEY COUNTY, MINNESOTA BOOK 1453 OF DEEDS, PAGE 152 AS MONUMENTED 85.00 S68°1 7 ' 5 6 " W (S68° 3 1 ' W ) (S 2 6 ° 2 0 ' W ) S2 6 ° 0 6 ' 5 6 " W 2 1 0 . 4 1 (S O U T H ) S 0 0 ° 1 3 ' 0 4 " E 8 8 6 . 0 0 9 0 ° 0 ' 0 " 40 40 40 40 40 4 0 4 0 PARCEL B E'RLY LINE OF PREMISES PER REGISTER OF DEEDS OF RAMSEY COUNTY, MINNESOTA BOOK 1454 OF DEEDS, PAGE 213 HIGHWAY EASEMENT PER DOC. NO. 196236 43 48 43 71 43 55 43 55 43 55 43 88 NATURAL GAS DIST. EASEMENT PER DOC. NO. 2609371 NATURAL GAS DIST. EASEMENT PER DOC. NO. 2609371 5 5 5 5 5 5 5 273022310010 OWNER: BETH TSCHIDA 273022310003 OWNER: THOMAS RASMUSSEN TR 27 3 0 2 2 3 3 0 4 9 OW N E R : C I T Y O F G E M L A K E 27302230016 OWNER: STEPHANIE FARRELL 273022330010 OWNER: JOHN KUNY EX C E P T I O N ROAD EASEMENT PER DOC. NO. 4016503 ROAD EASEMENT PER DOC. NO. 4016503 ROAD EASEMENT PER DOC. NO. 4016503 DA N I E L ' S F A R M R O A D COUNTY ROAD E EAST COUNTY ROAD E EAST U. S . HI G H W A Y 6 1 WE T WE T WE T WET WET WET W E T WET W E T W E T WET WET WET WE T WE T WET W E T WET W E T WE T W E T CO E HH HHGUY HH G U Y CO ST ST HH TB GUY GUYGUYGUY GUYHH SGLP SS ST ST E ESGLPE G U Y E ST ST SSSS TB GUY SS T N H GUY ST HH TBTB SS GUYHHST ST ST ST GUY GU Y HH GUY SS WE T X X X X X CS SOUTH LINE OF THE SW 1/4 S87°03'48"W 493.69 N0 0 ° 0 8 ' 5 5 " W 2 8 8 . 5 1 N89°46'56"E 777.48 S0 0 ° 1 3 ' 0 4 " E 8 7 6 . 6 4 S2 6 ° 0 6 ' 5 6 " W 1 6 6 . 5 2 N72°16'04"W 31.80 S68°17 ' 5 6 " W 1 0 5 . 5 1 S50° 4 4 ' 5 1 " W 1 0 7 . 4 1 X X X X X X X WIRE FENCE PARTIALLY LAYING DOWN ±0.5 FT SOUTH OF LINE RAMSEY COUNTY CAST IRON MONUMENT AT THE SE CORNER OF THE SW 1/4 SEC.27, TWP.30, R.22, RAMSEY COUNTY, MINNESOTA (874.07 DEED) FEET WEST OF THE SE 1/4 PARALLEL WITH THE EAST LINE OF THE SW 1/4 CENTERLINE OF INTERNATIONAL DRIVE BEING 30 FT W'RLY OF AND PARALLEL WITH THE WEST LINE OF LOT 3, BLOCK 1, VADNAIS HEIGHTS SPORTS COMPLEX SOUTHERLY LINE OF PREMISES PER REGISTER OF DEEDS OF RAMSEY COUNTY, MINNESOTA BOOK 1453 OF DEEDS, PAGE 152 AS MONUMENTED 85.00 S68°1 7 ' 5 6 " W (S68° 3 1 ' W ) (S 2 6 ° 2 0 ' W ) S2 6 ° 0 6 ' 5 6 " W 2 1 0 . 4 1 (S O U T H ) S 0 0 ° 1 3 ' 0 4 " E 8 8 6 . 0 0 9 0 ° 0 ' 0 " 40 40 40 40 40 4 0 4 0 PARCEL B E'RLY LINE OF PREMISES PER REGISTER OF DEEDS OF RAMSEY COUNTY, MINNESOTA BOOK 1454 OF DEEDS, PAGE 213 HIGHWAY EASEMENT PER DOC. NO. 196236 43 48 43 71 43 55 43 55 43 55 43 88 NATURAL GAS DIST. EASEMENT PER DOC. NO. 2609371 NATURAL GAS DIST. EASEMENT PER DOC. NO. 2609371 5 5 5 5 5 5 5 273022310010 OWNER: BETH TSCHIDA 273022310003 OWNER: THOMAS RASMUSSEN TR 27 3 0 2 2 3 3 0 4 9 OW N E R : C I T Y O F G E M L A K E 27302230016 OWNER: STEPHANIE FARRELL 273022330010 OWNER: JOHN KUNY EX C E P T I O N ROAD EASEMENT PER DOC. NO. 4016503 ROAD EASEMENT PER DOC. NO. 4016503 ROAD EASEMENT PER DOC. NO. 4016503 DA N I E L ' S F A R M R O A D COUNTY ROAD E EAST COUNTY ROAD E EAST U. S . HI G H W A Y 6 1 WE T WE T WE T WET WET WET W E T WET W E T W E T WET WET WET WE T WE T WET W E T WET W E T WE T W E T PROPOSED BUILDING FFE = 970.00 AREA = 121,451 S.F. NE POND -12P NWL = 961.50 BOT = 958.00 HWL = 964.62 NW POND -11P NWL = 963.00 BOT = 959.00 HWL = 965.27 SE POND -13P NWL = 960.50 BOT = 956.50 HWL = 963.37 30' BUILDING SETBACK 20' PARKING SETBACK 30 ' B U I L D I N G S E T B A C K 10 ' P A R K I N G S E T B A C K 30' BUILDING SETBACK 10' PARKING SETBACK 30' BUILDING SETBACK 20' PARKING SETBACK 30 ' B U I L D I N G S E T B A C K 10 ' P A R K I N G S E T B A C K 30' BUILDING SETBACK 10' PARKING SETBACK NO PAR K I N G NO PAR K I N G N O PA R K I N G S0 0 ° 0 7 ' 5 9 " E 7 2 9 . 8 4 N89°52'01"E 635.55 10 ' P A R K I N G S E T B A C K 30 ' B U I L D I N G S E T B A C K 30' BUILDING SETBACK 10' PARKING SETBACK 10' PARKING SETBACK 30' BUILDING SETBACK PROPOSED PARCEL 2 PROPOSED PARCEL 1 CO E HH HHGUY HH G U Y CO ST ST HH TB GUY GUYGUYGUY GUYHH SGLP SS ST ST E ESGLPE G U Y E ST ST SSSS TB GUY SS T N H GUY ST HH TBTB SS GUYHHST ST ST ST GUY GU Y HH GUY SS WE T X X X X X CS SOUTH LINE OF THE SW 1/4 S87°03'48"W 493.69 N0 0 ° 0 8 ' 5 5 " W 2 8 8 . 5 1 N89°46'56"E 777.48 S0 0 ° 1 3 ' 0 4 " E 8 7 6 . 6 4 S2 6 ° 0 6 ' 5 6 " W 1 6 6 . 5 2 N72°16'04"W 31.80 S68°17 ' 5 6 " W 1 0 5 . 5 1 S50° 4 4 ' 5 1 " W 1 0 7 . 4 1 X X X X X X X WIRE FENCE PARTIALLY LAYING DOWN ±0.5 FT SOUTH OF LINE RAMSEY COUNTY CAST IRON MONUMENT AT THE SE CORNER OF THE SW 1/4 SEC.27, TWP.30, R.22, RAMSEY COUNTY, MINNESOTA (874.07 DEED) FEET WEST OF THE SE 1/4 PARALLEL WITH THE EAST LINE OF THE SW 1/4 CENTERLINE OF INTERNATIONAL DRIVE BEING 30 FT W'RLY OF AND PARALLEL WITH THE WEST LINE OF LOT 3, BLOCK 1, VADNAIS HEIGHTS SPORTS COMPLEX SOUTHERLY LINE OF PREMISES PER REGISTER OF DEEDS OF RAMSEY COUNTY, MINNESOTA BOOK 1453 OF DEEDS, PAGE 152 AS MONUMENTED 85.00 S68°1 7 ' 5 6 " W (S68° 3 1 ' W ) (S 2 6 ° 2 0 ' W ) S2 6 ° 0 6 ' 5 6 " W 2 1 0 . 4 1 (S O U T H ) S 0 0 ° 1 3 ' 0 4 " E 8 8 6 . 0 0 9 0 ° 0 ' 0 " 40 40 40 40 40 4 0 4 0 PARCEL B E'RLY LINE OF PREMISES PER REGISTER OF DEEDS OF RAMSEY COUNTY, MINNESOTA BOOK 1454 OF DEEDS, PAGE 213 HIGHWAY EASEMENT PER DOC. NO. 196236 43 48 43 71 43 55 43 55 43 55 43 88 NATURAL GAS DIST. EASEMENT PER DOC. NO. 2609371 NATURAL GAS DIST. EASEMENT PER DOC. NO. 2609371 5 5 5 5 5 5 5 273022310010 OWNER: BETH TSCHIDA 273022310003 OWNER: THOMAS RASMUSSEN TR 27 3 0 2 2 3 3 0 4 9 OW N E R : C I T Y O F G E M L A K E 27302230016 OWNER: STEPHANIE FARRELL 273022330010 OWNER: JOHN KUNY EX C E P T I O N ROAD EASEMENT PER DOC. NO. 4016503 ROAD EASEMENT PER DOC. NO. 4016503 ROAD EASEMENT PER DOC. NO. 4016503 DA N I E L ' S F A R M R O A D COUNTY ROAD E EAST COUNTY ROAD E EAST U. S . HI G H W A Y 6 1 WE T WE T WE T WET WET WET W E T WET W E T W E T WET WET WET WE T WE T WET W E T WET W E T WE T W E T PROJECT ISSUE / REVISION HISTORY DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY PROJECT NO. FILE NAME IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. THIS PLAN SET IS INTENDED TO BE PRINTED IN COLOR. Landform and Site to Finish are registered service marks of Landform Professional Services, LLC.®® CERTIFICATION LA N D F O R M c From Site to Finish 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net PREL I M I N A R Y NOT F O R CONS T R U C T I O N CITY SUBMITTAL SES24 JUL 2026 CITY CLIENT NORTH 0 80 160 GRIES ARCHITECTURAL GROUP INC. 500 NORTH COMMERCIAL STREET NEENAH, WI 54956 TEL: (920) 722-2445 GAG26002 C2.1 OVERALL SITE PLAN C201GAG0021.DWG CITY SUBMITTAL JULY 24, 2026 Total Parking Stalls Required 121,451 s.f. / 1,000 s.f. + 67 service stalls = 188.5 Stalls Required Parking: 121,451 s.f. Total 1 space per 1,000 sq. ft. rounded up plus one space for each service or cleanup stall. 1,173 1,179 ea. ea.Standard Stalls Provided Parking: Total Parking Stalls Provided (9x20) 189 ea. 6 ea.Accessible Stalls (9x20) The Property is Zoned NC - Neighborhood Center Building Setback Information is as follows: Front Yard = 30 ft. Rear = 30 ft. Side (Street) = 30 ft. Side (Interior) = 30 ft. Parking Setback Information is as follows: County Road E = 20 ft. Highway 61 = 10 ft. Rear = 10 ft. Side (Interior) = 10 ft. Lot Coverage Information is as follows: Total Site Area = 1,463,003 s.f. = 33.59 ac. Impervious Pervious Total 999,240 603,428 395,812 s.f s.f. s.f. Impervious Proposed: Total Pervious Existing: 999,240 585,598 413,642 s.f. s.f. s.f. 22.94 13.85 9.09 22.94 13.44 9.5 Obtain all necessary permits for construction within, or use of, public right-of-way. The digital file, which can be obtained from the Engineer, shall be used for staking. Discrepancies between the drawings and the digital file shall be reported to the Engineer. The building footprint, as shown on these drawings, and the digital file, shall be compared to the structural drawings prior to staking. Building layout angles are parallel with or perpendicular to the property line at the location indicated. Dimensions shown are to face of curb and exterior face of building unless noted otherwise. Delineate parking stalls with a 4-inch wide white painted stripe. Delineate access aisles with 4-inch wide white painted stripes 18 inches on center and at 45 degree angle to direction of travel. Trash / Recycling areas: See Architectural drawings. Fuel Pump: See Architectural drawings. 2. 3. 4. 5. 6. 7. 8. GENERAL NOTES PARKING SUMMARY AREA SUMMARY ZONING AND SETBACK SUMMARY SITE PLAN NOTES For construction staking and surveying services contact Landform at 612.252.9070.1. 100.0% 60.4% 39.6% 100.0% 58.6% 41.4% ac. ac. ac. ac. ac. ac. LEGEND Green Space (Landscape Area) PROPOSED PARCEL 1 (Dealership Property): Impervious Pervious Total 463,751 0 463,751 s.f s.f. s.f. Impervious Proposed: Total Pervious Existing: 463,751 0 463,751 s.f. s.f. s.f. 10.65 0.00 10.65 10.65 0.00 10.65 100.0% 0.0% 100.0% 100.0% 0.0% 100.0% ac. ac. ac. ac. ac. ac. PROPOSED PARCEL 2: CO E HH HHGUY HH G U Y CO E ST ST SS TB GUY SS T N H GUY ST HH TBTB SS GUYHHST ST ST ST GU Y GU Y HH GUY SS WE T W E T X X X X X X X X XX CS N0 0 ° 0 8 ' 5 5 " W 2 8 8 . 5 1 RAMSEY COUNTY CAST IRON MONUMENT AT THE SE CORNER OF THE SW 1/4 SEC.27, TWP.30, R.22, RAMSEY COUNTY, MINNESOTA (874.07 DEED) FEET WEST OF THE SE 1/4 PARALLEL WITH THE EAST LINE OF THE SW 1/4 43 55 43 55 43 55 43 88 273022310010 OWNER: BETH TSCHIDA COUNTY ROAD E EAST COUNTY ROAD E EAST U. S . HI G H W A Y 6 1 WE T WE T W E T W E T WE T WET W E T WE T W E T W E T WET WET W E T W E T CO E HH HHGUY HH G U Y CO E ST ST SS TB GUY SS T N H GUY ST HH TBTB SS GUYHHST ST ST ST GU Y GU Y HH GUY SS WE T W E T X X X X X X X X XX CS N0 0 ° 0 8 ' 5 5 " W 2 8 8 . 5 1 RAMSEY COUNTY CAST IRON MONUMENT AT THE SE CORNER OF THE SW 1/4 SEC.27, TWP.30, R.22, RAMSEY COUNTY, MINNESOTA (874.07 DEED) FEET WEST OF THE SE 1/4 PARALLEL WITH THE EAST LINE OF THE SW 1/4 43 55 43 55 43 55 43 88 273022310010 OWNER: BETH TSCHIDA COUNTY ROAD E EAST COUNTY ROAD E EAST U. S . HI G H W A Y 6 1 WE T WE T W E T W E T WE T WET W E T WE T W E T W E T WET WET W E T W E T PROPOSED BUILDING FFE = 970.00 AREA = 121,451 S.F. NE POND -12P NWL = 961.50 BOT = 958.00 HWL = 964.62 NW POND -11P NWL = 963.00 BOT = 959.00 HWL = 965.27 SE POND -13P NWL = 960.50 BOT = 956.50 HWL = 963.37 30' BUILDING SETBACK 20' PARKING SETBACK 30 ' B U I L D I N G S E T B A C K 10 ' P A R K I N G S E T B A C K 30' BUILDING SETBACK 10' PARKING SETBACK NO PAR K I N G NO PAR K I N G N O P A R K I N G S0 0 ° 0 7 ' 5 9 " E 7 2 9 . 8 4 10 ' P A R K I N G S E T B A C K 30 ' B U I L D I N G S E T B A C K PROPOSED PARCEL 1 CO E HH HHGUY HH G U Y CO E ST ST SS TB GUY SS T N H GUY ST HH TBTB SS GUYHHST ST ST ST GU Y GU Y HH GUY SS WE T W E T X X X X X X X X XX CS N0 0 ° 0 8 ' 5 5 " W 2 8 8 . 5 1 RAMSEY COUNTY CAST IRON MONUMENT AT THE SE CORNER OF THE SW 1/4 SEC.27, TWP.30, R.22, RAMSEY COUNTY, MINNESOTA (874.07 DEED) FEET WEST OF THE SE 1/4 PARALLEL WITH THE EAST LINE OF THE SW 1/4 43 55 43 55 43 55 43 88 273022310010 OWNER: BETH TSCHIDA COUNTY ROAD E EAST COUNTY ROAD E EAST U. S . HI G H W A Y 6 1 WE T WE T W E T W E T WE T WET W E T WE T W E T W E T WET WET W E T W E T R8'R8' R3. 5 ' R 3 . 5 ' R 3 . 5 ' R6 ' R3.5' R8 ' R 3 . 5 ' R3.5 ' R 3 . 5 ' R3.5 ' R 3 . 5 ' R3. 5 ' R 1 0 ' R3.5 ' R 3 . 5 ' R3.5' R 3 . 5 ' R3.5 ' R 3 . 5 ' R8' R 1 0 ' R15 ' R 1 5 ' R10 ' R 8 ' R3.5' R 3 . 5 ' R3. 5 ' R8' R15 ' R 1 5 ' R8' R 3 . 5 ' R3.5 ' R 3 . 5 ' R3.5 ' R 3 . 5 ' R3.5 ' R3.5' R3 . 5 ' R3.5' R3 . 5 ' R3.5' R3 . 5 ' R3.5' R 5 ' R5' R 8 ' R20' R3 . 5 ' R3.5' R8 ' R8' R3 . 5 ' R3.5' R10' R1 0 ' R15' R1 0 ' R3.5' R3 . 5 ' R10' R 3 . 5 ' R3.5' R 8 ' R6. 9 3 ' R5' R3 . 5 ' R3.5' R 5 ' R8' R3 . 5 ' R3.5' R8 ' R5' R3 . 5 ' R3.5 'R3 . 5 ' R8 ' R3.5' R3.5' R3 . 5 ' R3.5' R3. 5 ' R8' R 3 . 5 ' R3.5' R 1 0 ' R2. 5 ' R3 . 5 ' R8' R3 . 5 ' R8 ' R3.5' R8' R3 . 5 ' R3.5' R8 ' R8' R 3 . 5 ' R3.5' R8 ' R8' R3 . 5 ' R3.5' R8 ' R8' R3 . 5 ' R3.5' R8 ' R3 . 5 ' R8' R3.5' R8 ' 9 3 3 9 2 2 2 2ac 2ac 10 9 10 4 10 9 12 R8' R8 ' R3.5 ' R 3 . 5 ' 24 ' 40 ' 24 ' 20 ' 12'12'12' 26' 30 ' R6 8 ' R3 . 5 ' R10' R10' R7' R 8 'R3.5 ' R 3 . 5 ' R8' 2 0 ' 3 0 ' 4 0 ' 2 4 ' 4 0 ' 2 4 ' 4 0 ' 2 4 ' 4 0 ' 2 4 ' 2 0 ' R5.5 ' R 3 . 5 ' R2' R3.5' R3 . 5 ' R3.5' R5' R 3 . 5 ' R5' R3.5' R 3 . 5 ' R2 ' 24 ' 40 ' 24 ' 20 ' R3.5 ' R 8 ' R8 ' R 3 . 5 ' R8' R 8 ' R3. 5 ' R 3 . 5 ' R8 ' R3 . 5 ' R3.5' R 8 ' R8' R 3 . 5 ' R3.5 ' R 8 ' R8' R8' R3. 5 ' R 3 . 5 ' R 5 ' R3.5 ' R 3 . 5 ' R10' 4 0 ' 2 4 ' 2 0 ' 2 7 . 4 7 ' 2 4 ' 15' 16' 16' 15' 18' 1 2 ' 4 0 ' 5 9 . 1 2 ' R 8 ' R3.5 ' R8' R3 . 5 ' R3 . 5 ' R2'R5' R3 . 5 ' R2'R5' R3 . 5 ' R3'R5' R3 . 5 ' R3 . 5 ' R3.5' R3 . 5 ' R3.5' R3.5' R3 . 5 ' R5'R3.5'R10 ' R 3 . 5 ' R3.5' R3 . 5 ' R3 . 5 ' R3.5' R3.5' R3 . 5 ' R3 . 5 ' R3.5' R3.5' R3 . 5 ' R3 . 5 ' R3.5'R3 . 5 ' R3.5' R 3 . 5 ' R 8 ' R3.5' R3 . 5 ' R8' R3 . 5 ' R3.5' R 3 . 5 ' R3 . 5 ' R8' R8 ' R3.5' R8' R8 ' R3.5' R3 . 5 ' R 3 . 5 ' R3 . 5 ' R3.5' R3.5' R8 ' R8' R 3 . 5 ' R3 . 5 ' R8' R8 ' R3 . 5 ' R8' R8 ' R3.5' R 3 . 5 ' R 8 ' R8' R3 . 5 ' R3.5' 6 22 20 35 54 47 34 6 7 27 21 33 38 38 38 38 45 18 31 20 443118 4 18 R3 . 5 ' R8' R 8 ' R3.5 ' 25 28 23 25 44 25 32 25 36 22 13 23 38 6 30' 25.4 8 ' 30 ' 30 ' 24 ' 30' 24 ' 30 ' 24' 9' (TY P . ) 9' (T Y P . ) 9' (TYP.) 9' (TYP.) R5' R3.5' R3. 5 ' R3 'R3' 8 R3.5' 7 20 ' 11 2 . 4 1 ' 1 0 . 5 ' 2ac R3 . 5 ' R3.5' R3.5' R3 . 5 ' R 3 . 5 ' 2 4 ' 4 0 ' 4 0 ' 2 4 ' 4 0 ' 2 4 ' 4 0 ' 3 0 ' 4 0 ' 2 4 ' 4 0 ' 2 4 ' 4 0 ' 24' 20' 20 ' 3 0 ' R3.5' PROJECT ISSUE / REVISION HISTORY DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY PROJECT NO. FILE NAME IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. THIS PLAN SET IS INTENDED TO BE PRINTED IN COLOR. Landform and Site to Finish are registered service marks of Landform Professional Services, LLC.®® CERTIFICATION LA N D F O R M c From Site to Finish 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net PREL I M I N A R Y NOT F O R CONS T R U C T I O N CITY SUBMITTAL SES24 JUL 2026 CITY CLIENT NORTH 0 50 100 GRIES ARCHITECTURAL GROUP INC. 500 NORTH COMMERCIAL STREET NEENAH, WI 54956 TEL: (920) 722-2445 GAG26002 C2.2 SITE PLAN C201GAG0021.DWG CITY SUBMITTAL JULY 24, 2026 Total Parking Stalls Required 121,451 s.f. / 1,000 s.f. + 67 service stalls = 188.5 Stalls Required Parking: 121,451 s.f. Total 1 space per 1,000 sq. ft. rounded up plus one space for each service or cleanup stall. 1,173 1,179 ea. ea.Standard Stalls Provided Parking: Total Parking Stalls Provided (9x20) 189 ea. 6 ea.Accessible Stalls (9x20) The Property is Zoned NC - Neighborhood Center Building Setback Information is as follows: Front Yard = 30 ft. Rear = 30 ft. Side (Street) = 30 ft. Side (Interior) = 30 ft. Parking Setback Information is as follows: County Road E = 20 ft. Highway 61 = 10 ft. Rear = 10 ft. Side (Interior) = 10 ft. Lot Coverage Information is as follows: Total Site Area = 1,463,003 s.f. = 33.59 ac. Impervious Pervious Total 999,240 603,428 395,812 s.f s.f. s.f. Impervious Proposed: Total Pervious Existing: 999,240 585,598 413,642 s.f. s.f. s.f. 22.94 13.85 9.09 22.94 13.44 9.5 Obtain all necessary permits for construction within, or use of, public right-of-way. The digital file, which can be obtained from the Engineer, shall be used for staking. Discrepancies between the drawings and the digital file shall be reported to the Engineer. The building footprint, as shown on these drawings, and the digital file, shall be compared to the structural drawings prior to staking. Building layout angles are parallel with or perpendicular to the property line at the location indicated. Dimensions shown are to face of curb and exterior face of building unless noted otherwise. Delineate parking stalls with a 4-inch wide white painted stripe. Delineate access aisles with 4-inch wide white painted stripes 18 inches on center and at 45 degree angle to direction of travel. Trash / Recycling areas: See Architectural drawings. Fuel Pump: See Architectural drawings. 2. 3. 4. 5. 6. 7. 8. GENERAL NOTES PARKING SUMMARY AREA SUMMARY ZONING AND SETBACK SUMMARY SITE PLAN NOTES For construction staking and surveying services contact Landform at 612.252.9070.1. 100.0% 60.4% 39.6% 100.0% 58.6% 41.4% ac. ac. ac. ac. ac. ac. LEGEND Green Space (Landscape Area) PROPOSED PARCEL 1 (Dealership Property): Impervious Pervious Total 463,751 0 463,751 s.f s.f. s.f. Impervious Proposed: Total Pervious Existing: 463,751 0 463,751 s.f. s.f. s.f. 10.65 0.00 10.65 10.65 0.00 10.65 100.0% 0.0% 100.0% 100.0% 0.0% 100.0% ac. ac. ac. ac. ac. ac. PROPOSED PARCEL 2: >> >>>> > > > > >>>>>> CO E HH HHGUY HH G U Y CO E ST ST SS TB GUY SS T N H GUY ST HH TBTB SS GUYHHST ST ST ST GU Y GU Y HH GUY SS WE T W E T X X X X X X X X XX CS 273022310010 OWNER: BETH TSCHIDA COUNTY ROAD E EAST COUNTY ROAD E EAST U. S . HI G H W A Y 6 1 96 4 96 5 96 6 96 7 96 8 969 970 971 972 973 974 9 7 4 9 6 6 967 968 969 970 971 972 973 974 96 6 96 7 96 8 96 9 97 0 97 197 2 9 7 3 9 7 4 962 963 964 965 966 967 968 96 6 967 968 9 6 7 9 6 8 9 6 9 9 7 0 9 7 1 9 7 2 96 2 9 6 3 9 6 4 9 6 5 965 966 965 9 6 6 9 6 7 9 6 8 96 0 96 1 96 2 96 3 96 4 96 1 96 2 96 3 9 6 4 963 964 9 6 5 96 5 966967 959 9 6 0 9 6 1 9 6 2 9 6 3 9 6 4 96 5 9 6 6 960 96 1 96 1 96 2 9 6 3 9 6 3 963 964 965 966 96 7 9 6 8 963 96 4 9 6 5 96 6 9 6 7 96 8 9 6 9 970 971 962 963 964 965 966 967 96 8 969 970 967 96 3 96 4 965 966 966 967 967 962 963 964 965 96 6 96 7 96 8 9 5 7 9 5 8 9 5 9 9 6 0 9 6 1 9 6 2 96 3 9 6 4 9 6 5 9 6 6 9 6 7 9 6 8 9 6 9 9 7 0 9 7 1 9 7 2 9 7 3 955 WE T WE T W E T W E T WE T WET W E T WE T W E T W E T WET WET W E T W E T SHORELAND OVERLAY B-01 B-02 B-03 B-04 B-20 B-09 B-08 B-11 B-10 B-07 B-06 B-05 B-19 B-18 B-17 B-12 B-13 B-14 B-15 B-16 >> >>>> > > > > >>>>>> CO E HH HHGUY HH G U Y CO E ST ST SS TB GUY SS T N H GUY ST HH TBTB SS GUYHHST ST ST ST GU Y GU Y HH GUY SS WE T W E T X X X X X X X X XX CS 273022310010 OWNER: BETH TSCHIDA COUNTY ROAD E EAST COUNTY ROAD E EAST U. S . HI G H W A Y 6 1 96 4 96 5 96 6 96 7 96 8 969 970 971 972 973 974 9 7 4 9 6 6 967 968 969 970 971 972 973 974 96 6 96 7 96 8 96 9 97 0 97 197 2 9 7 3 9 7 4 962 963 964 965 966 967 968 96 6 967 968 9 6 7 9 6 8 9 6 9 9 7 0 9 7 1 9 7 2 96 2 9 6 3 9 6 4 9 6 5 965 966 965 9 6 6 9 6 7 9 6 8 96 0 96 1 96 2 96 3 96 4 96 1 96 2 96 3 9 6 4 963 964 9 6 5 96 5 966967 959 9 6 0 9 6 1 9 6 2 9 6 3 9 6 4 96 5 9 6 6 960 96 1 96 1 96 2 9 6 3 9 6 3 963 964 965 966 96 7 9 6 8 963 96 4 9 6 5 96 6 9 6 7 96 8 9 6 9 970 971 962 963 964 965 966 967 96 8 969 970 967 96 3 96 4 965 966 966 967 967 962 963 964 965 96 6 96 7 96 8 9 5 7 9 5 8 9 5 9 9 6 0 9 6 1 9 6 2 96 3 9 6 4 9 6 5 9 6 6 9 6 7 9 6 8 9 6 9 9 7 0 9 7 1 9 7 2 9 7 3 955 WE T WE T W E T W E T WE T WET W E T WE T W E T W E T WET WET W E T W E T SHORELAND OVERLAY B-01 B-02 B-03 B-04 B-20 B-09 B-08 B-11 B-10 B-07 B-06 B-05 B-19 B-18 B-17 B-12 B-13 B-14 B-15 B-16 PROPOSED BUILDING FFE = 970.00 AREA = 121,451 S.F. > > > > > > > > > > > > > > >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >>>>>>>>>>>> >> >> >> >> >> > > >>>>>>>>>>>>>> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >>>>>>>>>>>>>> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >>>>>> >> >> >> >> >>> > > > > > > > > > > > > > >> >> >>>>>> >> >> > > > > > >>>>>>>>>>>>> > > > > > > > > > > > > > > > > > > >>>> > > > > > > > > >>> > > > > > > > > > >>> > > > > > > > > > > > > > > > > > > > > > > > > > >>> > > >>> > > >>>>>>>>>> > > > > > > > > > > > > > > > SWALE SWALE SWALE SWALE SW A L E SW A L E SW A L E SW A L E SW A L E SW A L E SW A L E SW A L E SW A L E GR A D E BR E A K GR A D E BR E A K G R A D E B R E A K GRA D E BRE A K GRA D E BRE A K GRADE BREAK GRADE BREAK G R A D E B R E A K GRA D E BRE A K GRA D E BRE A K GRA D E BRE A K G R A D E B R E A K G R A D E B R E A K G R A D E B R E A K SWALE SWALE SW A L E SW A L E SW A L E SW A L E SW A L E SW A L E SW A L E SW A L E SW A L E SWALE SWALE S W A L E SWALE SWALE S W A L E SWA L E S W A L E S W A L E S W A L E SWALE SWALE SW A L E SW A L E G R A D E B R E A K G R A D E B R E A K GRA D E BRE A K NE POND -12P NWL = 961.50 BOT = 958.00 HWL = 964.62 NW POND -11P NWL = 963.00 BOT = 959.00 HWL = 965.27 SE POND -13P NWL = 960.50 BOT = 956.50 HWL = 963.37 > > > > NO PAR K I N G NO PAR K I N G N O P A R K I N G > > > > > S W A L E > > > > > > > S W A L E > > S W A L E >>>>>SWALE SWALE > > > SW A L E GR A D E BR E A K >>>>>>> SWALE >>>>>>SWALE GRA D E BRE A K 96 7 967 968 9 6 8 965 966 967 96396496596 6966967968969 9 6 2 963 96 3 964 9 6 4 96 5 96 5 966 966 ))))))))))))))))))))))))))))))))))))))))))))))))))))) ) ) ) ) ) ) ) ) ) 1.5% 1.5% 1.5% 1.7% 1.5% 2. 3 % 1. 5 % 1. 3 % 2. 1 % 2. 0 % 1.5% 1.8% 1. 5 % 1.5% 2.3% 1. 5 % 1. 5 % 1. 5 % 1. 5 % 1. 5 % 1. 5 % 1. 5 % 2. 3 % 1. 5 % 1.5% 1.8% 1.5% 1.5% 1.5% 1.7% 1.5% 1.5% 1.5% 2.0% 1.4% 1.5% 0.8% 1.1% 1. 7 % 1. 7 % 1. 5 % 1. 5 % 2. 4 % 1.5% 1. 7 % 5:1 3:1 4:1 3:1 3:1 4:1 2.7% 1. 5 % 1. 3 % 3(TYP.) 3(TYP.) 3(TYP.) 96 6 96 7 96 8 9 6 8 968 96 896 9 96 9 969 969 969 9 6 9 96 3 96 4 96 5 96 6 9 6 7 967 96 7 9 6 8 9 6 8 968 96 8 968 968 969 969 969 9 6 7 968 968 9 6 8 96 9 969 96 9 9 6 9 9 6 9 969 967 967 968 969 959960961962 963 964 965 966 967968969 958 959 960 961 962963964965966967968 969 95 7 95 8 959 960 95 6 95 7 95 8 9 5 9 96 0 96 1 96 2 96 3 96 4 96 5 96 6 96 7 967 968 969 96 3 96 4 96 5 96 6 96 7 96 8 96 9 961 962 963 964 965 966 9 6 6 967 9 6 7 967 9 6 8 968 968 969 9 6 9 969 96 9 970 9 7 0 65.87 66.54 66.38 66.30 68.30 67.70 67.86 67.05 68.88 66.50 65.50 65.50 65.5065.84 65.05 66.26 65.00 66.62 66.41 69.83 70.00 70.00 70.00 69.83 69.83 70.00 70.00 70.00 70.00 70.00 67.25 67.73 69.58 69.21 68.58 69.02 68.25 69.8968.68 69.30 67.38 67.38 67.38 69.25 69.77 69.17 69.36 68.46 67.00 66.64 66.49 67.13 67.64 67.64 65.38 68.97 69.69 70.00 69.54 66.64 69.15 65.82 69.42 65.76 66.37 65.96 66.88 70.45 66.30 68.35 67.87 68.12 70.00 68.41 70.00 68.53 67.38 68.60 67.61 69.59 68.60 68.64 70.00 70.00 70.00 68.32 66.93 69.08 70.00 70.00 67.32 67.84 69.87 70.00 67.84 69.81 69.78 67.52 70.32 70.00 69.40 67.84 65.00 EOF 66.00 EOF 64.50 EOF 67.30 67.2567.16 66.72 63.50 BW63.50 TW 60.50 BW 60.50 BW 64.75 BW 65.07 TW 66.13 TW 65.25 TW 67.1267.00 66.70 68.67 68.69 69.39 69.24 67.29 68.20 66.99 67.10 69.40 67.16 67.96 69.60 964 965 966 9 6 6 96 6 96 7 96 7 9 6 7 968 3(TYP.)4.0% 1.5% 1.5% 2. 0 % 1.5% 1.8% 1. 7 % 2 . 4 % 2.9% 2.6% 2. 7 % 2.5 % 2.3%2.9 % 2 . 5 % 2. 2 % 2.4 % 2.3% 2.9% C7.1 11 WET POND C7.1 11 WET POND C7.1 1 SILT FENCE (TYP.) C7.1 1 SILT FENCE (TYP.) C7.1 1 SILT FENCE (TYP.) C7.1 11 WET POND C7.1 2 VEHICLE TRACKING PAD C7.1 2 VEHICLE TRACKING PAD C7.1 2 VEHICLE TRACKING PAD C7.1 3 TEMPORARY COMPOST/ BIO LOG C7.1 3 TEMPORARY COMPOST/ BIO LOG C7.1 3 TEMPORARY COMPOST/ BIO LOG C7.2 2 B612 CURB & GUTTER (TYP.) C7.2 2 B612 CURB & GUTTER (TYP.) C7.2 2 B612 CURB & GUTTER (TYP.) C7.2 2 B612 CURB & GUTTER (TYP.) 2.8% 2. 0 % 2.2% 2.7% 2.7% 1.5% 1.5 % 2.8% 2.1% 1 . 5 % 1.5% 2.8 % 2.6 % 31 1.9% 1.8% 64.58 64.41 64.19 (62.11) (62.34)64.32 65.09 65.20 65.31 67.5767.7169.1769.3069.15 68.91 68.9169.10 69.19 69.35 69.89 69.74 70.6068.8368.23 67.93 67.7967.84 67.84 67.84 67.55 67.48 65.66 65.25 65.25 65.66 65.92 (62.76) 63.94 64.46 (64.00) 2. 1 % 1 . 6 % (66.70) (66.76) 66.51 66.74 67.28 67.2867.03 67.03 67.5067.26 67.26 67.45 67.61 70.00 70.00 69.65 68.57 68.84 68.57 69.00 69.42 69.13 69.21 69.42 69.42 69.42 69.42 69.21 67.22 67.12 66.82 66.82 66.98 66.32 66.50 66.25 66.25 66.50 65.92 65.62 65.77 66.02 66.99 66.75 66.91 66.00 66.87 66.62 65.90 66.17 67.86 67.23 4 : 1 4:1 4: 1 70.00 70.00 70.00 70.00 70.00 70.00 70.00 70.00 70.00 70.00 65.50 EOF PROJECT ISSUE / REVISION HISTORY DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY PROJECT NO. FILE NAME IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. THIS PLAN SET IS INTENDED TO BE PRINTED IN COLOR. Landform and Site to Finish are registered service marks of Landform Professional Services, LLC.®® CERTIFICATION LA N D F O R M c From Site to Finish 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net PREL I M I N A R Y NOT F O R CONS T R U C T I O N CITY SUBMITTAL SES24 JUL 2026 CITY CLIENT NORTH 0 50 100 T/W XXX.XX :Top of Wall B/W XXX.XX :Bottom of Wall Contact utility service providers for field location of services 72 hours prior to beginning grading. Refer to the Geotechnical Report prepared by CVT, Dated 05/28/2026, for additional information on backfill material and groundwater conditions. Remove topsoil from grading areas and stockpile sufficient quantity for reuse. Materials may be mined from landscape areas for use on site and replaced with excess organic material with prior Owner approval. Remove surface and ground water from excavations. Provide initial lifts of stable foundation material if exposed soils are wet and unstable. Rough grade Building Pad to 12 Inches below Finished Floor Elevation (FFE). Refer to Structural Specifications for earthwork requirements for building pads. An Independent Testing Firm shall verify the removal of organic and unsuitable soils, soil correction, and compaction and provide periodic reports to the Owner. Place and compact fill using lift thicknesses matched to soil type and compaction equipment to obtain specified compaction throughout the lift. Compact cohesive soils in paved areas to 95% of maximum dry density, Standard Proctor (ASTM D698) except the top 3 feet which shall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. The soils shall be within 3% of optimum moisture content. In granular soils all portions of the embankment shall be compacted to not less than 95% of Modified Proctor Density (ASTM D1557). Coordinate with Architectural for building stoop locations. Slopes shown on adjacent walks and pavements should continue over stoops. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. Install perimeter sediment controls prior to beginning work and maintain for duration of construction. Remove controls after areas contributing runoff are permanently stabilized and dispose of off site. Install inlet protection: Wimco RD or CG models as appropriate, or approved equal. Maintain protection until project is stabilized. Limit soil disturbance to the grading limits shown. Schedule operations to minimize length of exposure of disturbed areas. Management practices shown are the minimum requirement. Install and maintain additional controls as work proceeds to prevent erosion and control sediment carried by wind or water. Refer to SWPPP Notes on Sheet C3.2 for additional requirements. Excavate ponds early in the construction sequence. Remove sediment from ponds periodically and after areas contributing runoff are permanently stabilized. Contractor shall prevent sediment laden water from entering the filtration system until the site is completely stabilized. Stabilization must be started immediately to limit soil erosion when the construction activity in that portion of the site has temporarily or permanently ceased and will not resume for 14 calendar days. Seed, Sod, Mulch, Erosion Control Blanket, and Fertilizer shall meet the following Specifications, as modified. Seeded areas without erosion control blanket shall be disc mulched. Item Specification Number Estimated Quantities Sod MNDOT 3878 Seed MNDOT 3876 MN Type O @ 100 lb./ac. - Temporary Erosion Control - Temporary Erosion Control, May 1 - Jul 31 MN Type WW @ 100 lb./ac. - Temporary Erosion Control - Temporary Erosion Control, Aug 1 - Oct 31 Mulch MNDOT 3882 (MNDOT Type 1 @ 2 ton/ac., Disc Anchored) Erosion Control Blanket MNDOT 3885 (MNDOT Type 3N) Fertilizer MNDOT 3881 General Placement MNDOT 2575 See Landscape Sheets for permanent turf and landscape establishment. Scrape adjacent streets clean daily and sweep clean weekly. 2. 4. 5. 6. 7. 8. 9. 10. 11. 12. Rock Segmental Retaining Wall. Provide structural design of retaining walls, following MNDOT Retaining Wall specifications for minimum design and performance. Provide construction of walls in accordance with approved design. Confirm architectural requirements for wall units with owner. Submit design to City for approval prior to Building Permit issuance. Provide coordination and assurance that related work constructed within the reinforced earth zone; including fences, underground utilities, guard rails, etc.; is in accordance with approved design and does no damage to reinforcing elements of the retaining wall. 32. 33. 34. 35. Spot Elevations at curblines indicate flowlines unless noted otherwise. See Sheet C4.1 for rim elevations of catch basins. Grades between proposed spot elevations shall be continuous and nonvariable. Spot Elevations shall govern over contour lines. Meet and Match existing curb. Transition as needed. Paving Sections (Refer to Geotechnical Report by CVT, Dated 05/28/2026) a. Bituminous Paving (Light Duty) 1.5-inch Bituminous Wear (MNDOT 2360, SPWEA240B) Tack Coat (MNDOT 2357) 1.5-inch Bituminous Base (MNDOT 2360, SPNWB230B) 6-inch Aggregate Base (MNDOT 3138, Class 5) Compacted Subsoil b. Bituminous Paving (Heavy Duty) 2-inch Bituminous Wear (MNDOT 2360, SPWEA240B) Tack Coat (MNDOT 2357) 2-inch Bituminous Base (MNDOT 2360, SPNWB230B) 8-inch Aggregate Base (MNDOT 3138, Class 5) Compacted Subsoil c. Concrete Walkways 4-inch Concrete Walk, 4000 PSI, 5%-8% Air Entrained, Max. 4" Slump (MNDOT 2301) 4-inch Aggregate Base (MNDOT 3138, CLASS 5) Compacted Subsoil d. Concrete Drives, Aprons, and Exterior Slabs 8-inch Concrete, 4000 PSI, 5%-8% Air Entrained, Max. 4" Slump (MNDOT 2301) 8-inch Aggregate Base (MNDOT 3138, CLASS 5) Compacted Subsoil Concrete Joints Install joints as shown and align across sidewalks, curbs, and pavement, paying attention to spacing of expansion joints. Joint spacing shall be as follows: a. Tooled joints: Divide panels into nominally equal areas unless shown otherwise. b. Expansion Joints: Sidewalks - 40 feet max.; Curbs - 60 feet max.; Pavement: 80 feet max.; Adjacent to building foundations and stoops. c. Contraction Joints: Sidewalks - 8 to 10 feet; Curbs and Aprons - 12 to 15 feet. Accessible Parking Stalls and adjacent access aisles shall not exceed a 2.00% slope in any direction. Accessible Routes shall have a maximum cross slope of 2.00% and a maximum running slope of 5.00%. Adjust all structure rims to match pavement elevations. 23. 24. 25. 26. 27. 28. 29. 30. GRADING NOTES PAVING NOTES GENERAL NOTES RETAINING WALL NOTES LEGEND :Inlet Protection :Silt Fence :Pavement Sawcut :Vehicle Tracking Pad ESTIMATED QUANTITY 27 ea. 3 ea. 5,250 ft. SYMBOL DESCRIPTION EROSION PREVENTION AND SEDIMENT CONTROL NOTES For construction staking and surveying services contact Landform at 612.252.9070.1. :Compost or Bio Log 206 ft.)))))))))))))))))))) 3 GRIES ARCHITECTURAL GROUP INC. 500 NORTH COMMERCIAL STREET NEENAH, WI 54956 TEL: (920) 722-2445 GAG26002 C3.1 GRADING, PAVING AND EROSION CONTROL PLAN C301GAG002.DWG CITY SUBMITTAL JULY 24, 2026 31 >> >>>> > > > > >>>>>> CO E HH HHGUY HH G U Y CO FES INV=958.68 FES 18IN CMP INV=958.91 E CBMH RE=959.97 ST STMH RE=960.76 INV=957.65 (E) INV=957.61 (N) INV=956.56 (S) ST SS TB GUY SS SSMH RE=966.57 INV=955.17 (N) INV=955.17 (E) T N H GUY CBMH RE=965.98 ST STMH RE=966.72 INV=961.99 (NW) INV=961.56 (S) INV=961.42 (E) HH TBTB SS SSMH RE=965.09 INV=949.74 (W) INV=949.74 (E) GUYHHST STMH RE=965.34 INV=962.04 (NW) INV=961.56 (SE) ST STMH RE=965.26 INV=959.80 (W) INV=959.76 (E) ST STMH RE=965.06 INV=959.17 (E) INV=959.08 (W) INV=958.94 (SE) CBMH RE=964.04 INV=961.24 (SW) ST STMH RE=964.23 INV=960.23 (NE) INV=960.03 (W) GU Y GU Y HH GUY SS SSMH RE=965.14 INV=948.64 (N) INV=948.64 (SE) WE T W E T X X X X X X X X XX CS FES 18IN CMP INV=957.77 UE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE O E (874.07 DEED) FEET WEST OF THE SE 1/4 43 55 43 55 43 55 43 88 273022310010 OWNER: BETH TSCHIDA COUNTY ROAD E EAST 18" RCP 1 8 " R C P 1 8 " R C P 18" RCP15" R C P > I I I I I I I I I I I I I I I I I I I I I > >>>>>> >>>> UC UC UC UC UC UC UC UC UC UC UC UC UC UC UC UC UC COUNTY ROAD E EAST U. S . HI G H W A Y 6 1 18 " C M P 18 " C M P 18" RCP 18 " R C P 12" RCP 15" RC P 18" CMP INV = 959.03 WE T WE T W E T W E T WE T WET W E T WE T W E T W E T WET WET W E T W E T SHORELAND OVERLAY B-01 B-02 B-03 B-04 B-20 B-09 B-08 B-11 B-10 B-07 B-06 B-05 B-19 B-18 B-17 B-12 B-13 B-14 B-15 B-16 >> >>>> > > > > >>>>>> CO E HH HHGUY HH G U Y CO FES INV=958.68 FES 18IN CMP INV=958.91 E CBMH RE=959.97 ST STMH RE=960.76 INV=957.65 (E) INV=957.61 (N) INV=956.56 (S) ST SS TB GUY SS SSMH RE=966.57 INV=955.17 (N) INV=955.17 (E) T N H GUY CBMH RE=965.98 ST STMH RE=966.72 INV=961.99 (NW) INV=961.56 (S) INV=961.42 (E) HH TBTB SS SSMH RE=965.09 INV=949.74 (W) INV=949.74 (E) GUYHHST STMH RE=965.34 INV=962.04 (NW) INV=961.56 (SE) ST STMH RE=965.26 INV=959.80 (W) INV=959.76 (E) ST STMH RE=965.06 INV=959.17 (E) INV=959.08 (W) INV=958.94 (SE) CBMH RE=964.04 INV=961.24 (SW) ST STMH RE=964.23 INV=960.23 (NE) INV=960.03 (W) GU Y GU Y HH GUY SS SSMH RE=965.14 INV=948.64 (N) INV=948.64 (SE) WE T W E T X X X X X X X X XX CS FES 18IN CMP INV=957.77 UE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE O E (874.07 DEED) FEET WEST OF THE SE 1/4 43 55 43 55 43 55 43 88 273022310010 OWNER: BETH TSCHIDA COUNTY ROAD E EAST 18" RCP 1 8 " R C P 1 8 " R C P 18" RCP15" R C P > I I I I I I I I I I I I I I I I I I I I I > >>>>>> >>>> UC UC UC UC UC UC UC UC UC UC UC UC UC UC UC UC UC COUNTY ROAD E EAST U. S . HI G H W A Y 6 1 18 " C M P 18 " C M P 18" RCP 18 " R C P 12" RCP 15" RC P 18" CMP INV = 959.03 WE T WE T W E T W E T WE T WET W E T WE T W E T W E T WET WET W E T W E T SHORELAND OVERLAY B-01 B-02 B-03 B-04 B-20 B-09 B-08 B-11 B-10 B-07 B-06 B-05 B-19 B-18 B-17 B-12 B-13 B-14 B-15 B-16 PROPOSED BUILDING FFE = 970.00 AREA = 121,451 S.F. > > > > > > > > > > > > > > >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >>>>>>>>>>>> >> >> >> >> >> > > >>>>>>>>>>>>>> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >>>>>>>>>>>>>> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >>>>>> >> >> >> >> >>> > > > > > > > > > > > > > >> >> > > > > > > > > > > > > > > > > > > > > > > I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I >>>>>> >> >> NE POND -12P NWL = 961.50 BOT = 958.00 HWL = 964.62 NW POND -11P NWL = 963.00 BOT = 959.00 HWL = 965.27 SE POND -13P NWL = 960.50 BOT = 956.50 HWL = 963.37 > > > > NO PAR K I N G NO PAR K I N G N O P A R K I N G I S0 0 ° 0 7 ' 5 9 " E 7 2 9 . 8 4 PROPOSED PARCEL 1 CB 405 RIM: 968.30 INL (SE): 964.20 INV: 963.94 48" DIA PER DETAIL C7.1/8 170' - 1 2 " H D P E @ 0 . 8 % CB 404 RIM: 966.30 INL (NE): 962.58 INV: 962.18 48" DIA PER DETAIL C7.1/8 31' - 8" PVC @ 2.1% RD E INV: 964.85 13 9 ' - 1 8 " H D P E @ 0 . 3 % CB 403 RIM: 966.38 INL (N): 961.76 INV: 961.76 48" DIA PER DETAIL C7.1/8 12 3 ' - 1 8 " H D P E @ 0 . 8 % CB 402 RIM: 966.54 INL (N): 960.78 INV: 960.38 48" DIA PER DETAIL C7.1/8 15 7 ' - 2 4 " H D P E @ 0 . 3 % CB 401 RIM: 965.87 INL (N): 959.91 INL (E): 960.97 INV: 959.91 48" DIA PER DETAIL C7.1/8 12' - 24" HDPE @ 0.5% INLET 400 INV (N): 959.85 95' - 8" P V C @ 2 . 1 % RD D INV: 962.97 INLET 410 INV (S): 959.85 6' - 24" HDPE @ 0.5% CB 411 RIM: 965.01 INL (E): 960.28 INV: 959.88 48" DIA PER DETAIL C7.1/8 96' - 18" HDPE @ 0.7% CB 412 RIM: 965.38 INL (E): 960.96 INV: 960.96 48" DIA PER DETAIL C7.1/8 44' - 8 " P V C @ 2. 1 % RD C INV: 964.26 161' - 15" HDPE @ 0.5% CB 413 RIM: 966.62 INL (E): 962.61 INV: 962.41 48" DIA PER DETAIL C7.1/8 40' - 12" HDPE @ 0.5% CB 414 RIM: 966.24 INV: 962.81 48" DIA PER DETAIL C7.1/8 CB 303 RIM: 965.84 INV: 962.89 48" DIA PER DETAIL C7.1/8 180' - 12" HDPE @ 0.3% CB 302 RIM: 965.50 INL (W): 962.35 INV: 962.15 48" DIA PER DETAIL C7.1/8 132 ' - 1 5 " H D P E @ 0 . 4 % CB 301 RIM: 965.50 INL (NE): 961.62 INL (SW): 961.62 INL (NW): 961.42 INV: 960.62 48" DIA PER DETAIL C7.1/8 3 9 ' - 3 0 " R C P @ 0 . 3 % FES 300 INV: 960.50 PER DETAIL C7.1/10 133 ' - 1 5 " H D P E @ 0 . 3 % CB 310 RIM: 965.50 INV: 962.02 48" DIA PER DETAIL C7.1/8 CB 203 RIM: 967.00 INL (SE): 964.07 INV: 963.67 48" DIA PER DETAIL C7.1/8 1 9 8 ' - 1 8 " H D P E @ 0 . 2 % 144 ' - 1 2 " P V C @ 1 . 5 % RD B INV: 965.83 CB 202 RIM: 967.73 INL (SE): 963.27 INL (SW): 963.67 INV: 962.87 48" DIA PER DETAIL C7.1/8 181 ' - 2 4 " H D P E @ 0 . 2 % CB 201 RIM: 967.05 INL (SW): 962.42 INL (SE): 962.82 INV: 961.62 60" DIA PER DETAIL C7.1/8 60 ' - 3 6 " R C P @ 0 . 2 % FES 200 INV: 961.50 PER DETAIL C7.1/10 20 2 ' - 1 8 " H D P E @ 0 . 3 % CB 210 RIM: 966.50 INL (SE): 963.83 INL (SW): 963.83 INV: 963.43 48" DIA PER DETAIL C7.1/8 FES 602 INV: 961.50 PER DETAIL C7.1/10 31' - 24 " P V C @ 0.0 % OCS 601 RIM: 966.26 INL (W): 961.50 INV: 961.50 TOP OF WEIR: 963.00 6" ORIFACE: 961.50 60" DIA PER DETAIL C7.1/8 123' - 2 4 " P V C @ 1 . 2 % FES 600 INV: 960.00 PER DETAIL C7.1/10 FES 100 INV: 963.00 PER DETAIL C7.1/10 65 ' - 2 4 " R C P @ 0 . 4 % CB 101 RIM: 967.86 INL (SW): 963.29 INL (W): 964.09 INV: 963.29 60" DIA PER DETAIL C7.1/8 86' - 2 4 " H D P E @ 0 . 5 % 168' - 12" HDPE @ 0.5% CB 110 RIM: 967.71 INV: 964.93 48" DIA PER DETAIL C7.1/8 CB 102 RIM: 968.20 INL (SW): 964.52 INV: 963.72 48" DIA PER DETAIL C7.1/8 115 ' - 1 2 " P V C @ 1 . 5 % RD A INV: 966.25 FES 500 INV: 962.50 PER DETAIL C7.1/10 30' - 18" RCP @ 1.6% OCS 501 RIM: 966.00 INL (E): 963.00 INV: 963.00 TOP OF WEIR: 964.00 6" ORIFACE: 963.00 60" DIA PER DETAIL C7.1/8 FES 502 INV: 963.00 PER DETAIL C7.1/10 SAN CONNECTION INL (NW): 955.17 1 5 6 ' - 8 " P V C @ 1 . 0 0 % SAN MH 1 RIM: 968.73 INL (NW): 956.83 INV: 956.73 48" DIA R-1642 PER DETAIL C7.1/7 2 3 2 ' - 8 " P V C @ 1 . 0 0 % SAN MH 2 RIM: 968.71 INL (N): 959.25 INV: 959.15 48" DIA R-1642 PER DETAIL C7.1/7 79 ' - 8 " P V C @ 1 . 0 0 % SAN MH 3 RIM: 968.12 INL (NE): 960.14 INV: 960.04 48" DIA R-1642 PER DETAIL C7.1/7 116 ' - 8 " P V C @ 1 . 0 0 % SAN SERVICE INV: 961.30 CB 321 RIM: 967.64 INV: 963.24 48" DIA PER DETAIL C7.1/8 132 ' - 1 5 " H D P E @ 0 . 5 % CB 320 RIM: 967.64 INL (SW): 962.58 INV: 962.38 48" DIA PER DETAIL C7.1/8 1 9 2 ' - 1 8 " H D P E @ 0 . 5 % 89' - 18" HDPE @ 0.5%MH 412A RIM: 966.72 INL (E): 961.61 INL (N): 962.07 INV: 961.40 48" DIA PER DETAIL C7.1/8 61 ' - 8 " P V C @ 2 . 1 % 8"- 45° BEND 8"- 45° BEND 8" X 6" TEE HYDRANT & GV 8"- 45° BEND 8" X 6" TEE HYDRANT & GV 4" WATER SERVICE 8" X 4" TEE 8"- 45° BEND 8" X 6" TEE HYDRANT & GV 8" X 6" TEE HYDRANT & GV 8"- 45° BEND 8" X 8" TEE CONNECT TO EXISTING WATER 8" X 6" TEE HYDRANT & GV 66' - 1 2 " H D P E @ 0 . 2 % CB 211 RIM: 966.47 INV: 963.96 48" DIA PER DETAIL C7.1/8 CLEAN OUT INV (NE): 963.34 INV: 963.34 13' - 18" RCP @ 0.0% FES 702 INV: 960.50 PER DETAIL C7.1/10 18' - 18" RCP @ 0.0% OCS 701 RIM: 964.29 INL (NW): 960.50 INV: 960.50 TOP OF WEIR: 962.30 6" ORIFACE: 960.50 60" DIA PER DETAIL C7.1/8 44' - 18" RCP @ 1.0% STM CONNECTION 700 INV (N): 960.06 SW UNDERGROUND DETENTION - 14P 60" CMP - 168 CHAMBERS VOL = 65,973 C.F. INV = 958.00 BOT = 957.50 WQV ELEV = 959.85 HWL = 962.56 9' - 18" HDPE @ 0.0% OCS 801 RIM: 965.38 INL (N): 958.00 INL (NE): 957.99 INL (SE): 958.00 INV: 958.00 TOP OF WEIR: 961.50 10" ORIFACE: 959.85 60" DIA PER DETAIL C7.1/8 55' - 18" HDPE @ 0.7% STM CONNECTION 800 INV (N): 957.61 OUTLET 802 INV: 958.00 6" FIRE SERVICE 8" X 6" TEE CB 210A RIM: 966.70 INV: 963.87 48" DIA PER DETAIL C7.1/8 8' - 12" HDPE @ 0.5% 8' - 12" HDPE @ 0.4% CB 204 RIM: 967.12 INV: 964.10 48" DIA PER DETAIL C7.1/8 MTD 801A RIM: 965.24 INL (NW): 958.00 INV: 958.00 48" DIA PER DETAIL C7.1/8 PROJECT ISSUE / REVISION HISTORY DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY PROJECT NO. FILE NAME IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. THIS PLAN SET IS INTENDED TO BE PRINTED IN COLOR. Landform and Site to Finish are registered service marks of Landform Professional Services, LLC.®® CERTIFICATION LA N D F O R M c From Site to Finish 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net PREL I M I N A R Y NOT F O R CONS T R U C T I O N CITY SUBMITTAL SES24 JUL 2026 CITY CLIENT NORTH 0 50 100 Pipe Materials Watermain DIP Class 52 (ANSI A21.51/AWWA C151) Water Service Copper Type K (ASTM B88) Private Sanitary Sewer PVC Schedule 40 (ASTM: D1785, D2665, F891, F1488 & F1760) Storm Sewer PVC Schedule 40 (ASTM: D1785, D2665, F891, F1488 & F1760) RCP 12"-18" Class 5 (ASTM C76) RCP 24"-48" Class 3 (ASTM C76) HDPE - Corrugated, Smooth Interior, Water Tight (ASTM D3350, ASTM D4976, ASTM F2306, AASHTO M252) Contact utility service providers for field location of services 72 hours prior to beginning. Contractor to field verify location and elevation of all utility points of connection prior to construction of any proposed utilities. Contractor to notify Engineer immediately if there is any discrepancy. Contractor to pothole all utility crossings prior to construction of new utilities to verify depths of existing lines. Contact Engineer immediately if any conflicts are discovered. Provide means and measures to protect adjacent property from damage during utility installation. Pipe lengths shown are from center of structure to center of structure or end of end section. Install tracer wire with all non-conductive utilities in accordance with City of Gem Lake Standards. Connect to City utilities in accordance with City of Gem Lake Standards. Contact City of Gem Lake for wet tap inspection. Maintain 7.5 feet of cover on water. Deflect water to maintain 18-inch minimum outside separation at sewer crossings. Center pipe lengths to provide greatest separation between joints. Contact City of Gem Lake for flushing and pressure test inspections. The water distribution system shall be disinfected per Minnesota Rules, Part 4714. The sanitary sewer system shall be tested per Minnesota Rules, Chapter 4714, Section 712.0. Provide 4-inch rigid foam (ASTM D1621) insulation on sanitary sewer less than 6 feet deep. Reserved. All portions of the storm sewer system, located within 10 feet of the building or water service line must be tested in accordance with Minnesota Rules, Part 4714. All joints and connections in the storm sewer system shall be gastight or water tight. Approved resilient rubber joints must be used to make watertight connections to manholes, catch basins, and other structures. Catch basins in curb and gutter are sumped 2 inches below the gutter grade. Refer to Detail 1 on Sheet C7.2. Reserved. Irrigation sleeve to be 4 inch Schedule 80 PVC buried 24" below grade. Extend sleeves 3-feet beyond the edge of pavement. Mark each end of sleeve with 3/4-inch rebar 12 inches below finish grade. (Coordinate with irrigation contractor.) Coordinate with Private Utilities to provide electric, natural gas, and communications services to building. The primary electric feed, transformer, and meter are provided and installed by Xcel Energy. The transformer pad design is provided by the Utility and construction is by the Contractor. Contact Utility for pad detail. The secondary electric and conduits shall be installed by the Electrical Contractor. See site lighting plan for additional information. Xcel Energy will furnish and install gas service piping from the mainline to the meter and the meter. Gas service from the meter shall be installed by the Mechanical Contractor. Provide two - 4" PVC conduits with pull-string from existing telephone service to building. Provide conduits for cable television and other electronic communication. Coordinate with Mechanical, Plumbing, and Electrical Drawings for locations of service connections and continuation of services within building. Compact cohesive soils in paved areas to 95% of maximum dry density, Standard Proctor (ASTM D698) except the top 3 feet which shall be compacted to 100%. compact to 98% density where fill depth exceeds 10 feet. The soils shall be within 3% of optimum moisture content. In granular soils all portions of the embankment shall be compacted to not less than 95% of Modified Proctor Density (ASTM D1557). Adjust structures to final grade where disturbed. Comply with requirements of Utility. Meet requirements for traffic loading in paved areas. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. 28. 29. 30. 31. GENERAL NOTES UTILITY NOTES For construction staking and surveying services contact Landform at 612.252.9070.1.GRIES ARCHITECTURAL GROUP INC. 500 NORTH COMMERCIAL STREET NEENAH, WI 54956 TEL: (920) 722-2445 GAG26002 C4.1 UTILITIES C401GAG002.DWG CITY SUBMITTAL JULY 24, 2026 PROJECT ISSUE / REVISION HISTORY DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY PROJECT NO. FILE NAME IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. THIS PLAN SET IS INTENDED TO BE PRINTED IN COLOR. Landform and Site to Finish are registered service marks of Landform Professional Services, LLC.®® CERTIFICATION LA N D F O R M c From Site to Finish 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net PREL I M I N A R Y NOT F O R CONS T R U C T I O N CITY SUBMITTAL SES24 JUL 2026 CITY CLIENT GRIES ARCHITECTURAL GROUP INC. 500 NORTH COMMERCIAL STREET NEENAH, WI 54956 TEL: (920) 722-2445 GAG26002 C7.1 CIVIL CONSTRUCTION DETAILS C701GAG002.DWG CITY SUBMITTAL JULY 24, 2026 FLOW 2' MIN. NO SCALE SILT FENCE1 NOTES: 1.DIG A 6" TRENCH ALONG THE INTENDED FENCE LINE OR USE MACHINE SLICED ANCHOR. 2.INSTALL ON CONTOUR AT CONSTANT ELEVATION. 3.DRIVE ALL POSTS INTO THE GROUND AT THE BACK SIDE OF THE TRENCH. 4.LAYOUT WIRE MESH AND SILT FENCE ON THE UPHILL SIDE ALONG THE FENCE LINE, AND BACK FILL. STEEL T-POST 1.25 lbs/FT @ 6 FT O.C. MAX UV STABILIZED GEOTEXTILE 24"-36" HEIGHT. MACHINE SLICED ANCHOR OR 6"X6" TAMPED EARTH BACKFILL. UNDISTURBED SOIL WELDED STEEL PLATE EXISTI N G P A V E M E N T NO SCALE VEHICLE TRACKING PAD2 SILT FENCE IF NEEDED DISTANCE VARIES - REFER TO PLANS (50' TYP.) RADIUS AS SHOWN ON PLANS WIDTH PER PLAN GEOTEXTILE SEPARATOR FABRIC PLACED UNDER ROCK 18" HIGH CUT OFF BERM AT SILT FENCE IS NEEDED 3" MINIMUM DIA. WASHED ROCK 50' MINIMUM LEGTH 6" MINIMUM DEPTH SLOPE VARIES MIN 7" 3" 10 " MA X MIN 2" MAX MAINTAIN BY REMOVING SEDIMENT AND REPLACING DAMAGED LOGS UNTIL TURF IS ESTABLISHED. REMOVE AFTER PERMANENT STABILIZATION IS COMPLETE. NO SCALE TEMPORARY COMPOST/BIO LOG3 4 5 d COMPOST / BIO LOG 8" MIN. DIAMETER 1"X1" WOOD STAKES MAX. 4 FT. SPACING 2120° D+2' 2' FOR PIPE 4" OR LESS. MACHINE EXCAVATION LIMIT FOR RIGID PIPE. HAND SHAPE BOTTOM FOR SUPPORT OF RIGID PIPE. MACHINE EXCAVATION LIMIT FOR FLEXIBLE PIPE, GRANULAR FOUNDATION (IF REQUIRED), OR BEDDING REQUIRED FOR LOCAL CONDITIONS. DEPTH VARIES. PROVIDE LOCATING/MARKING TAPE MEETING LOCAL REQUIREMENTS. SEE DETAIL FOR BEDDING AND ENCASEMENT 1 2 3 4 5 3 4 5 1 D 6"-12" 6 6 NO SCALE UTILITY TRENCHING4 TRENCH WALL CONDITION VARIES NOTES: NO SCALE HYDRANT AND GATE VALVE WITH BOX5 HYDRANT MARKER WITH FLEX SPRING HYDRA FINDER (CANDY CANE) NATIONAL STANDARD OPERATING NUT VERIFY CONNECTION SIZES WITH LOCAL AUTHORITY CAPS TO BE CHAINED (PENTAGON NUT ON CAPS) FINISHED BOULEVARD GRADE 1 CUBIC YARD GRAVEL OR CRUSHED ROCK (2/3 OF MATERIAL BELOW HYDRANT) WITH TWO LAYERS OF 4 MIL POLY. MEGALUG UNDISTURBED EARTH 6" GATE VALVE RESILIENT WEDGE TYPE OR APPROVED EQUAL. MEGALUG 8" CONCRETE BLOCK8" CONCRETE BLOCK 3'2' SE E N O T E N O . 2 FIRE HYDRANTS SHALL BE PAINTED RED AT THE FACTORY. TOP OF FIRE HYDRANT - DESIGN ELEVATION SHALL BE 2.5' ABOVE FINISHED BOULEVARD GRADE. THRUST BLOCKING MAY ALSO BE REQUIRED ON DEAD END LINES. COVER ON WATERMAIN PER PLAN. VERIFY BRAND AND MODEL OF HYDRANT WITH LOCAL AUTHORITY. 1. 2. 3. 4 5. FLOW AS N E E D E D 1' - 4 " 4' 7" MANHOLE CASTING AND COVER: NEENAH R-1642-B, ESS BROS. 309, OR APPROVED EQUAL WITH TWO (2) CONCEALED PICK HOLES. 27" 48' 20" TO SPRING LINE (MAX.) NO SCALE SANITARY SEWER MANHOLE7 NOTES: 1.ON MANHOLES 8' DEEP AND GREATER A ONE FOOT FOUR INCH (1'-4") PRECAST SECTION SHALL BE PLACED IMMEDIATELY BELOW CONE SECTION. 2.ALL JOINTS BETWEEN SECTIONS SHALL HAVE "O" RING RUBBER GASKETS. 3.MINIMUM BOTTOM SLAB THICKNESS OF 8" FOR 14' STRUCTURE DEPTH. INCREASE SLAB THICKNESS 1" FOR EACH 4' OF DEPTH GREATER THAN 14' AND REINFORCE WITH 6"X6" W1.4/W1.4 W.W.F. 2" ADJUSTING RINGS AS REQUIRED FULL BED OF MORTAR BETWEEN RINGS, CASTING AND ON OUTSIDE OF RINGS. ADJUST CASTING TO 1/2" BELOW FINISHED GRADE. SLOPE 2"/FOOT STEPS 16" O.C. ON DOWNSTREAM SIDE VA R I A B L E GRADE SE E P L A N USE MEGALUG THRUST RESTRAINTS ON ALL FITTINGS. ON NEW CONSTRUCTION: RESTRAIN A MINIMUM OF TWO PIPE JOINTS (40 LF) LEFT AND RIGHT OF THE LOWERING. ANTI CORROSIVE COATING REQUIRED ON ALL BOLT AND RESTRAINT ASSEMBLIES. INSTALL POLYETHELENE FILM WRAP AROUND ALL PIPE INCLUDED IN THE LOWERING. INSULATION SHALL BE OF 1" OR 2" THICK BOARDS OF EXTRUDED OR EXPANDING POLYSTYRENE PLASTIC FOAM SPECIFICALLY DESIGNED FOR USE IN UNDERGROUND CONSTRUCTION AND HAVING A MINIMUM COMPRESSIVE STRENGTH OF 35 PSI. SPECIAL NOTE IS TO BE TAKEN THAT THIS TYPE IS DIFFERENT THAN THE TYPE USED IN ORDINARY BUILDING CONSTRUCTION. THE INSULATION BOARD SHALL COMPLY WITH ATSM-D 1621. 6" NO SCALE WATERMAIN LOWERING6 OBSTRUCTION 1. 2. 3. 4. 5. WITH INSULATION 2' M I N . 45° BEND RESTRAIN BENDS WITH MEGALUGS OR EQUAL (TYP.) HIGH DENSITY RIGID INSULATION (TYP.) MECH. COMPACTED GRANULAR BACKFILL 45d BEND 45° BEND SLEEVE AS NEEDED WATERMAIN SEE PLAN FOR SIZE PIPE D I A . VARIES VA R I A B L E 1' - 4 " NO SCALE STORM SEWER CATCH BASIN MANHOLE8 NOTES: 1.ALL JOINTS IN MANHOLE TO HAVE "O" RING RUBBER GASKETS. 2.MANHOLE STEPS NEENAH R198IJ OR EQUAL, 16" O.C. ALUMINUM STEPS APPROVED. 3.ALL INLETS SHALL HAVE WATER-TIGHT CONNECTIONS. CASTING AS NOTED ON PLAN DRILLED OR PREFORMED HOLES REQUIRED FOR SUBDRAIN CONNECTIONS TO MINIMIZE STRUCTURE DAMAGE. PRECAST REINFORCED CONCRETE SLAB 6" FOR 48" DIA. STRUCTURE 8" FOR 54" - 96" DIA. 12" FOR 108" - 120" DIA. PRECAST CONCRETE MANHOLE SECTIONS GROUT INVERT MINIMUM OF 2, MAXIMUM OF 4 CONCRETE ADJUSTING RINGS.WRAP ALL JOINTS BETWEEN THE RINGS, CASTING, AND MANHOLE WITH A WATER-TIGHT WRAP. FULL BED OF MORTAR BETWEEN, AND A 6" COLLAR ON THE OUTSIDE OF RINGS 6" 27"-36" 48"-54" 21"24" 78"-90" 60"-72" 42" 18" 15" 1 1/4"Ø 1 1/4"Ø 1 1/4"Ø 1"Ø 1"Ø 1"Ø 3/4"Ø 3/4"Ø PIPE SIZE H 12"3/4"Ø BARS 1"6" 7" 8" 1" 1" 4" 5" 6" 4" 3" 3/4" 3/4" 3/4" 5/8" 5/8" 2 1/2" `H' 5/8" BOLTS 24" M A X NO SCALE FLARED END SECTION AND TRASH GUARD WITH RIP RAP10 32" TYP. PROVIDE TRASH GUARDS ON ALL INLETS/OUTLETS (MnDOT 5201B). PROVIDE 3 FASTENING CLIPS AND HOT DIP GALVANIZE AFTER FABRICATION USE MANUFACTURERS RECOMMENDED TIES AND BOLTS TIE LAST 3 PIPE JOINTS. USE 2 TIE BOLT FASTENERS PER JOINT. INSTALL AT 60d FROM TOP OR BOTTOM OF PIPE. FASTENING CLIP WELD COUPLER TO BOLT PIPE LENGTHS ON PLAN AND IN CALCULATIONS ARE TO THIS POINT FINISHED GRADE INVERT (SEE PLAN) HAND PLACED RIPRAP DEPTH PER TABLE FILTER FABRIC (MIRAFI 500 OR EQ.) EXTEND UNDER FES 3' COMPACTED SUBGRADE 12" FOR 27" DIA. PIPE AND SMALLER 18" FOR 30" DIA. PIPE AND LARGER 1' TYP 2' CLASS II d50= 6" CLASS III d50= 9"CLASS IV d50= 9" DIA. OF ROUND PIPE (IN.) LENGTH (FT.) 12" DEPTH RIPRAP (CU. YDS.) 18" DEPTH RIPRAP (CU. YDS.) 24" DEPTH RIPRAP (CU. YDS.) 12 15 18 21 24 27 30 36 42 48 8 8 10 10 12 12 14 16 18 20 2.8 2.9 3.9 4.2 5.5 5.8 7.3 9.2 10.9 12.9 4.1 4.4 5.9 6.3 8.3 8.7 10.9 13.8 16.3 19.4 5.5 5.8 7.8 8.4 11.0 11.6 14.5 18.3 21.7 25.8 RIPRAP AT RCP OUTLETS TABLE OF QUANTITIES VA R I A B L E 1' - 4 " SU M P PIPE D I A . NOTES: 1.ALL JOINTS IN MANHOLE TO HAVE "O" RING RUBBER GASKETS. 2.MANHOLE STEPS NEENAH R198IJ OR EQUAL, 16" O.C. ALUMINUM STEPS APPROVED. 3.DOGHOUSES SHALL BE GROUTED ON BOTH THE OUTSIDE AND INSIDE. NO SCALE SUMP STORM SEWER CATCH BASIN MANHOLE9 FULL BED OF MORTAR BETWEEN AND A 6" COLLAR ON THE OUTSIDE OF RINGS MINIMUM OF 2, MAXIMUM OF 4 CONCRETE ADJUSTING RINGS. WRAP ALL JOINTS BETWEEN THE RINGS, CASTING, AND MANHOLE WITH A WATER-TIGHT WRAP. PRECAST REINFORCED CONCRETE SLAB 6" FOR 48" DIA. 8" FOR 54" - 102" DIA. 12" FOR 108" - 120" DIA. R-1642-B CASTING UNLESS OTHERWISE NOTED PRECAST CONCRETE MANHOLE SECTIONS NWL: REFER TO PLANS 10' 3 1 MAX. 3 1 MAX. 10 1 NO SCALE WET POND11 BTM: REFER TO PLANS 60 MIL HDPE LINER REFER TO MN STORMWATER MANUAL FOR SPECIFICATIONS PROJECT ISSUE / REVISION HISTORY DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY PROJECT NO. FILE NAME IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. THIS PLAN SET IS INTENDED TO BE PRINTED IN COLOR. Landform and Site to Finish are registered service marks of Landform Professional Services, LLC.®® CERTIFICATION LA N D F O R M c From Site to Finish 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net PREL I M I N A R Y NOT F O R CONS T R U C T I O N CITY SUBMITTAL SES24 JUL 2026 CITY CLIENT GRIES ARCHITECTURAL GROUP INC. 500 NORTH COMMERCIAL STREET NEENAH, WI 54956 TEL: (920) 722-2445 GAG26002 C7.2 CIVIL CONSTRUCTION DETAILS C701GAG002.DWG CITY SUBMITTAL JULY 24, 2026 3 1 13 1 / 2 " NO SCALE B612 CONCRETE CURB AND GUTTER2 CONSTRUCT WITH REVERSE SLOPE GUTTER WHERE THE PAVEMENT SLOPES AWAY FROM CURB. GUTTER GRADE TO MATCH PAVEMENT GRADE (FORMS MAY BE TILTED). DIMENSIONS TO FACE OF CURB ON PLANS ARE TO THIS LINE 6" AGGREGATE BASE 6" 7" 6" 8"12" 6" %6.0 1 2" RAD. 3" RAD. 3" RAD. 12"8" 6" NO SCALE 12" CONCRETE RIBBON CURB3 CONSTRUCT WITH REVERSE SLOPE GUTTER. GUTTER GRADE TO MATCH PAVEMENT GRADE. 12" RAD. 3" RAD. 6" 7- 1 / 4 " 1/4"3" RAD. 7" 6" AGGREGATE BASE DIMENSIONS TO FACE OF CURB ON PLANS ARE TO THIS LINE FLOWFLOW 6" 2" 2' 3'-6" 2" 3'-6" NO SCALE CATCH BASIN CASTING SUMP AT CONCRETE CURB AND GUTTER1 CASTING 3'-6" CASTING CASTING PAVEMENT PAVEMENT RIM ELEVATION SHOWN ON PLAN GUTTER FLOW LINE CONCRETE CURB & GUTTER TAPER CURB AND GUTTER OVER THIS LENGTH 3'-6" ROUND PIPE BOLLARD FOOTING 12 " 18" DIA. 48 " CONCRETE WALK NO SCALE 4 CONCRETE CROWN 8" DIA. STEEL PIPE BOLLARD, SCHD. 40, CONCRETE FILLED PAINT BOLLARD YELLOW 1/2" EXPANSION JOINT 36 " 48 " PROVIDE PAINTED SYMBOL AT EACH DESIGNATED ACCESSIBLE PARKING STALL. CENTER SYMBOL IN STALL NEAR DRIVE AISLE. NO SCALE INTERNATIONAL SYMBOL OF ACCESS6 67.5d 2' 2' 2' 10" DIAMETER 5d ALL LINES 5" WIDE 1" AS R E Q U I R E D 4' M I N 12" NO SCALE STEEL SIGN POST W/ ACCESSIBLE SIGNAGE - MN5 NOTE: SINAGE SHALL MEET THE REQUIREMENTS OF MN MUTCD R7-8m AND R7-8P 60 " M I N . & 6 6 " M A X . FR O M P A R K I N G S U R F A C E TO B O T T O M O F S I G N A G E AT ACCESS AISLE PARKING SIGN FACE AT PARKING STALL VEHICLE ID REQUIRED VAN A C C E S S I B L E N O P A R K I N G ACCESS AISLE (WHERE APPLICABLE) FOOTING WITH 1" CROWN IN GREEN SPACE 2"x2" PERFORATED SQUARE SIGN POST ACCESSIBLE SIGNAGE MOUNT WITH 1/4" STAINLESS STEEL HARDWARE FOOTING FLUSH ADJACENT TO WALKS CONCRETE WALK STEEL SIGN EMBEDDED MINIMUM 2'-6" INTO CONCRETE FOOTING POURED CONCRETE FOOTING UP TO $200 FINE FOR VIOLATIONS ENGINEERED BACKFILL PROPOSED GROUND INV: SEE PLANS 60 " NO SCALE UNDERGROUND PONDING SYSTEM7 6" 6" WRAP DRAINAGE SYSTEM WITH 40 mil HDPE LINER PERFORATED ALUMINIZED CORIGATED METAL PIPE NATIVE SOIL ROCK BACKFILL PER PIPE MANUFACTURER30"12" SEE PLANS FOR NUMBER OF CHAMBER ROWS >> > > >> E HH HHGUY HH AC G U Y AC HH TB GUY GUYGUYGUY GUYHH SGLP E ESGLPE G U Y E TB GUY T N H GUY HH TBTB GUYHH GUY GU Y HH GUY WE T X X X X X CS OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE X X X X X X X O E OE OE OE OE OE OE OE OE OE OE WIRE FENCE PARTIALLY LAYING DOWN ±0.5 FT SOUTH OF LINE HIGHWAY EASEMENT PER DOC. NO. 196236 NATURAL GAS DIST. EASEMENT PER DOC. NO. 2609371 NATURAL GAS DIST. EASEMENT PER DOC. NO. 2609371 5 5 5 5 5 5 5 ROAD EASEMENT PER DOC. NO. 4016503 ROAD EASEMENT PER DOC. NO. 4016503 ROAD EASEMENT PER DOC. NO. 4016503 DA N I E L ' S F A R M R O A D COUNTY ROAD E EAST > I I I I I I I I I I I I I I I I I I I I >>>> >>>>>>>> UC UC UC UC UC UC UC UC UC UC UC COUNTY ROAD E EAST U. S . HI G H W A Y 6 1 WE T WE T WE T WET WET WET W E T WET W E T W E T WET WET WET WE T WE T WET W E T WET W E T WE T W E T SHORELAND OVERLAY SHO R E L A N D O V E R L A Y >> > > >> E HH HHGUY HH AC G U Y AC HH TB GUY GUYGUYGUY GUYHH SGLP E ESGLPE G U Y E TB GUY T N H GUY HH TBTB GUYHH GUY GU Y HH GUY WE T X X X X X CS OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE X X X X X X X O E OE OE OE OE OE OE OE OE OE OE WIRE FENCE PARTIALLY LAYING DOWN ±0.5 FT SOUTH OF LINE HIGHWAY EASEMENT PER DOC. NO. 196236 NATURAL GAS DIST. EASEMENT PER DOC. NO. 2609371 NATURAL GAS DIST. EASEMENT PER DOC. NO. 2609371 5 5 5 5 5 5 5 ROAD EASEMENT PER DOC. NO. 4016503 ROAD EASEMENT PER DOC. NO. 4016503 ROAD EASEMENT PER DOC. NO. 4016503 DA N I E L ' S F A R M R O A D COUNTY ROAD E EAST > I I I I I I I I I I I I I I I I I I I I >>>> >>>>>>>> UC UC UC UC UC UC UC UC UC UC UC COUNTY ROAD E EAST U. S . HI G H W A Y 6 1 WE T WE T WE T WET WET WET W E T WET W E T W E T WET WET WET WE T WE T WET W E T WET W E T WE T W E T SHORELAND OVERLAY >> > > >> E HH HHGUY HH AC G U Y AC HH TB GUY GUYGUYGUY GUYHH SGLP E ESGLPE G U Y E TB GUY T N H GUY HH TBTB GUYHH GUY GU Y HH GUY WE T X X X X X CS OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE X X X X X X X O E OE OE OE OE OE OE OE OE OE OE WIRE FENCE PARTIALLY LAYING DOWN ±0.5 FT SOUTH OF LINE HIGHWAY EASEMENT PER DOC. NO. 196236 NATURAL GAS DIST. EASEMENT PER DOC. NO. 2609371 NATURAL GAS DIST. EASEMENT PER DOC. NO. 2609371 5 5 5 5 5 5 5 ROAD EASEMENT PER DOC. NO. 4016503 ROAD EASEMENT PER DOC. NO. 4016503 ROAD EASEMENT PER DOC. NO. 4016503 DA N I E L ' S F A R M R O A D COUNTY ROAD E EAST > I I I I I I I I I I I I I I I I I I I I >>>> >>>>>>>> UC UC UC UC UC UC UC UC UC UC UC COUNTY ROAD E EAST U. S . HI G H W A Y 6 1 WE T WE T WE T WET WET WET W E T WET W E T W E T WET WET WET WE T WE T WET W E T WET W E T WE T W E T SHORELAND OVERLAY PROPOSED BUILDING FFE = 970.00 AREA = 121,451 S.F. > > > > > > > > > > >> >> >> >> >> >> >> >> >> >> >> >> >> >>>>>>>> >> >> >> >>>>>>>> >> >> >> >> >> >> >> >> >> >> >> >> >> >>>>>>>>>> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >>>> >> >> >> > > > > > > > > >> > > > > > > > > > > > I I I I I I I I I I I I I I I I I I I I I I I I I >>>> >> NE POND -12P NWL = 961.50 BOT = 958.00 HWL = 964.62 NW POND -11P NWL = 963.00 BOT = 959.00 HWL = 965.27 SE POND -13P NWL = 960.50 BOT = 956.50 HWL = 963.37 > > NO PAR K I N G NO PAR K I N G N O PA R K I N G I S0 0 ° 0 7 ' 5 9 " E 7 2 9 . 8 4 N89°52'01"E 635.55 PROPOSED PARCEL 2 PROPOSED PARCEL 1 (6) RAGL (27) RAGL (27) RAGL (19) PHMS (12) PHMS (3) RAGL(3) RAGL (3) RAGL (3) RAGL (5) RAGL (3) RAGL (3) RAGL (3) RAGL (4) RAGL (25) RAGL (12) RAGL ORNAMENTAL TREES MASP 19 Malus x `Spring Snow` / Spring Snow Crab Apple 25`H x 20`W 1.5"Cal POT SHRUBS PHMS 189 Philadelphus x `Miniature Snowflake` / Miniature Snowflake Mockorange 3`H x 3`W 2` HT.POT PIAE 6 Picea abies `Elegans` / Dwarf Norway Spruce 3`H x 4`W 3' HT.POT RHOM 10 Rhododendron x `Ramapo` / Ramapo Rhododendron 2`H x 3`W 2` HT.POT RAGL 167 Rhus aromatica `Gro-Low` / Gro-Low Fragrant Sumac 2`H x 7`W 2 GAL.POT VINA 33 Viburnum opulus `Nanum` / Dwarf European Viburnum 2`H x 3`W 2` HT.POT GRASSES MIYA 6 Miscanthus sinensis `Yaku Jima` / Yaku Jima Dwarf Maiden Grass 4`H x 4`W 3' HT.POT PERENNIALS HEMS 42 Hemerocallis x `Stella de Oro` / Stella de Oro Daylily 1`H x 1`W 1 GAL.POT NEPP 190 Nepeta racemosa 'Walker's Low' / Walker's Low Catmint 2`H x 2`W #2 Cont.POT SALV 49 Salvia nemorosa 'May Night' / May Night Meadow Sage 2`H x 2`W 2 GAL.POT SYMBOL CODE QTY BOTANICAL / COMMON NAME MATURE SIZE PLANTING SIZE ROOT CONDITION CONIFEROUS TREES PIAB 20 Picea abies / Norway Spruce 50`H x 30`W 8' HT.B & B PIRE 64 Pinus resinosa / Red Pine 80'H x 20'W 8' HT.B&B PIST 16 Pinus strobus / Eastern White Pine 65`H x 30`W 8' HT.B & B DECIDUOUS TREES ACRU 28 Acer rubrum `Autumn Spire` / Autumn Spire Maple 50`H x 25`W 2.5" Cal.B & B ACFR 12 Acer x freemanii `Jeffsred` / Autumn Blaze Maple 50`H x 40`W 2.5" Cal.B & B BENI 3 Betula nigra / River Birch 60`H x 50`W 2.5"Cal B & B CEOC 6 Celtis occidentalis ‘Ulzam’ / Common Hackberry 50`H x 50`W 2.5"Cal B & B GBPS 18 Ginkgo biloba `Princeton Sentry` / Princeton Sentry Ginkgo 40`H x 30`W 2.5"Cal B & B GTIM 14 Gleditsia triacanthos `Impcole` TM / Impcole Honeylocust 30`H x 35`W 2.5"Cal B & B QUBI 12 Quercus bicolor / Swamp White Oak 55`H x 55`W 2.5"Cal B & B TABL 12 Tilia americana `Boulevard` / Boulevard Linden 60`H x 30`W 2.0" Cal.B & B PROJECT ISSUE / REVISION HISTORY DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY PROJECT NO. FILE NAME IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. THIS PLAN SET IS INTENDED TO BE PRINTED IN COLOR. Landform and Site to Finish are registered service marks of Landform Professional Services, LLC.®® CERTIFICATION LA N D F O R M c From Site to Finish 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net PREL I M I N A R Y NOT F O R CONS T R U C T I O N CITY SUBMITTAL SES24 JUL 2026 CITY CLIENT NORTH 0 80 160 Contact Utility Service providers for field location of services 72 hours prior to beginning. Coordinate installation with Contractors performing related work. Low maintenance turf seed mixture (MNDOT Southern Boulevard SB) as defined in current MNDOT Seeding Manual, or approved equal. Native Seeds shall be of Minnesota (or as specified) origin and certified by the Minnesota Crop Improvement Association (MCIA). Provide verifying documentation to the Owner 30 days minimum prior to installation. Follow MNDOT Seeding Manual for planting instructions for establishment of native seed and provide coordination for required erosion prevention and sediment control. Spread topsoil to a minimum depth of (4) inches over all proposed seed and sod areas. Coordinate with grading contractor to ensure final design grades are met. Repair any and all areas disturbed beyond the project area. Repair with sod if existing area is manicured turf. Repair with seed if existing area is unmowed or unmanicured grass. Rake area to be repaired and add topsoil as defined in Note 7 prior to final sod or seed repair. Planting soil shall consist of 4 parts topsoil to 1 part peat humus, with 3 pounds of commercial fertilizer added per cubic yard. See planting details for depth of planting soil. Place plants according to layout with proper nominal spacing. Plants shown on Plant Schedule are total quantities for design. For discrepancy between the number of plants on the Schedule and the number shown on the Drawing, the Drawing shall govern. Plant material shall conform to the American Association of Nurserymen Standards and be of hardy stock, free from disease, infestation, damage, and disfiguration. The Landscape Architect or designated representative reserves the right to reject any/all plant material not meeting these standards at the Contractor's cost. Any substitutions of plant genus, species and/or variety, or planting size shall be approved by Landscape Architect of record prior to purchase and installation. Edge planting beds with 5-inch, 1 8" thick, black, commercial grade steel edging (Sur-Loc or approved equal) except where adjacent to curbing, walks or buildings. Edge planting beds with 6-inch Black Vinyl Edging (Black Diamond or approved equal) except where adjacent to curbing, walks or buildings. Install 4 inch depth of triple-shredded hardwood mulch in Shrub Bed Areas. Install 2 to 3 inch depth of triple-shredded hardwood mulch in Perennial Bed Areas. Install a 4-foot diameter triple-shredded hardwood mulch dish around trees not placed within a Shrub or Perennial Planting Bed. Edging is not required. Install 2 to 3 inch (nominal size) grey trap rock to a depth of 4 inches in all planting beds unless noted otherwise. Landscape fabric shall be installed under all areas of rock mulch. Secure all edges and seams of fabric with 6-inch landscape staples. All existing deciduous/coniferous trees are to be trimmed of dead wood and pruned to a natural uniform shape. Irrigation is required. Irrigation shall be designed by irrigation contractor. Contractor shall submit design plan and all shop drawings and system components to Landscape Architect for review, prior to purchase and installation. Contractor shall follow all applicable codes and obtain all necessary permits from local jurisdiction. All plant material shall have a 1-year warranty. The warranty shall begin after the last plant has been installed and the Landscape Architect has approved the installation. Landscape contractor is responsible for replacing any and all plant material that dies during the warranty period. Landscape contractor shall assume all costs to any replacements. All replacements shall be same species and sizes and equal or better vigor as original installation. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. GENERAL NOTES LANDSCAPE NOTES For construction Staking and Surveying services contact Landform at 612.252.9070.1.GRIES ARCHITECTURAL GROUP INC. 500 NORTH COMMERCIAL STREET NEENAH, WI 54956 TEL: (920) 722-2445 GAG26002 L2.1 OVERALL LANDSCAPE PLAN L201GAG002.DWG CITY SUBMITTAL JULY 24, 2026 OVERALL PLANT SCHEDULE LEGEND Sod area Seed area Rock mulch Shredded hardwood mulch E HH HHGUY HH AC G U Y AC ST ST HH TB GUY GUYGUYGUY GUYHH SGLP ST ST E ESGLPE G U Y E ST ST TB GUY T N H GUY ST HH TBTB GUYHHST ST ST ST GU Y GU Y HH GUY WE T CS OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE O E OE OE OE OE OE OE OE OE OE OE DA N I E L ' S F A R M R O A D COUNTY ROAD E EAST > I I I I I I I I I I I I I I I I I I I I >>>> >>>>>>>> UC UC UC UC UC UC UC UC UC UC UC COUNTY ROAD E EAST U. S . HI G H W A Y 6 1 WE T WE T WE T WET WET WET W E T WET W E T W E T WET WET WET WE T WE T WET W E T WET W E T WE T W E T SHO R E L A N D O V E R L A Y E HH HHGUY HH AC G U Y AC ST ST HH TB GUY GUYGUYGUY GUYHH SGLP ST ST E ESGLPE G U Y E ST ST TB GUY T N H GUY ST HH TBTB GUYHHST ST ST ST GU Y GU Y HH GUY WE T CS OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE O E OE OE OE OE OE OE OE OE OE OE DA N I E L ' S F A R M R O A D COUNTY ROAD E EAST > I I I I I I I I I I I I I I I I I I I I >>>> >>>>>>>> UC UC UC UC UC UC UC UC UC UC UC COUNTY ROAD E EAST U. S . HI G H W A Y 6 1 WE T WE T WE T WET WET WET W E T WET W E T W E T WET WET WET WE T WE T WET W E T WET W E T WE T W E T E HH HHGUY HH AC G U Y AC ST ST HH TB GUY GUYGUYGUY GUYHH SGLP ST ST E ESGLPE G U Y E ST ST TB GUY T N H GUY ST HH TBTB GUYHHST ST ST ST GU Y GU Y HH GUY WE T CS OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE O E OE OE OE OE OE OE OE OE OE OE DA N I E L ' S F A R M R O A D COUNTY ROAD E EAST > I I I I I I I I I I I I I I I I I I I I >>>> >>>>>>>> UC UC UC UC UC UC UC UC UC UC UC COUNTY ROAD E EAST U. S . HI G H W A Y 6 1 WE T WE T WE T WET WET WET W E T WET W E T W E T WET WET WET WE T WE T WET W E T WET W E T WE T W E T PROPOSED BUILDING FFE = 970.00 AREA = 121,451 S.F. > > > > > > > > > > >> >> >> >> >> >> >> >> >> >> >> >> >> >>>>>>>> >> >> >> >>>>>>>> >> >> >> >> >> >> >> >> >> >> >> >> >> >>>>>>>>>> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >>>> >> >> >> > > > > > > > > >> > > > > > > > > > > > I I I I I I I I I I I I I I I I I I I I I I I I I >>>> >> NE POND -12P NWL = 961.50 BOT = 958.00 HWL = 964.62 NW POND -11P NWL = 963.00 BOT = 959.00 HWL = 965.27 SE POND -13P NWL = 960.50 BOT = 956.50 HWL = 963.37 > > 30' BUILDING SETBACK 20' PARKING SETBACK 30 ' B U I L D I N G S E T B A C K 10 ' P A R K I N G S E T B A C K 30' BUILDING SETBACK 10' PARKING SETBACK 30' BUILDING SETBACK 20' PARKING SETBACK 30 ' B U I L D I N G S E T B A C K 10 ' P A R K I N G S E T B A C K 30' BUILDING SETBACK 10' PARKING SETBACK NO PARK I N G NO PAR K I N G N O PA R K I N G I S0 0 ° 0 7 ' 5 9 " E 7 2 9 . 8 4 N89°52'01"E 635.55 10 ' P A R K I N G S E T B A C K 30 ' B U I L D I N G S E T B A C K 30' BUILDING SETBACK 10' PARKING SETBACK 10' PARKING SETBACK 30' BUILDING SETBACK PROPOSED PARCEL 2 PROPOSED PARCEL 1 (32) PIRE (3) QUBI (4) QUBI (3) QUBI (2) QUBI (1) CEOC (1) TABL (1) TABL (2) TABL (2) TABL (2) TABL (2) GBPS (2) ACRU (2) ACRU (2) ACRU (2) ACRU (2) ACRU (2) ACRU (2) ACRU (2) ACRU (2) ACRU (2) ACRU (2) ACRU (2) ACRU (2) ACRU (2) GBPS (2) GBPS (2) GBPS (2) GBPS (2) GBPS (2) ACRU (2) GBPS (1) CEOC (1) CEOC (1) MASP (20) PIAB (24) PIRE (9) PIST (8) PIRE (7) PIST (1) CEOC (1) TABL (1) TABL (2) ACFR (2) ACFR (2) ACFR (2) ACFR (2) ACFR (2) ACFR (2) TABL (6) RAGL (2) CEOC (27) RAGL (27) RAGL (19) PHMS (12) PHMS (3) RAGL(3) RAGL (3) RAGL (3) RAGL (5) RAGL (3) RAGL (3) RAGL (3) RAGL (4) RAGL (25) RAGL (12) RAGL (1) BENI L2.4ENLARGED LANDSCAPE PLAN L7.1 2 CONIFEROUS TREE PLANTING (TYP) L7.1 1 DECIDUOUS TREE PLANTING (TYP) L7.1 3 SHRUB PLANTING (TYP) L7.1 3 SHRUB PLANTING (TYP) L7.1 1 DECIDUOUS TREE PLANTING (TYP) SYMBOL CODE QTY BOTANICAL / COMMON NAME MATURE SIZE PLANTING SIZE ROOT CONDITION CONIFEROUS TREES PIAB 20 Picea abies / Norway Spruce 50`H x 30`W 8' HT.B & B PIRE 64 Pinus resinosa / Red Pine 80'H x 20'W 8' HT.B&B PIST 16 Pinus strobus / Eastern White Pine 65`H x 30`W 8' HT.B & B DECIDUOUS TREES ACRU 28 Acer rubrum `Autumn Spire` / Autumn Spire Maple 50`H x 25`W 2.5" Cal.B & B ACFR 12 Acer x freemanii `Jeffsred` / Autumn Blaze Maple 50`H x 40`W 2.5" Cal.B & B BENI 1 Betula nigra / River Birch 60`H x 50`W 2.5"Cal B & B CEOC 6 Celtis occidentalis ‘Ulzam’ / Common Hackberry 50`H x 50`W 2.5"Cal B & B GBPS 14 Ginkgo biloba `Princeton Sentry` / Princeton Sentry Ginkgo 40`H x 30`W 2.5"Cal B & B QUBI 12 Quercus bicolor / Swamp White Oak 55`H x 55`W 2.5"Cal B & B TABL 12 Tilia americana `Boulevard` / Boulevard Linden 60`H x 30`W 2.0" Cal.B & B ORNAMENTAL TREES MASP 1 Malus x `Spring Snow` / Spring Snow Crab Apple 25`H x 20`W 1.5"Cal POT SHRUBS PHMS 31 Philadelphus x `Miniature Snowflake` / Miniature Snowflake Mockorange 3`H x 3`W 2` HT.POT PROJECT ISSUE / REVISION HISTORY DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY PROJECT NO. FILE NAME IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. THIS PLAN SET IS INTENDED TO BE PRINTED IN COLOR. Landform and Site to Finish are registered service marks of Landform Professional Services, LLC.®® CERTIFICATION LA N D F O R M c From Site to Finish 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net PREL I M I N A R Y NOT F O R CONS T R U C T I O N CITY SUBMITTAL SES24 JUL 2026 CITY CLIENT NORTH 0 80 160 GRIES ARCHITECTURAL GROUP INC. 500 NORTH COMMERCIAL STREET NEENAH, WI 54956 TEL: (920) 722-2445 GAG26002 L2.2 PLANTING PLAN L222GAG002.DWG CITY SUBMITTAL JULY 24, 2026 CITY OF GEM LAKE REQUIREMENTS Site landscape requirements (trees) (1) tree per 1,000 s.f. of total building area 121,451 s.f. building Required 121 Proposed 247 preserved trees 15 proposed trees Parking lot landscape requirements (trees) (1) tree per 15 provided parking stalls 1,179 stalls Required 79 Proposed 90 overstory 17 ornamental Tree preservation mitigation* Shoreland area Non-shoreland area Required 517 1,063 Proposed 47 51 TREE PLAN PLANT SCHEDULE Contact Utility Service providers for field location of services 72 hours prior to beginning. Coordinate installation with Contractors performing related work. Low maintenance turf seed mixture (MNDOT Southern Boulevard SB) as defined in current MNDOT Seeding Manual, or approved equal. Native Seeds shall be of Minnesota (or as specified) origin and certified by the Minnesota Crop Improvement Association (MCIA). Provide verifying documentation to the Owner 30 days minimum prior to installation. Follow MNDOT Seeding Manual for planting instructions for establishment of native seed and provide coordination for required erosion prevention and sediment control. Spread topsoil to a minimum depth of (4) inches over all proposed seed and sod areas. Coordinate with grading contractor to ensure final design grades are met. Repair any and all areas disturbed beyond the project area. Repair with sod if existing area is manicured turf. Repair with seed if existing area is unmowed or unmanicured grass. Rake area to be repaired and add topsoil as defined in Note 7 prior to final sod or seed repair. Planting soil shall consist of 4 parts topsoil to 1 part peat humus, with 3 pounds of commercial fertilizer added per cubic yard. See planting details for depth of planting soil. Place plants according to layout with proper nominal spacing. Plants shown on Plant Schedule are total quantities for design. For discrepancy between the number of plants on the Schedule and the number shown on the Drawing, the Drawing shall govern. Plant material shall conform to the American Association of Nurserymen Standards and be of hardy stock, free from disease, infestation, damage, and disfiguration. The Landscape Architect or designated representative reserves the right to reject any/all plant material not meeting these standards at the Contractor's cost. Any substitutions of plant genus, species and/or variety, or planting size shall be approved by Landscape Architect of record prior to purchase and installation. Edge planting beds with 5-inch, 1 8" thick, black, commercial grade steel edging (Sur-Loc or approved equal) except where adjacent to curbing, walks or buildings. Edge planting beds with 6-inch Black Vinyl Edging (Black Diamond or approved equal) except where adjacent to curbing, walks or buildings. Install 4 inch depth of triple-shredded hardwood mulch in Shrub Bed Areas. Install 2 to 3 inch depth of triple-shredded hardwood mulch in Perennial Bed Areas. Install a 4-foot diameter triple-shredded hardwood mulch dish around trees not placed within a Shrub or Perennial Planting Bed. Edging is not required. See sheet L2.3 for mulch placement. Install 2 to 3 inch (nominal size) grey trap rock to a depth of 4 inches in all planting beds unless noted otherwise. Landscape fabric shall be installed under all areas of rock mulch. Secure all edges and seams of fabric with 6-inch landscape staples. All existing deciduous/coniferous trees are to be trimmed of dead wood and pruned to a natural uniform shape. Irrigation is required. Irrigation shall be designed by irrigation contractor. Contractor shall submit design plan and all shop drawings and system components to Landscape Architect for review, prior to purchase and installation. Contractor shall follow all applicable codes and obtain all necessary permits from local jurisdiction. All plant material shall have a 1-year warranty. The warranty shall begin after the last plant has been installed and the Landscape Architect has approved the installation. Landscape contractor is responsible for replacing any and all plant material that dies during the warranty period. Landscape contractor shall assume all costs to any replacements. All replacements shall be same species and sizes and equal or better vigor as original installation. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. GENERAL NOTES LANDSCAPE NOTES For construction Staking and Surveying services contact Landform at 612.252.9070.1. Site landscape requirements (shurbs) (1) shrub per 300 s.f. of total building area 121,451 s.f. building Required 405 Proposed 405 *see inventory summary >> > > >> E HH HHGUY HH G U Y HH TB GUY GUYGUYGUY GUYHH SGLP E ESGLPE G U Y E TB GUY T N H GUY HH TBTB GUYHH GU Y GU Y HH GUY WE T X X X X X CS OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE X X X X X X X O E OE OE OE OE OE OE OE OE OE OE WIRE FENCE PARTIALLY LAYING DOWN ±0.5 FT SOUTH OF LINE HIGHWAY EASEMENT PER DOC. NO. 196236 NATURAL GAS DIST. EASEMENT PER DOC. NO. 2609371 NATURAL GAS DIST. EASEMENT PER DOC. NO. 2609371 5 5 5 5 5 5 5 273022310010 OWNER: BETH TSCHIDA 273022310003 OWNER: THOMAS RASMUSSEN TR 27 3 0 2 2 3 3 0 4 9 OW N E R : C I T Y O F G E M L A K E 27302230016 OWNER: STEPHANIE FARRELL 273022330010 OWNER: JOHN KUNY ROAD EASEMENT PER DOC. NO. 4016503 ROAD EASEMENT PER DOC. NO. 4016503 ROAD EASEMENT PER DOC. NO. 4016503 DA N I E L ' S F A R M R O A D COUNTY ROAD E EAST 18" RCP 1 8 " R C P 1 8 " R C P 18" RCP15" RC P > I I I I I I I I I I I I I I I I I I I I >>>> >>>>>>>> UC UC UC UC UC UC UC UC UC UC UC COUNTY ROAD E EAST U. S . HI G H W A Y 6 1 18 " C M P 18 " C M P 18" RCP 12" R C P 18 " R C P 18 " R C P 12" RCP 15" RCP 18" CMP INV = 959.03 WE T WE T WE T WET WET WET W E T WET W E T W E T WET WET WET WE T WE T WET W E T WET W E T WE T W E T SHORELAND OVERLAY >> > > >> E HH HHGUY HH G U Y HH TB GUY GUYGUYGUY GUYHH SGLP E ESGLPE G U Y E TB GUY T N H GUY HH TBTB GUYHH GU Y GU Y HH GUY WE T X X X X X CS OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE X X X X X X X O E OE OE OE OE OE OE OE OE OE OE WIRE FENCE PARTIALLY LAYING DOWN ±0.5 FT SOUTH OF LINE HIGHWAY EASEMENT PER DOC. NO. 196236 NATURAL GAS DIST. EASEMENT PER DOC. NO. 2609371 NATURAL GAS DIST. EASEMENT PER DOC. NO. 2609371 5 5 5 5 5 5 5 273022310010 OWNER: BETH TSCHIDA 273022310003 OWNER: THOMAS RASMUSSEN TR 27 3 0 2 2 3 3 0 4 9 OW N E R : C I T Y O F G E M L A K E 27302230016 OWNER: STEPHANIE FARRELL 273022330010 OWNER: JOHN KUNY ROAD EASEMENT PER DOC. NO. 4016503 ROAD EASEMENT PER DOC. NO. 4016503 ROAD EASEMENT PER DOC. NO. 4016503 DA N I E L ' S F A R M R O A D COUNTY ROAD E EAST 18" RCP 1 8 " R C P 1 8 " R C P 18" RCP15" RC P > I I I I I I I I I I I I I I I I I I I I >>>> >>>>>>>> UC UC UC UC UC UC UC UC UC UC UC COUNTY ROAD E EAST U. S . HI G H W A Y 6 1 18 " C M P 18 " C M P 18" RCP 12" R C P 18 " R C P 18 " R C P 12" RCP 15" RCP 18" CMP INV = 959.03 WE T WE T WE T WET WET WET W E T WET W E T W E T WET WET WET WE T WE T WET W E T WET W E T WE T W E T SHORELAND OVERLAY >> > > >> E HH HHGUY HH G U Y HH TB GUY GUYGUYGUY GUYHH SGLP E ESGLPE G U Y E TB GUY T N H GUY HH TBTB GUYHH GU Y GU Y HH GUY WE T X X X X X CS OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE X X X X X X X O E OE OE OE OE OE OE OE OE OE OE WIRE FENCE PARTIALLY LAYING DOWN ±0.5 FT SOUTH OF LINE HIGHWAY EASEMENT PER DOC. NO. 196236 NATURAL GAS DIST. EASEMENT PER DOC. NO. 2609371 NATURAL GAS DIST. EASEMENT PER DOC. NO. 2609371 5 5 5 5 5 5 5 273022310010 OWNER: BETH TSCHIDA 273022310003 OWNER: THOMAS RASMUSSEN TR 27 3 0 2 2 3 3 0 4 9 OW N E R : C I T Y O F G E M L A K E 27302230016 OWNER: STEPHANIE FARRELL 273022330010 OWNER: JOHN KUNY ROAD EASEMENT PER DOC. NO. 4016503 ROAD EASEMENT PER DOC. NO. 4016503 ROAD EASEMENT PER DOC. NO. 4016503 DA N I E L ' S F A R M R O A D COUNTY ROAD E EAST 18" RCP 1 8 " R C P 1 8 " R C P 18" RCP15" RC P > I I I I I I I I I I I I I I I I I I I I >>>> >>>>>>>> UC UC UC UC UC UC UC UC UC UC UC COUNTY ROAD E EAST U. S . HI G H W A Y 6 1 18 " C M P 18 " C M P 18" RCP 12" R C P 18 " R C P 18 " R C P 12" RCP 15" RCP 18" CMP INV = 959.03 WE T WE T WE T WET WET WET W E T WET W E T W E T WET WET WET WE T WE T WET W E T WET W E T WE T W E T SHORELAND OVERLAY PROPOSED BUILDING FFE = 970.00 AREA = 121,451 S.F. > > > > > > > > >> >> >> >> >> >> >> >> >> >> >> >> >> >>>>>>>> >> >> >> >>>>>>>> >> >> >> >> >> >> >> >> >> >> >> >> >>>>>> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >>>> >> >> >> > > > > > > > > >> > > > > > > > > > > > I I I I I I I I I I I I I I I I I I I I I I I I I >>>> >> NE POND -12P NWL = 961.50 BOT = 958.00 HWL = 964.62 NW POND -11P NWL = 963.00 BOT = 959.00 HWL = 965.27 SE POND -13P NWL = 960.50 BOT = 956.50 HWL = 963.37 > > NO PAR K I N G NO PAR K I N G NO PA R K I N G I S0 0 ° 0 7 ' 5 9 " E 7 2 9 . 8 4 N89°52'01"E 635.55 PROPOSED PARCEL 2 PROPOSED PARCEL 1 >> > > >> E HH HHGUY HH G U Y HH TB GUY GUYGUYGUY GUYHH SGLP E ESGLPE G U Y E TB GUY T N H GUY HH TBTB GUYHH GU Y GU Y HH GUY WE T X X X X X CS OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE X X X X X X X O E OE OE OE OE OE OE OE OE OE OE WIRE FENCE PARTIALLY LAYING DOWN ±0.5 FT SOUTH OF LINE HIGHWAY EASEMENT PER DOC. NO. 196236 NATURAL GAS DIST. EASEMENT PER DOC. NO. 2609371 NATURAL GAS DIST. EASEMENT PER DOC. NO. 2609371 5 5 5 5 5 5 5 273022310010 OWNER: BETH TSCHIDA 273022310003 OWNER: THOMAS RASMUSSEN TR 27 3 0 2 2 3 3 0 4 9 OW N E R : C I T Y O F G E M L A K E 27302230016 OWNER: STEPHANIE FARRELL 273022330010 OWNER: JOHN KUNY ROAD EASEMENT PER DOC. NO. 4016503 ROAD EASEMENT PER DOC. NO. 4016503 ROAD EASEMENT PER DOC. NO. 4016503 DA N I E L ' S F A R M R O A D COUNTY ROAD E EAST 18" RCP 1 8 " R C P 1 8 " R C P 18" RCP15" RC P > I I I I I I I I I I I I I I I I I I I I >>>> >>>>>>>> UC UC UC UC UC UC UC UC UC UC UC COUNTY ROAD E EAST U. S . HI G H W A Y 6 1 18 " C M P 18 " C M P 18" RCP 12" R C P 18 " R C P 18 " R C P 12" RCP 15" RCP 18" CMP INV = 959.03 WE T WE T WE T WET WET WET W E T WET W E T W E T WET WET WET WE T WE T WET W E T WET W E T WE T W E T SHORELAND OVERLAY >> > > >> E HH HHGUY HH G U Y HH TB GUY GUYGUYGUY GUYHH SGLP E ESGLPE G U Y E TB GUY T N H GUY HH TBTB GUYHH GU Y GU Y HH GUY WE T X X X X X CS OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE X X X X X X X O E OE OE OE OE OE OE OE OE OE OE WIRE FENCE PARTIALLY LAYING DOWN ±0.5 FT SOUTH OF LINE HIGHWAY EASEMENT PER DOC. NO. 196236 NATURAL GAS DIST. EASEMENT PER DOC. NO. 2609371 NATURAL GAS DIST. EASEMENT PER DOC. NO. 2609371 5 5 5 5 5 5 5 273022310010 OWNER: BETH TSCHIDA 273022310003 OWNER: THOMAS RASMUSSEN TR 27 3 0 2 2 3 3 0 4 9 OW N E R : C I T Y O F G E M L A K E 27302230016 OWNER: STEPHANIE FARRELL 273022330010 OWNER: JOHN KUNY ROAD EASEMENT PER DOC. NO. 4016503 ROAD EASEMENT PER DOC. NO. 4016503 ROAD EASEMENT PER DOC. NO. 4016503 DA N I E L ' S F A R M R O A D COUNTY ROAD E EAST 18" RCP 1 8 " R C P 1 8 " R C P 18" RCP15" RC P > I I I I I I I I I I I I I I I I I I I I >>>> >>>>>>>> UC UC UC UC UC UC UC UC UC UC UC COUNTY ROAD E EAST U. S . HI G H W A Y 6 1 18 " C M P 18 " C M P 18" RCP 12" R C P 18 " R C P 18 " R C P 12" RCP 15" RCP 18" CMP INV = 959.03 WE T WE T WE T WET WET WET W E T WET W E T W E T WET WET WET WE T WE T WET W E T WET W E T WE T W E T SHORELAND OVERLAY PROPOSED BUILDING FFE = 970.00 AREA = 121,451 S.F. > > > > > > > > >> >> >> >> >> >> >> >> >> >> >> >> >> >>>>>>>> >> >> >> >>>>>>>> >> >> >> >> >> >> >> >> >> >> >> >> >>>>>> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >>>> >> >> >> > > > > > > > > >> > > > > > > > > > > > I I I I I I I I I I I I I I I I I I I I I I I I I >>>> >> NE POND -12P NWL = 961.50 BOT = 958.00 HWL = 964.62 NW POND -11P NWL = 963.00 BOT = 959.00 HWL = 965.27 SE POND -13P NWL = 960.50 BOT = 956.50 HWL = 963.37 > > NO PAR K I N G NO PAR K I N G NO PA R K I N G I S0 0 ° 0 7 ' 5 9 " E 7 2 9 . 8 4 N89°52'01"E 635.55 PROPOSED PARCEL 2 PROPOSED PARCEL 1 4 6 6(TYP) 6(TYP) 6(TYP) 1212 12 1212 13 13 14 (TYP) 14 (TYP) 14 (TYP)15 (TYP) 15 (TYP) 15 (TYP) 15 (TYP) 15 (TYP) 15(TYP) 15 (TYP) 14 (TYP) 16 (TYP) 16 (TYP) 16 (TYP) 17 (TYP) 17 (TYP) 17 (TYP) 17 (TYP) 17 (TYP) 17(TYP) 17(TYP) 17 (TYP) (TYP) (TYP) 13 (TYP) PROJECT ISSUE / REVISION HISTORY DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY PROJECT NO. FILE NAME IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. THIS PLAN SET IS INTENDED TO BE PRINTED IN COLOR. Landform and Site to Finish are registered service marks of Landform Professional Services, LLC.®® CERTIFICATION LA N D F O R M c From Site to Finish 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net PREL I M I N A R Y NOT F O R CONS T R U C T I O N CITY SUBMITTAL SES24 JUL 2026 CITY CLIENT NORTH 0 80 160 GRIES ARCHITECTURAL GROUP INC. 500 NORTH COMMERCIAL STREET NEENAH, WI 54956 TEL: (920) 722-2445 GAG26002 L2.3 TURF AND MULCH PLAN L205GAG002.DWG CITY SUBMITTAL JULY 24, 2026 Contact Utility Service providers for field location of services 72 hours prior to beginning. Coordinate installation with Contractors performing related work. Low maintenance turf seed mixture (MNDOT Southern Boulevard SB) as defined in current MNDOT Seeding Manual, or approved equal. Native Seeds shall be of Minnesota (or as specified) origin and certified by the Minnesota Crop Improvement Association (MCIA). Provide verifying documentation to the Owner 30 days minimum prior to installation. Follow MNDOT Seeding Manual for planting instructions for establishment of native seed and provide coordination for required erosion prevention and sediment control. Spread topsoil to a minimum depth of (4) inches over all proposed seed and sod areas. Coordinate with grading contractor to ensure final design grades are met. Repair any and all areas disturbed beyond the project area. Repair with sod if existing area is manicured turf. Repair with seed if existing area is unmowed or unmanicured grass. Rake area to be repaired and add topsoil as defined in Note 7 prior to final sod or seed repair. Planting soil shall consist of 4 parts topsoil to 1 part peat humus, with 3 pounds of commercial fertilizer added per cubic yard. See planting details for depth of planting soil. Place plants according to layout with proper nominal spacing. Plants shown on Plant Schedule are total quantities for design. For discrepancy between the number of plants on the Schedule and the number shown on the Drawing, the Drawing shall govern. Plant material shall conform to the American Association of Nurserymen Standards and be of hardy stock, free from disease, infestation, damage, and disfiguration. The Landscape Architect or designated representative reserves the right to reject any/all plant material not meeting these standards at the Contractor's cost. Any substitutions of plant genus, species and/or variety, or planting size shall be approved by Landscape Architect of record prior to purchase and installation. Edge planting beds with 5-inch, 1 8" thick, black, commercial grade steel edging (Sur-Loc or approved equal) except where adjacent to curbing, walks or buildings. Edge planting beds with 6-inch Black Vinyl Edging (Black Diamond or approved equal) except where adjacent to curbing, walks or buildings. Install 4 inch depth of triple-shredded hardwood mulch in Shrub Bed Areas. Install 2 to 3 inch depth of triple-shredded hardwood mulch in Perennial Bed Areas. Install a 4-foot diameter triple-shredded hardwood mulch dish around trees not placed within a Shrub or Perennial Planting Bed. Edging is not required. Install 2 to 3 inch (nominal size) grey trap rock to a depth of 4 inches in all planting beds unless noted otherwise. Landscape fabric shall be installed under all areas of rock mulch. Secure all edges and seams of fabric with 6-inch landscape staples. All existing deciduous/coniferous trees are to be trimmed of dead wood and pruned to a natural uniform shape. Irrigation is required. Irrigation shall be designed by irrigation contractor. Contractor shall submit design plan and all shop drawings and system components to Landscape Architect for review, prior to purchase and installation. Contractor shall follow all applicable codes and obtain all necessary permits from local jurisdiction. All plant material shall have a 1-year warranty. The warranty shall begin after the last plant has been installed and the Landscape Architect has approved the installation. Landscape contractor is responsible for replacing any and all plant material that dies during the warranty period. Landscape contractor shall assume all costs to any replacements. All replacements shall be same species and sizes and equal or better vigor as original installation. 2. 3. 5. 7. 8. 9. 10. 11. 18. 19. 20. GENERAL NOTES LANDSCAPE NOTES For construction Staking and Surveying services contact Landform at 612.252.9070.1. LEGEND Sod area Seed area Low maintenance seed mix (MNDOT SB). Seed at rate of 160 lbs/acre. With MNDOT Type 3N 2S erosion control blanket. Rock mulch Shredded hardwood mulch 4 6 12 13 14 15 16 17 >>>>>> > > >>>> HH HHGUY HH AC G U Y AC TB GUY T N H GUY HH TBTB GUYHH GU Y GU Y HH GUY CS OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE 43 55 43 55 43 I > >>>>>>>> > UC UC UC UC UC UC UC UC UC UC UC UC UC UC UC UC UC >>>>>> > > >>>> HH HHGUY HH AC G U Y AC TB GUY T N H GUY HH TBTB GUYHH GU Y GU Y HH GUY CS OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE 43 55 43 55 43 I > >>>>>>>> > UC UC UC UC UC UC UC UC UC UC UC UC UC UC UC UC UC >>>>>> > > >>>> HH HHGUY HH AC G U Y AC TB GUY T N H GUY HH TBTB GUYHH GU Y GU Y HH GUY CS OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE 43 55 43 55 43 I > >>>>>>>> > UC UC UC UC UC UC UC UC UC UC UC UC UC UC UC UC UC PROPOSED BUILDING FFE = 970.00 AREA = 121,451 S.F. > > > > > > > > > > > > > > > > > > > > >> >> >> >> >> >> >> >> >> >> >> > > >>>>>>>>>>>>>>>>>> >> >> >> >> >> >> >>>>>>>>>>>>>>>>>>>> >> >> >> >> >> >> >> >> >> >> >>>> >> >> >> >> >> >>>> >> >> >> >> >> >>> > > > > > > > > > > > > > > > > > >> >> >> > > > > > > > > > > > > > > > > > > > > > > > > > > I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I >>>>>>>> >> >> SE POND -13P NWL = 960.50 BOT = 956.50 HWL = 963.37 NO PAR K I N G NO PAR K I N G N O P A R K I N G I I PROPOSED PARCEL 1 (3) NEPP (3) NEPP (12) NEPP (12) NEPP (12) NEPP (12) NEPP (3) MIYA (3) MIYA (19) SALV (19) SALV (5) RHOM (15) PHMS (3) PIAE (3) PIAE (15) PHMS (5) RHOM (2) VINA (2) GBPS (2) GTIM (2) GTIM (3) MASP (3) MASP (2) GTIM (2) GTIM (2) GTIM (2) GTIM (2) GTIM (1) MASP (1) MASP (1) MASP (1) BENI (1) MASP (1) MASP (2) GBPS (26) HEMS (28) NEPP (5) MASP (27) NEPP (17) NEPP (16) HEMS (11) SALV (9) VINA (13) NEPP (36) NEPP (15) NEPP (18) RAGL (5) RAGL (1) MASP (1) MASP (6) RAGL (18) PHMS (18) PHMS (25) RAGL (12) RAGL (6) RAGL (46) PHMS(46) PHMS(11) VINA (11) VINA (1) BENI U. S . HI G H W A Y 6 1 COUNTY ROAD E EAST L7.1 3 SHRUB PLANTING (TYP) L7.1 4 PERENNIAL PLANTING (TYP) SYMBOL CODE QTY BOTANICAL / COMMON NAME MATURE SIZE PLANTING SIZE ROOT CONDITION DECIDUOUS TREES BENI 2 Betula nigra / River Birch 60`H x 50`W 2.5"Cal B & B GBPS 4 Ginkgo biloba `Princeton Sentry` / Princeton Sentry Ginkgo 40`H x 30`W 2.5"Cal B & B GTIM 14 Gleditsia triacanthos `Impcole` TM / Impcole Honeylocust 30`H x 35`W 2.5"Cal B & B ORNAMENTAL TREES MASP 18 Malus x `Spring Snow` / Spring Snow Crab Apple 25`H x 20`W 1.5"Cal POT SHRUBS PHMS 158 Philadelphus x `Miniature Snowflake` / Miniature Snowflake Mockorange 3`H x 3`W 2` HT.POT PIAE 6 Picea abies `Elegans` / Dwarf Norway Spruce 3`H x 4`W 3' HT.POT RHOM 10 Rhododendron x `Ramapo` / Ramapo Rhododendron 2`H x 3`W 2` HT.POT RAGL 35 Rhus aromatica `Gro-Low` / Gro-Low Fragrant Sumac 2`H x 7`W 2 GAL.POT VINA 33 Viburnum opulus `Nanum` / Dwarf European Viburnum 2`H x 3`W 2` HT.POT GRASSES MIYA 6 Miscanthus sinensis `Yaku Jima` / Yaku Jima Dwarf Maiden Grass 4`H x 4`W 3' HT.POT PERENNIALS HEMS 42 Hemerocallis x `Stella de Oro` / Stella de Oro Daylily 1`H x 1`W 1 GAL.POT NEPP 190 Nepeta racemosa 'Walker's Low' / Walker's Low Catmint 2`H x 2`W #2 Cont.POT SALV 49 Salvia nemorosa 'May Night' / May Night Meadow Sage 2`H x 2`W 2 GAL.POT PROJECT ISSUE / REVISION HISTORY DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY PROJECT NO. FILE NAME IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. THIS PLAN SET IS INTENDED TO BE PRINTED IN COLOR. Landform and Site to Finish are registered service marks of Landform Professional Services, LLC.®® CERTIFICATION LA N D F O R M c From Site to Finish 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net PREL I M I N A R Y NOT F O R CONS T R U C T I O N CITY SUBMITTAL SES24 JUL 2026 CITY CLIENT NORTH 0 40 80 GRIES ARCHITECTURAL GROUP INC. 500 NORTH COMMERCIAL STREET NEENAH, WI 54956 TEL: (920) 722-2445 GAG26002 L2.4 ENLARGED LANDSCAPE PLAN L203GAG002.DWG CITY SUBMITTAL JULY 24, 2026 ENLARGED PLAN PLANT SCHEDULE Contact Utility Service providers for field location of services 72 hours prior to beginning. Coordinate installation with Contractors performing related work. Low maintenance turf seed mixture (MNDOT Southern Boulevard SB) as defined in current MNDOT Seeding Manual, or approved equal. Native Seeds shall be of Minnesota (or as specified) origin and certified by the Minnesota Crop Improvement Association (MCIA). Provide verifying documentation to the Owner 30 days minimum prior to installation. Follow MNDOT Seeding Manual for planting instructions for establishment of native seed and provide coordination for required erosion prevention and sediment control. Spread topsoil to a minimum depth of (4) inches over all proposed seed and sod areas. Coordinate with grading contractor to ensure final design grades are met. Repair any and all areas disturbed beyond the project area. Repair with sod if existing area is manicured turf. Repair with seed if existing area is unmowed or unmanicured grass. Rake area to be repaired and add topsoil as defined in Note 7 prior to final sod or seed repair. Planting soil shall consist of 4 parts topsoil to 1 part peat humus, with 3 pounds of commercial fertilizer added per cubic yard. See planting details for depth of planting soil. Place plants according to layout with proper nominal spacing. Plants shown on Plant Schedule are for this sheet only. See sheet L2.1 for total quantities for design. For discrepancy between the number of plants on the Schedule and the number shown on the Drawing, the Drawing shall govern. Plant material shall conform to the American Association of Nurserymen Standards and be of hardy stock, free from disease, infestation, damage, and disfiguration. The Landscape Architect or designated representative reserves the right to reject any/all plant material not meeting these standards at the Contractor's cost. Any substitutions of plant genus, species and/or variety, or planting size shall be approved by Landscape Architect of record prior to purchase and installation. Edge planting beds with 5-inch, 1 8" thick, black, commercial grade steel edging (Sur-Loc or approved equal) except where adjacent to curbing, walks or buildings. Edge planting beds with 6-inch Black Vinyl Edging (Black Diamond or approved equal) except where adjacent to curbing, walks or buildings. Install 4 inch depth of triple-shredded hardwood mulch in Shrub Bed Areas. Install 2 to 3 inch depth of triple-shredded hardwood mulch in Perennial Bed Areas. Install a 4-foot diameter triple-shredded hardwood mulch dish around trees not placed within a Shrub or Perennial Planting Bed. Edging is not required. Install 2 to 3 inch (nominal size) grey trap rock to a depth of 4 inches in all planting beds unless noted otherwise. Landscape fabric shall be installed under all areas of rock mulch. Secure all edges and seams of fabric with 6-inch landscape staples. All existing deciduous/coniferous trees are to be trimmed of dead wood and pruned to a natural uniform shape. Irrigation is required. Irrigation shall be designed by irrigation contractor. Contractor shall submit design plan and all shop drawings and system components to Landscape Architect for review, prior to purchase and installation. Contractor shall follow all applicable codes and obtain all necessary permits from local jurisdiction. All plant material shall have a 1-year warranty. The warranty shall begin after the last plant has been installed and the Landscape Architect has approved the installation. Landscape contractor is responsible for replacing any and all plant material that dies during the warranty period. Landscape contractor shall assume all costs to any replacements. All replacements shall be same species and sizes and equal or better vigor as original installation. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. GENERAL NOTES LANDSCAPE NOTES For construction Staking and Surveying services contact Landform at 612.252.9070.1. PROJECT ISSUE / REVISION HISTORY DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY PROJECT NO. FILE NAME IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. THIS PLAN SET IS INTENDED TO BE PRINTED IN COLOR. Landform and Site to Finish are registered service marks of Landform Professional Services, LLC.®® CERTIFICATION LA N D F O R M c From Site to Finish 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net PREL I M I N A R Y NOT F O R CONS T R U C T I O N CITY SUBMITTAL SES24 JUL 2026 CITY CLIENT GRIES ARCHITECTURAL GROUP INC. 500 NORTH COMMERCIAL STREET NEENAH, WI 54956 TEL: (920) 722-2445 GAG26002 L7.1 LANDSCAPE DETAILS L701GAG002.DWG CITY SUBMITTAL JULY 24, 2026 SUBGRADE AREA DUG/TILLED TO PROMOTE ROOT GROWTH 3-5x DIA. OF ROOT BALL AREA DUG FOR PLANTING 2-3x DIA. OF ROOT BALL CUT TOP OF WIRE BASKET 1/3 (MIN) FROM TOP OF ROOTBALL. CUT TWINE FROM AROUND TOP 1/3 (MIN) OF ROOTBALL. CUT AND ROLL BACK BURLAP 1/3 (MIN) FROM TOP OF ROOTBALL. EXISTING SOIL LOOSENED PLANTING SOIL (SEE PLANS) EDGE CONDITION VARIES INSPECT FOR ENCIRCLING ROOTS TO MITIGATE FUTURE STEM GIRDLING. REJECT ANY TREES THAT ARE SEVERELY AFFECTED. REJECT TREE WITHOUT A STRONG CENTRAL LEADER. TWO ALTERNATE METHODS OF TREE STAKING ARE ILLUSTRATED AND TO BE UTILIZED ONLY IF NECESSARY. MAINTAIN TREES IN A PLUMB POSITION THROUGHOUT THE GUARANTEE PERIOD. SEE SPECIFICATIONS. FLAGGING: ONE (1) FLAG PER WIRE DOUBLE STRAND 14 GA. WIRE TREE SHALL BE PLANTED WITH ROOT FLARE EVEN WITH SOIL LINE OR FIRST MAJOR BRANCHING ROOT ONE (1) INCH BELOW SOIL LINE. IF ROOT FLARE IS NOT APPARENT IT MAY BE COVERED BY BURLAP OR SOIL. ADJUST PLANT AS NEEDED TO MAINTAIN APPROPRIATE DEPTH. 16" POLYPROPYLENE OR POLYETHYLENE (40 MIL, 1-1/2" WIDE STRAP TYP.) TREE WRAP TO FIRST BRANCH NOTES: (STAKING OPT. 1) 8' STEEL STAKE. PLACE WITHIN TWO (2) INCHES OF ROOT BALL. SET OF THREE (3) AT 120 DEGREE ANGLES. NO SCALE DECIDUOUS TREE PLANTING VA R I E S P E R S P E C I E S (S E E P L A N S ) 24 " M I N . ST A K E D E P T H 12" DIA. (STAKING OPT. 2) 2" X 2" X 24" WOOD STAKE SET AT ANGLE. SET OF THREE (3) AT 120 DEGREE ANGLES. 1 (SEE PLANS) SHREDDED HARDWOOD MULCHFOUR (4") INCHES MAX. TREE SHALL BE PLANTED WITH ROOT FLARE EVEN WITH SOIL LINE OR FIRST MAJOR BRANCHING ROOT ONE (1) INCH BELOW SOIL LINE. IF ROOT FLARE IS NOT APPARENT IT MAY BE COVERED BY BURLAP OR SOIL. ADJUST PLANT AS NEEDED TO MAINTAIN APPROPRIATE DEPTH. DOUBLE STRAND 14 GA. WIRE. VA R I E S PLANTING SOIL (SEE PLANS) EDGE CONDITION VARIES (SEE PLANS) CUT TOP OF WIRE BASKET 1/3 (MIN) FROM TOP OF BALL. CUT TWINE FROM AROUND TOP 1/3 (MIN) OF ROOTBALL. CUT AND ROLL BACK BURLAP 1/3 (MIN) FROM TOP OF ROOTBALL. 16" POLYPROPYLENE OR POLYETHYLENE (40 MIL, 1-1/2" WIDE STRAP TYP.) FLAGGING: ONE (1) PER WIRE (STAKING OPT. 1) 8' STEEL STAKE. PLACE WITHIN TWO (2) INCHES OF ROOT BALL. SET OF THREE (3) AT 120 DEGREE ANGLES. INSPECT FOR ENCIRCLING ROOTS TO MITIGATE FUTURE STEM GIRDLING. REJECT ANY TREES THAT ARE SEVERELY AFFECTED. TWO ALTERNATE METHODS OF TREE STAKING ARE ILLUSTRATED AND TO BE UTILIZED ONLY IF NECESSARY. MAINTAIN TREES IN A PLUMB POSITION THROUGHOUT THE GUARANTEE PERIOD AS DEFINED ON PLANS AND/OR SPECIFICATIONS. NOTES: NO SCALE CONIFEROUS TREE PLANTING EXISTING SUBGRADE AREA DUG/TILLED TO PROMOTE ROOT GROWTH 3-5x DIA. OF ROOT BALL EXISTING SOIL LOOSENED FOUR (4") INCHES SHREDDED HARDWOOD MULCH. MAINTAIN A TWELVE (12") INCH DIAMETER RING AROUND BASE OF TRUNK, CLEAR OF MULCH. DOUBLE STRAND 14 GA. WIRE. 12" DIA. (STAKING OPT. 2) 2" X 2" X 24" WOOD STAKE SET AT ANGLE. SET OF THREE (3) AT 120 DEGREE ANGLES. 2 SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING. PLACE PLANT AS SHOWN ON PLAN EXISTING SUBGRADE REFER TO LANDSCAPE PLAN(S) FOR GROUNDCOVER OUTSIDE SHRUB BED(S) FINISHED GRADE IF ROOTS ARE PRESENT AROUND THE EDGES OF ROOTBALL, UNCOIL OR CUT AS MANY AS POSSIBLE WITHOUT DESTROYING SOIL MASS. DIG PLANTING PIT NO DEEPER THAN HEIGHT OF ROOT BALL. NOTES: TOP OF ROOT MASS SHALL BE LEVEL WITH FINISHED GRADE PLANTING SOIL (SEE PLANS) NO SCALE SHRUB PLANTING DIG PLANTING PIT 3X WIDEST DIMENSION OF ROOT BALL ROOT BALL SITS ON EXISTING OR RECOMPACTED SUBGRADE. FOUR (4) INCH HIGH SOIL BERM CONSTRUCTED AROUND ENTIRE ROOT BALL. BERM SHALL BEGIN AT ROOT BALL EDGE. MULCH (SEE PLANS) EDGING (SEE PLANS) 3 12" 6"MIN. MIN. SPACING VARIES (SEE PLANS) IF ROOTS ARE PRESENT AROUND THE EDGES OF ROOTBALL, UNCOIL OR CUT AS MANY AS POSSIBLE WITHOUT DESTROYING SOIL MASS. NO SCALE PERENNIAL PLANTING 18" MIN. SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING. EXISTING SUBGRADE BACKFILL WITH PLANTING SOIL THAT IS THOROUGHLY TILLED AND LOOSENED. (SEE PLANS) REFER TO LANDSCAPE PLAN(S) FOR GROUNDCOVER OUTSIDE PLANTING BED EDGING MULCH CREATE SAUCER AROUND PLANT WITH PLANTING SOIL PERENNIAL PLANT MATERIAL SHALL NOT BE PLACED CLOSER THAN ONE (1) FOOT FROM EDGE OF PLANTING BED 4 NO PARK I N G NO PARK I N G NO PAR K I N G COUNTY ROAD E EAST HI G H W A Y 6 1 INVASIVE VEGETATION MITIGATION AREA (5.2 ACRES) SHO R E L A N D B O U N D A R Y PROPOSED PARCEL 2 NO PARK I N G NO PARK I N G NO PAR K I N G TR A S H PROPOSED EVERGREEN TREE BUFFER EXISTING WILLOW SHRUBS TO BE PRESERVED FEATURE POND AND LANDSCAPING PROPOSED PARCEL 1 Illustrative Site Plan APPLE FORD Gem Lake, MN 07.24.2026 NORTH 0 150 Proposed Parcel 1 - Dealership Site area = 22.94 acres Building = 121,451 s.f. Parking = 1,179 stalls Site area = 10.65 acres Proposed Parcel 2 RX 1 2 A F T - I S R X 1 2 A F T - I S UP TTTTTT TTT TTT TTTTTT TTT TTT TTTTTT TTT TTT TTTTTT TTT TTT TTTTTT TTT TTT TTTTTT TTT TTT TTTTTT TTT TTT TTTTTT TTT TTT TTTTTT TTT TTT TTTTTT TTT TTT TTTTTT TTT TTT TTTTTT TTT TTT wax pre - s o a k wax pre - s o a k soa p CE2000 230V/ 1Ph/ 50A Parts Washer TTTTTT TTT TTT RETAIL PARTS SERVICE MGR LANE MGR WORK/ KEY G.M. 4087 SF PARTS P.MGR T E C H H A L L VENDING JAN CELEBRATION BAYS F&I F&I F&I F&I SALES WORK HOTEL OFFICE ELEV. 1115 SF STARBUCKS VEST TOOLS TRACTOR/ PLOW STORAGE ELEC. SA L E S M G R FA M I L Y F & I PHOTO DETAIL ADVISORS SERVICE DRIVE WASH EQUIP. + F.PCAR WASH CUSTOMER LOUNGE SHOWROOM AL I G N 1 AL I G N 2 F&I CONF. I.T F&I WORK ROOM 224 SF STOR. CAFE OFFICE BDC DETAIL 1 DETAIL 2 DETAIL 3 DETAIL 4 DETAIL 8 DETAIL 7 DETAIL 6 DETAIL 4DETAIL 5 DETAIL 9 DETAIL 10 R2 R3 R4 R5 R6 R7 R1 DISPLAY UNI.UNI. M. TECH DETAIL MGR RECON MGR R8 S2 S3 S4 S5 S6 S7 S8 S9 S1 0 S1 1 S1 2 S1 3 S1 4 S1 5 S1 6 S1 9 S2 0 S2 1 S2 2 S2 3 S2 4 S2 6 S2 7 S2 8 S3 4 S3 5 S3 6 S3 7 S3 8 S4 1 S4 2 S4 3 S4 6 S4 7 S4 8 S4 9 S5 0 S5 1 DETAIL SUPPLIES QU I C K P A R T S WARRANTY SHOP MGR. W. TECH OFFICESTOR. ELEC. (7 ) E V + H E A V Y D U T Y B A Y S DISPLAYDISPLAYDISPLAY AF T E R MA R K E T OFFICE SA L E S LK R R . HOTEL OFFICE ME C H . 8" SLAB 40 SALES RO L L U P S E C U R I T Y DO O R ROLL UP SECURITY DOOR FI R E P R O T E C T I O N S5 2 COMPRESSOR MEZZ S1 7 S2 9 S3 0 S3 1 S4 4 S4 5 I.T EX P R E S S B A Y S PARTS LI N E O F P I T B A S E M E N T B E L O W E1 E2 E3 E4 E5 E6 E7 E8 E9 E10 TOOLS I.T S1 REDELIVERY QL UVI SERVICE UVI SERVICE UVI S1 8 S2 5 S3 3 S3 2 S3 9 S4 0 E11 82 ' - 0 " 10 9 ' - 8 " 19 4 ' - 6 " 91 ' - 3 " 12 ' - 0 " 91 ' - 3 " 464'-10"10'-0" 61 ' - 2 " 54 ' - 0 " 12 0 ' - 4 " 15 0 ' - 8 " 30'-8"96'-0"96'-0"197'-0"4'-0"41'-2" A-4.4 1 A-4.21 A-4.5 1 A-4.3 1 - --- date: job: d. by: NE E N A H O F F I C E : 50 0 N o r t h C o m m e r c i a l S t r e e t Ne e n a h W i s c o n s i n 5 4 9 5 6 Ph o n e : 9 2 0 - 7 2 2 - 2 4 4 5 ww w . g r i e s . d e s i g n HU D S O N O F F I C E : 40 0 S o u t h 2 n d S t r e e t , S u i t e # 1 3 5 Hu d s o n W i s c o n s i n 5 4 0 1 6 Ph o n e : 9 2 0 - 7 2 2 - 2 4 4 5 ww w . g r i e s . d e s i g n Reproducing Is Prohibited. Return Upon Request. ©Copyright. This Print/Computer File Gries Architectural Group, Inc. Use Only For Purpose Which Loaned. Copying Or Is The Exclusive Property Of REVISION HISTORY 7/ 2 3 / 2 0 2 6 3 : 1 6 : 3 8 P M Z: \ 2 0 2 5 \ 2 5 - 1 1 2 A p p l e F o r d W h i t e B e a r L a k e \ 2 5 - 1 1 2 _ R e vi t \ 2 5 - 1 1 2 A p p l e F o r d W h i t e B e a r L a k e . r v t A-1.1 07-23-2026 25-112 A N E W A U T O M O T I V E D E A L E R S H I P F O R : AP P L E F O R D WH I T E B E A R L A K E , M I N N E S O T A 1" = 20'-0"A-1.1 1 FIRST FLOOR PLAN NO. DESCRIPTION DATE 120,850 SQUARE FEET TRUE NORTH PLAN NORTH DN DN DN DN 15 A 1RW 15 A 1 RW St d 3 15 A 1RW 15 A 1 RW St d 3 15A1 RW 15A 1 RW Std 3 15A1 RW 15A 1 RW Std 3 15A 1 RW 15A1 RW Std 3 15A 1 RW 15A1 RW Std 3 15A 1 RW Std 3 15 A 1 RW St d 3 15A 1 RW Std 3 15 A 1 RW St d 3 15 A 1 RW St d 3 15A 1 RW Std 3 50E- 50E- St d 3 15 A 1 RW St d 3 15 A 1RW 15 A 1 RW St d 3 15 A 1 RW St d 3 50E- 50E- 15A1 RW 15A 1 RW Std 3 St d 3 St d 3 50E- 15 A 1 RW St d 3 50T- 50X- 50X- 15 A 1RW 15 A 1 RW St d 3 15 A 1 RW 15 A 1RWSt d 3 15 A 1RW 15 A 1 RW St d 3 50E- 15 A 1RW 15 A 1 RW St d 3 15A 1 RW 15A1 RW Std 3 15 A 1 RW 15 A 1RWSt d 3 15 A 1 RW St d 3 JLPD-0236-LK-1HAFHAW---JLPD-0236-LK---1HAF WURA-2424-LJSC-1HAWHAW---WURA-2424-LJSC---1HAW TJBA-3CXB-G-1HAKHAW---TJBA-3CXB-G---1HAK TA0M - 1 3 7 2 - L F - 1 H A K H A W - - - T A 0 M - 1 3 7 2 - L F - - - 1 H A K SCM - 3 4 - 3 H E - 1 H S V H A W - - - S C M - 3 4 - 3 H E - - - 1 H S V S C M - 3 4 - 3 H E - 1 H SVHAW---SCM - 3 4 - 3 H E - - - 1 H S V JLPD-0236-LK-1HAFHAW---JLPD-0236-LK---1HAFWURA-2424-LJSC-1HAWHAW---WURA-2424-LJSC---1HAW TJBA-3CXB-G-1HAKHAW---TJBA-3CXB-G---1HAK TA0M -1372-LF-1HAKHAW---TA0M -1372-LF---1HAK SCM -34-3HE-1HSVHAW---SCM -34-3HE---1HSVSCM -34-3HE-1HSVHAW---SCM -34-3HE---1HSV JLPD-0236-LK-1HAFHAW---JLPD-0236-LK---1HAF WURA-2424-LJSC-1HAWHAW---WURA-2424-LJSC---1HAWTJBA-3CXB-G-1HAKHAW---TJBA-3CXB-G---1HAK TA0M -1372-LF-1HAKHAW---TA0M -1372-LF---1HAK SCM -34-3HE-1HSVHAW---SCM -34-3HE---1HSVSCM -34-3HE-1HSVHAW---SCM -34-3HE---1HSV WOMEN'S LOCKER ROOM BREAK ROOM BDC H.R. DATA/INTERNET SERVICERS/ AUDIO 5575 SF PARTS TRAINING ROOM JANITOR CONTROL GENERAL OFFICE JAN. DEALER OFFICE +/-20 OPEN CEILING/ACC DECKING CONFERENCE ROOM FILES TABLE/CHAIR STORAGE COATS COFFEE I.T I.T OFFICE OFFICE OFFICE CO A T S PANTRY MOTHERS/ PRAYER M. W. MEN'S LOCKER ROOM FUTURE OFFICE ELEC. date: job: d. by: NE E N A H O F F I C E : 50 0 N o r t h C o m m e r c i a l S t r e e t Ne e n a h W i s c o n s i n 5 4 9 5 6 Ph o n e : 9 2 0 - 7 2 2 - 2 4 4 5 ww w . g r i e s . d e s i g n HU D S O N O F F I C E : 40 0 S o u t h 2 n d S t r e e t , S u i t e # 1 3 5 Hu d s o n W i s c o n s i n 5 4 0 1 6 Ph o n e : 9 2 0 - 7 2 2 - 2 4 4 5 ww w . g r i e s . d e s i g n Reproducing Is Prohibited. Return Upon Request. ©Copyright. This Print/Computer File Gries Architectural Group, Inc. Use Only For Purpose Which Loaned. Copying Or Is The Exclusive Property Of REVISION HISTORY 5/ 2 6 / 2 0 2 6 7 : 5 8 : 3 6 A M Z: \ 2 0 2 5 \ 2 5 - 1 1 2 A p p l e F o r d W h i t e B e a r L a k e \ 2 5 - 1 1 2 A p pl e F o r d W h i t e B e a r L a k e _ O p t i o n - 2 D . r v t A-1.2 05-26-2026 25-112 A N E W A U T O M O T I V E D E A L E R S H I P F O R : AP P L E F O R D WH I T E B E A R L A K E , M I N N E S O T A NO. DESCRIPTION DATE 3/32" = 1'-0"A-1.2 1 SECOND FLOOR 23,460 SF MATERIAL SUMMARYKEY NOTE MATERIAL SUMMARYKEY NOTE MATERIAL SUMMARYKEY NOTE MATERIAL SUMMARYKEY NOTE BES-1 BUILDING EXTERIOR SIGNAGE: (BY OWNER) MANUFACTURER: AGI STYLE/TYPE: FORD SIGNAGE, REFER TO EXTERIOR ELEVATIONS POWER REQUIREMENTS: POWER IS REQUIRED, REFER TO ELECTRICAL DRAWINGS. COORDINATE W/ OWNER AND SIGNAGE VENDOR. NOTE: CONTRACTOR TO PROVIDE REQUIRED BLOCKING (BLOCKING TO BE PAINTED, WHERE EXPOSED, TO MATCH WALL PANEL COLOR) INSTALL ACCESS PANELS AT LOCATIONS WHERE NEEDED, REFER TO PLANS. OWNER NOTE: EXTERIOR SIGNAGE IS PURCHASED BY OWNER & INSTALLED BY SIGN MFR. VENDOR. EXTERIOR FINISH LEGEND SHEATHING FASTENER NOTE: FASTEN ALL WOOD-BASED PANELS TO COLD-FORM FRAMING W/ SELF-TAPPING CORROSION RESISTANT SCREWS. PNEUMATICALLY DRIVEN PINS FOR WOOD- BASED PANEL ATTACHMENT WILL NOT BE ACCEPTED. CURTAINWALL/ STOREFRONT NOTE: PROVIDE PREFINISHED ALUMINUM SLIP HEAD TO MATCH ALUMINUM STOREFRONT/ CURTAIN WALL SYSTEM. PROVIDE PREFINISHED EXTRUDED ALUMINUM- THERMALLY BROKEN SILL FLASHING WITH END DAMS. INSTALL WITH A POSITIVE SLOPE AWAY FROM INTERIOR AND SET IN SEALANT PER MANUFACTURER'S WRITTEN SPECIFICATIONS. PROVIDE ALL SHIMS, SEALANT & BACKER ROD PER MANUFACTURER'S SPECIFICATIONS. ACM-1 METAL PANEL (A.C.M.): MFR: ALPOLIC, 4MM THICK COLOR: EWH WHITE SYSTEM/TYPE: COMPLETE RAIN SCREEN ACM SYSTEM LOCATION: EXTERIOR WALLS, REFER TO PLANS & ELEVATIONS CW-1 ALUMINUM CURTAINWALL SYSTEM: MFR: KAWNEER STYLE: 1600-2, STRUCTURAL SILICONE GLAZING AT VERTICAL MULLIONS, EXPRESSED CLEAR ANODIZED FRAME AT HORIZONTAL MULLIONS GLAZING: 1" INSULATED, PPG, SOLARBAN 60, CLEAR FINISH/COLOR: CLEAR ANODIZED, CLASS I LOCATION: EXTERIOR WALLS, REFER TO PLANS & ELEVATIONS TR-1 METAL TRELLIS: MANUFACTURER: AGI NOTE: PROVIDED AND INSTALLED BY OWNER'S VENDOR (AGI) SF-1 ALUMINUM STOREFRONT SYSTEM: MFR: KAWNEER TRIFAB 451T (BASIS OF DESIGN) STYLE: 2"X4" STOREFRONT FRAMING GLAZING: 1" INSULATED, PPG, SOLARBAN 60, CLEAR FINISH/COLOR: CLEAR ANODIZED, CLASS I LOCATION: EXTERIOR WALLS, REFER TO PLANS & ELEVATIONS PB-1 PIPE BOLLARD (W/ PV.C. COVER): BOLLARD: STL. CONC. FILLED, REFER TO PLANS, NOTES, & DETAILS. PVC COVER MFR: T.B.D. COLOR: WHITE WITH (2) YELLOW STRIPES OD-1 OVERFLOW DRAIN: STYLE: BRASS LAMBS TONGUE W/ BIRD SCREEN WP-1 WALL PACK LIGHT FIXTURE REFER TO ELECTRICAL PLANS. BR-1 BRICK VENEER: MFR: ECHELON TYPE: ARIA SLIM STONE COLOR: ALABASTER, GROUND FACE LOCATION: REFER TO PLANS AND ELEVATIONS NOTES: EXPOSED CUT ENDS TO BE GROUND TO MATCH FINISHED FACE PC-1 PRECAST CONCRETE WALL PANEL (INSULATED): MFR: WELLS STYLE/TYPE: 10" THICK., INSUL. WALL PANEL SYSTEM, INTEGRALLY COLORED; ACID ETCH; AGGREGATE: GRANITE FALLS MERIDIAN 1/2"; CEMENT: FEDERAL WHITE PLC/LEHIGH PLC; SAND: EVENSON TORPEDO SAND/FORT DODGE MFG; DYE: #0615 CAVE GRAY - 1% LOCATION: EXTERIOR WALLS, REFER TO PLANS & ELEVATIONS CONTROL JOINT NOTE: PROVIDE MASONRY CONTROL JOINTS AS RECOMMENDED BY MASONRY CONTRACTOR AND BLOCK SUPPLIER. CONTROL JOINTS NOT TO EXCEED 30'-0" MAX AND 20'-0" MIN. ALL CONTROL JOINT LAYOUTS TO BE REVIEWED BY ARCHITECT/ ENGINEER AT TIME OF CONSTRUCTION/ SHOP DRAWING SUBMITTAL. ALL ELEVATIONS AND LAYOUT ARE BASE ON STANDARD MODULAR BLOCK SIZES. CONTRACTOR RESPONSIBLE FOR ANY ADJUSTMENTS IN SIZES REQUIRED IF THEY CHANGE MATERIAL SIZES. CW-2 ALUMINUM CURTAINWALL SYSTEM: MFR: KAWNEER STYLE: 1600-2, STRUCTURAL SILICONE GLAZING AT VERTICAL MULLIONS, EXPRESSED CLEAR ANODIZED FRAME AT HORIZONTAL MULLIONS GLAZING: 1" INSULATED, PPG, SOLARBAN 60, SPANDREL FINISH/COLOR: CLEAR ANODIZED, CLASS I LOCATION: EXTERIOR WALLS, REFER TO PLANS & ELEVATIONS D-1 ALUMINUM ENTRANCE W/ INSUL. GLAZING: MANUFACTURER: KAWNEER 350 OR EQUAL STYLE: REFER TO DOOR SCHEDULE & ELEVATIONS (MED. STILE) GLAZING: 1" INSULATED, TEMPERED, PPG, SOLARBAN 60, CLEAR COLOR: CLEAR ANODIZED LOCATION: EXTERIOR, REFER TO PLANS & ELEVATIONS D-3 HOLLOW METAL DOOR INSUL (W/ GLAZING AS NOTED/SHOWN): STYLE: HOLLOW METAL, PAINTED, REFER TO DOOR SCHEDULE & ELEVATIONS LOCATION: EXTERIOR, REFER TO PLANS & ELEVATIONS D-4 D-7 OVERHEAD DOOR INSUL-ALUM. W/ GLAZING (HIGH SPEED): MANUFACTURER: RYTEC OR HORMANN STYLE: ALUMINUM W/ INSUL. GLAZING GLAZING: INSULATED, TEMPERED, PPG, SOLARBAN 60, CLEAR FINISH/COLOR: CLEAR ANODIZED LOCATION: EXTERIOR, REFER TO PLANS & ELEVATIONS D-6 OVERHEAD DOOR INSUL-PREFINISHED: MANUFACTURER: OVERHEAD DOOR COMPANY OR EQUAL STYLE: REFER TO DOOR SCHEDULE & ELEVATIONS COLOR: WHITE LOCATION: EXTERIOR, REFER TO PLANS & ELEVATIONS OVERHEAD DOOR INSUL-PREFINISHED: MANUFACTURER: OVERHEAD DOOR COMPANY OR EQUAL STYLE: REFER TO DOOR SCHEDULE & ELEVATIONS GLAZING: (2) ROW, INSUL., CLEAR, GLAZING PAINT COLOR: WHITE LOCATION: EXTERIOR, REFER TO PLANS & ELEVATIONS MTL. WALL COPING (PRE-FINISHED): MFR: UNI-CLAD, PAC-CLAD OR EQUAL STYLE: PRE-FINISHED MTL. COPING SYSTEM FINISH/COLOR: FINISH & COLOR TO MATCH ADJACENT WALL COLOR LOCATION: EXTERIOR WALLS, REFER TO PLANS & ELEVATIONS CP-1 A.C.M. COPING SYSTEM (WALL COPING) MFR: ALPOLIC COLOR: MATCH ACM-1 SYSTEM/ TYPE: DRY JOINT SYSTEM (RAIN-SCREEN) LOCATION: EXTERIOR WALLS - COPING WHERE ACM IS LOCATED - REFER TO PLANS AND ELEVATIONS CP-2 TR-2 METAL TRELLIS: MANUFACTURER: AGI NOTE: PROVIDED AND INSTALLED BY OWNER'S VENDOR (AGI) BES-2 BUILDING EXTERIOR SIGNAGE: (BY OWNER) MANUFACTURER: AGI STYLE/TYPE: DEALER SIGNAGE, REFER TO EXTERIOR ELEVATIONS POWER REQUIREMENTS: POWER IS REQUIRED, REFER TO ELECTRICAL DRAWINGS. COORDINATE W/ OWNER AND SIGNAGE VENDOR. NOTE: CONTRACTOR TO PROVIDE REQUIRED BLOCKING (BLOCKING TO BE PAINTED, WHERE EXPOSED, TO MATCH WALL PANEL COLOR) INSTALL ACCESS PANELS AT LOCATIONS WHERE NEEDED, REFER TO PLANS. OWNER NOTE: EXTERIOR SIGNAGE IS PURCHASED BY OWNER & INSTALLED BY SIGN MFR. VENDOR. BES-3 BUILDING EXTERIOR SIGNAGE: (BY OWNER) MANUFACTURER: AGI STYLE/TYPE: SERVICE SIGNAGE, REFER TO EXTERIOR ELEVATIONS POWER REQUIREMENTS: POWER IS REQUIRED, REFER TO ELECTRICAL DRAWINGS. COORDINATE W/ OWNER AND SIGNAGE VENDOR. NOTE: CONTRACTOR TO PROVIDE REQUIRED BLOCKING (BLOCKING TO BE PAINTED, WHERE EXPOSED, TO MATCH WALL PANEL COLOR) INSTALL ACCESS PANELS AT LOCATIONS WHERE NEEDED, REFER TO PLANS. OWNER NOTE: EXTERIOR SIGNAGE IS PURCHASED BY OWNER & INSTALLED BY SIGN MFR. VENDOR. NOTE: EXTERIOR SIGNAGE IS PROVIDED AND INSTALLED BY AGI. GC TO COORDINATE STRUCTURAL AND ELECTRICAL REQUIREMENTS WITH AGI. REFER TO PLANS AND SECTIONS FOR ADDT'L. INFO. AGI SIGNAGE CONTACT: JERRY OVERTON 865-604-4393 JSOVERTON@AGI.NET D-2 ALUMINUM ENTRANCE W/ INSUL. GLAZING: MANUFACTURER: KAWNEER 350 OR EQUAL STYLE: REFER TO DOOR SCHEDULE & ELEVATIONS (MED. STILE) GLAZING: 1" INSULATED, TEMPERED, PPG, SOLARBAN 60, CLEAR COLOR: BLACK ANODIZED LOCATION: EXTERIOR, REFER TO PLANS & ELEVATIONS D-5 OVERHEAD DOOR INSUL-ALUM. W/ GLAZING (LOW SPEED): MANUFACTURER: RYTEC OR HORMANN STYLE: ALUMINUM W/ INSUL. GLAZING GLAZING: INSULATED, TEMPERED, PPG, SOLARBAN 60, CLEAR FINISH/COLOR: CLEAR ANODIZED LOCATION: EXTERIOR, REFER TO PLANS & ELEVATIONS D-8 OVERHEAD DOOR POLYCARBONATE PANELS W/ ALUM. FRAME: MANUFACTURER: OVERHEAD DOOR COMPANY OR EQUAL STYLE: REFER TO DOOR SCHEDULE & ELEVATIONS LOCATION: EXTERIOR, REFER TO PLANS & ELEVATIONS SF-2 ALUMINUM STOREFRONT SYSTEM: MFR: KAWNEER TRIFAB 451T (BASIS OF DESIGN) STYLE: 2"X4" STOREFRONT FRAMING GLAZING: 1" INSULATED, PPG, SOLARBAN 60, CLEAR FINISH/COLOR: BLACK ANODIZED, CLASS I LOCATION: EXTERIOR WALLS, REFER TO PLANS & ELEVATIONS ST-1 CAST STONE SILL NOTE: REFER TO DETAILS FOR ADDT'L. INFO. BRICK VENEER: MANUFACTURER:MUTUAL MATERIALS STYLE/COLOR:PEWTER MISSION, RUNNING BOND COLORED MORTAR:SM100 GRAY CONTACT:MUTUAL MATERIALS -888-688-8250 WOOD CLADDING: MANUFACTURER:IDENTITY WOOD PRODUCTS STYLE:SEALED FACE AND BACK, 5/8" THICK X 7 1/4" WIDE. ALUM. TRIM POWDER COATED TO MATCH CLADDING COLOR:1200 -PRETZEL MEDIUM BROWN WITH DARK BROWN GLAZE, 1/16" REVEAL CONTACT:IDENTITY WOOD PRODUCTS -770-704-7140 EXTERIOR CANOPY: MFR:AWNEX TYPE/SPEC:COLORADO SOFFIT SYSTEM CANTILEVERED SUPPORT, 12" OPEN FACE, REAR GUTTER FINISH/COLOR:RAL#7201 MATTE BLACK LOCATION:EXTERIOR CANOPY CONTACT:AWNEX -770-704-7140 BR-2 WD-1 MTL. WALL COPING (PRE-FINISHED): MFR: UNI-CLAD, PAC-CLAD OR EQUAL STYLE: PRE-FINISHED MTL. COPING SYSTEM FINISH/COLOR: TO MATCH RAL#7021, MATTE BLACK, MT0028-FLAT BLACK LOCATION: EXTERIOR WALLS, REFER TO PLANS & ELEVATIONS CP-3 BES-4 BUILDING EXTERIOR SIGNAGE: (BY TENANT & TENANT'S SIGN VENDOR) MANUFACTURER: AS DIRECTED BY TENANT/TENANT'S FRANCHISE. STYLE/TYPE: AS DIRECTED BY TENANT/TENANT'S FRANCHISE. POWER REQUIREMENTS: NONE - LIGHTED SIGNS ARE NOT PERMITTED. NOTE: CONTRACTOR TO PROVIDE REQUIRED BLOCKING (BLOCKING TO BE PAINTED, WHERE EXPOSED, TO MATCH WALL PANEL COLOR) INSTALL ACCESS PANELS AT LOCATIONS WHERE NEEDED, REFER TO PLANS CPY-1 SF-3 ALUMINUM STOREFRONT SYSTEM: MFR: KAWNEER TRIFAB 451T (BASIS OF DESIGN) STYLE: 2"X4" STOREFRONT FRAMING GLAZING: 1" INSULATED, PPG, SOLARBAN 60, SPANDREL FINISH/COLOR: BLACK ANODIZED, CLASS I LOCATION: EXTERIOR WALLS, REFER TO PLANS & ELEVATIONS ACM CANOPY ACM MANUFACTURER:ALPOLIC MATERIAL:COMPLETE RAIN SCREEN ACM SYSTEM COLOR: TBD LOCATION:FACADE, REFER TO EXTERIOR ELEVATIONS CPY-2 date: job: d. by: NE E N A H O F F I C E : 50 0 N o r t h C o m m e r c i a l S t r e e t Ne e n a h W i s c o n s i n 5 4 9 5 6 Ph o n e : 9 2 0 - 7 2 2 - 2 4 4 5 ww w . g r i e s . d e s i g n HU D S O N O F F I C E : 40 0 S o u t h 2 n d S t r e e t , S u i t e # 1 3 5 Hu d s o n W i s c o n s i n 5 4 0 1 6 Ph o n e : 9 2 0 - 7 2 2 - 2 4 4 5 ww w . g r i e s . d e s i g n Reproducing Is Prohibited. Return Upon Request. ©Copyright. This Print/Computer File Gries Architectural Group, Inc. Use Only For Purpose Which Loaned. Copying Or Is The Exclusive Property Of REVISION HISTORY 7/ 2 3 / 2 0 2 6 3 : 1 6 : 3 9 P M Z: \ 2 0 2 5 \ 2 5 - 1 1 2 A p p l e F o r d W h i t e B e a r L a k e \ 2 5 - 1 1 2 _ R e vi t \ 2 5 - 1 1 2 A p p l e F o r d W h i t e B e a r L a k e . r v t A-4.1 07-23-2026 25-112 A N E W A U T O M O T I V E D E A L E R S H I P F O R : AP P L E F O R D WH I T E B E A R L A K E , M I N N E S O T A NO. DESCRIPTION DATE NORTH ELEVATION (11,464 S.F. TOTAL): PRIMARY MATERIALS (79%): • GLASS: 2,959 S.F (26%) • BRICK: 181 S.F. (2%) • PRECAST: 5,851 S.F. (51%) SECONDARY MATERIALS (21%): • ACM: 1,922 S.F. (17%) • STEEL DOORS: 551 S.F. (4%) SOUTH ELEVATION (11,460 S.F. TOTAL): PRIMARY MATERIALS (62%): • GLASS: 2,366 S.F (21%) • BRICK: 926 S.F. (8%) • PRECAST: 3,842 S.F. (33%) SECONDARY MATERIALS (31%): • ACM: 3,293 S.F. (29%) • STEEL DOORS: 267 S.F. (2%) ACCENT MATERIALS (7%): • WOOD: 106 S.F. (1%) • GRAPHICS: 660 S.F. (6%) EXTERIOR MATERIALS TOTAL WALL ELEVATION (43,270 S.F. TOTAL): PRIMARY MATERIALS (69%): • GLASS: 12,242 S.F (28%) • BRICK: 2,775 S.F. (6%) • PRECAST: 15,215 S.F. (35%) SECONDARY MATERIALS (28%): • ACM: 9,603 S.F. (22%) • STEEL DOORS: 2,475 S.F. (6%) ACCENT MATERIALS (3%): • WOOD: 300 S.F. (1%) • GRAPHICS: 660 S.F. (2%) EAST ELEVATION (10,174 S.F. TOTAL): PRIMARY MATERIALS (72%): • GLASS: 6,277 S.F (61%) • BRICK: 1,133 S.F. (11%) SECONDARY MATERIALS (26%): • ACM: 2,546 S.F. (25%) • STEEL DOORS: 24 S.F. (1%) ACCENT MATERIALS (2%): • WOOD: 194 S.F. (2%) WEST ELEVATION (10,172 S.F. TOTAL): PRIMARY MATERIALS (66%): • GLASS: 640 S.F (6%) • BRICK: 535 S.F. (5%) • PRECAST: 5,522 S.F. (55%) SECONDARY MATERIALS (34%): • ACM: 1,842 S.F. (18%) • STEEL DOORS: 1,633 S.F. (16%) FIRST FLOOR 100' -0" TOP/ WALL (SHOWROOM) 128' -0" TOP/ WALL 120' -0" A-4.2 3A-4.2 2 FIRST FLOOR 100' -0" TOP/ WALL (SHOWROOM) 128' -0" TOP/ WALL 120' -0" ACM-1 BR-1 SF-1 SF-2 D-2D-1SF-1 WP-1 WP-1 ST-1 ST-1 BR-1D-4 D-3 D-4 D-4 D-4 CP-1 TR-2 BES-3 BR-2 WD-1 CP-3 BES-4 CPY-1 PB-1PB-1 PB-1 PB-1 PB-1 PB-1 PB-1D-4SF-3 CPY-2SF-1 SF-3 CPY-2 FIRST FLOOR 100' -0" TOP/ WALL (SHOWROOM) 128' -0" TOP/ WALL 120' -0" CW-1 CW-2 CP-2 CP-1 ACM-1CW-1 D-1 TR-1 BES-1 BES-2 date: job: d. by: NE E N A H O F F I C E : 50 0 N o r t h C o m m e r c i a l S t r e e t Ne e n a h W i s c o n s i n 5 4 9 5 6 Ph o n e : 9 2 0 - 7 2 2 - 2 4 4 5 ww w . g r i e s . d e s i g n HU D S O N O F F I C E : 40 0 S o u t h 2 n d S t r e e t , S u i t e # 1 3 5 Hu d s o n W i s c o n s i n 5 4 0 1 6 Ph o n e : 9 2 0 - 7 2 2 - 2 4 4 5 ww w . g r i e s . d e s i g n Reproducing Is Prohibited. Return Upon Request. ©Copyright. This Print/Computer File Gries Architectural Group, Inc. Use Only For Purpose Which Loaned. Copying Or Is The Exclusive Property Of REVISION HISTORY 7/ 2 3 / 2 0 2 6 3 : 1 5 : 5 5 P M Z: \ 2 0 2 5 \ 2 5 - 1 1 2 A p p l e F o r d W h i t e B e a r L a k e \ 2 5 - 1 1 2 _ R e vi t \ 2 5 - 1 1 2 A p p l e F o r d W h i t e B e a r L a k e . r v t A-4.2 07-23-2026 25-112 A N E W A U T O M O T I V E D E A L E R S H I P F O R : AP P L E F O R D WH I T E B E A R L A K E , M I N N E S O T A NO. DESCRIPTION DATE 1/16" = 1'-0"A-4.2 1 EAST ELEVATION 1/8" = 1'-0"A-4.2 2 EAST ELEVATION - PART 'A' 1/8" = 1'-0"A-4.2 3 EAST ELEVATION - PART 'B' FIRST FLOOR 100' -0" TOP/ WALL (CAR WASH/DETAIL) 118' -0" TOP/ WALL (SERVICE) 124' -0" TOP/ WALL (SHOWROOM) 128' -0" A-4.3 3A-4.3 2 A-4.3 4 FIRST FLOOR 100' -0" TOP/ WALL (SERVICE) 124' -0" TOP/ WALL (SHOWROOM) 128' -0" CW-2 CW-1 CP-2 CP-2CP-1ACM-1 WP-1WP-1WP-1WP-1 SF-1SF-1 SF-1 SF-1 SF-1D-1D-1CW-1 CP-1 ACM-1 BR-1 ST-1 D-5 D-5 D-5 D-5 SF-1 D-1 D-3D-7 PC-1 TR-1 PB-1 PB-1 PB-1 PB-1 PB-1 PB-1 PB-1 FIRST FLOOR 100' -0" TOP/ WALL (SERVICE) 124' -0" TOP/ WALL (SHOWROOM) 128' -0"PC-1CP-2 PC-1CP-2 SF-1 SF-1 SF-1 SF-1 D-4D-3D-4D-3 WP-1WP-1WP-1WP-1WP-1WP-1WP-1WP-1 PB-1PB-1PB-1PB-1 FIRST FLOOR 100' -0" TOP/ WALL (CAR WASH/DETAIL) 118' -0" TOP/ WALL (SERVICE) 124' -0" D-8D-3D-6D-3D-3D-6 SF-1 SF-1 WP-1WP-1WP-1WP-1 CP-2 PC-1 PB-1 PB-1 PB-1 PB-1 PB-1 PB-1 date: job: d. by: NE E N A H O F F I C E : 50 0 N o r t h C o m m e r c i a l S t r e e t Ne e n a h W i s c o n s i n 5 4 9 5 6 Ph o n e : 9 2 0 - 7 2 2 - 2 4 4 5 ww w . g r i e s . d e s i g n HU D S O N O F F I C E : 40 0 S o u t h 2 n d S t r e e t , S u i t e # 1 3 5 Hu d s o n W i s c o n s i n 5 4 0 1 6 Ph o n e : 9 2 0 - 7 2 2 - 2 4 4 5 ww w . g r i e s . d e s i g n Reproducing Is Prohibited. Return Upon Request. ©Copyright. This Print/Computer File Gries Architectural Group, Inc. Use Only For Purpose Which Loaned. Copying Or Is The Exclusive Property Of REVISION HISTORY 7/ 2 3 / 2 0 2 6 3 : 1 5 : 5 8 P M Z: \ 2 0 2 5 \ 2 5 - 1 1 2 A p p l e F o r d W h i t e B e a r L a k e \ 2 5 - 1 1 2 _ R e vi t \ 2 5 - 1 1 2 A p p l e F o r d W h i t e B e a r L a k e . r v t A-4.3 07-23-2026 25-112 A N E W A U T O M O T I V E D E A L E R S H I P F O R : AP P L E F O R D WH I T E B E A R L A K E , M I N N E S O T A Author NO. DESCRIPTION DATE 1/16" = 1'-0"A-4.3 1 NORTH ELEVATION 1/8" = 1'-0"A-4.3 2 NORTH ELEVATION - PART 'A' 1/8" = 1'-0"A-4.3 3 NORTH ELEVATION - PART 'B' 1/8" = 1'-0"A-4.3 4 NORTH ELEVATION - PART 'C' FIRST FLOOR 100' -0" TOP/ WALL (CAR WASH/DETAIL) 118' -0" TOP/ WALL (SERVICE) 124' -0" TOP/ WALL (SHOWROOM) 128' -0" TOP/ WALL 120' -0" A-4.4 2 A-4.4 3 A-4.4 4 FIRST FLOOR 100' -0" TOP/ WALL (CAR WASH/DETAIL) 118' -0" TOP/ WALL (SERVICE) 124' -0" TOP/ WALL (SHOWROOM) 128' -0" TOP/ WALL 120' -0" D-3D-4 SF-1SF-1 SF-1SF-1 WP-1 WP-1 WP-1WP-1 WP-1 WP-1 WP-1 WP-1 D-3D-3D-6D-3D-8 PC-1 CP-2 CP-2PC-1 CP-2PC-1 PB-1PB-1 PB-1 PB-1 PB-1 PB-1 FIRST FLOOR 100' -0" TOP/ WALL (SERVICE) 124' -0" TOP/ WALL (SHOWROOM) 128' -0" TOP/ WALL 120' -0" ACM-1 CP-1 SF-1 ACM-1 CP-1 WP-1 WP-1 ST-1 BR-1D-3D-4 PB-1PB-1 CPY-2 SF-3 SF-1CPY-2 SF-3 CPY-2 SF-1 SF-3 SF-1 SF-3 GRAPHIC GRAPHIC FIRST FLOOR 100' -0" TOP/ WALL (SHOWROOM) 128' -0" TOP/ WALL 120' -0" CW-2 CW-1 CW-1 ACM-1 CP-1 ACM-1 CP-1 D-1D-2SF-2BR-1 ST-1 TR-1 BR-2 WD-1CP-3 BES-4 CPY-1 date: job: d. by: NE E N A H O F F I C E : 50 0 N o r t h C o m m e r c i a l S t r e e t Ne e n a h W i s c o n s i n 5 4 9 5 6 Ph o n e : 9 2 0 - 7 2 2 - 2 4 4 5 ww w . g r i e s . d e s i g n HU D S O N O F F I C E : 40 0 S o u t h 2 n d S t r e e t , S u i t e # 1 3 5 Hu d s o n W i s c o n s i n 5 4 0 1 6 Ph o n e : 9 2 0 - 7 2 2 - 2 4 4 5 ww w . g r i e s . d e s i g n Reproducing Is Prohibited. Return Upon Request. ©Copyright. This Print/Computer File Gries Architectural Group, Inc. Use Only For Purpose Which Loaned. Copying Or Is The Exclusive Property Of REVISION HISTORY 7/ 2 3 / 2 0 2 6 3 : 1 6 : 0 1 P M Z: \ 2 0 2 5 \ 2 5 - 1 1 2 A p p l e F o r d W h i t e B e a r L a k e \ 2 5 - 1 1 2 _ R e vi t \ 2 5 - 1 1 2 A p p l e F o r d W h i t e B e a r L a k e . r v t A-4.4 07-23-2026 25-112 A N E W A U T O M O T I V E D E A L E R S H I P F O R : AP P L E F O R D WH I T E B E A R L A K E , M I N N E S O T A NO. DESCRIPTION DATE 1/16" = 1'-0"A-4.4 1 SOUTH ELEVATION 1/8" = 1'-0"A-4.4 2 SOUTH ELEVATION - PART 'A' 1/8" = 1'-0"A-4.4 3 SOUTH ELEVATION - PART 'B' 1/8" = 1'-0"A-4.4 4 SOUTH ELEVATION - PART 'C' FIRST FLOOR 100' -0" TOP/ WALL (CAR WASH/DETAIL) 118' -0" TOP/ WALL (SERVICE) 124' -0" TOP/ WALL (SHOWROOM) 128' -0" TOP/ WALL 120' -0" A-4.5 3 A-4.5 2 FIRST FLOOR 100' -0" TOP/ WALL (CAR WASH/DETAIL) 118' -0" TOP/ WALL (SERVICE) 124' -0" TOP/ WALL (SHOWROOM) 128' -0" PC-1 PC-1 PC-1 CP-2 CP-2 CP-2 WP-1 WP-1 WP-1 WP-1 WP-1 WP-1 WP-1 WP-1 WP-1 WP-1 SF-1 SF-1 D-6 D-6 D-6 D-6 D-6 D-6 D-6PB-1 PB-1 PB-1 PB-1 PB-1 PB-1 PB-1 PB-1 FIRST FLOOR 100' -0" TOP/ WALL (SHOWROOM) 128' -0" TOP/ WALL 120' -0" ACM-1 BR-1 D-3D-6D-6D-6D-6D-3D-4D-4D-4D-4 WP-1 WP-1 WP-1 WP-1 WP-1 WP-1 WP-1 WP-1 WP-1 CP-1 CP-1 ST-1 PB-1 PB-1 PB-1 PB-1 PB-1 PB-1 PB-1 PB-1 PB-1 PB-1 date: job: d. by: NE E N A H O F F I C E : 50 0 N o r t h C o m m e r c i a l S t r e e t Ne e n a h W i s c o n s i n 5 4 9 5 6 Ph o n e : 9 2 0 - 7 2 2 - 2 4 4 5 ww w . g r i e s . d e s i g n HU D S O N O F F I C E : 40 0 S o u t h 2 n d S t r e e t , S u i t e # 1 3 5 Hu d s o n W i s c o n s i n 5 4 0 1 6 Ph o n e : 9 2 0 - 7 2 2 - 2 4 4 5 ww w . g r i e s . d e s i g n Reproducing Is Prohibited. Return Upon Request. ©Copyright. This Print/Computer File Gries Architectural Group, Inc. Use Only For Purpose Which Loaned. Copying Or Is The Exclusive Property Of REVISION HISTORY 7/ 2 3 / 2 0 2 6 3 : 1 6 : 0 4 P M Z: \ 2 0 2 5 \ 2 5 - 1 1 2 A p p l e F o r d W h i t e B e a r L a k e \ 2 5 - 1 1 2 _ R e vi t \ 2 5 - 1 1 2 A p p l e F o r d W h i t e B e a r L a k e . r v t A-4.5 07-23-2026 25-112 A N E W A U T O M O T I V E D E A L E R S H I P F O R : AP P L E F O R D WH I T E B E A R L A K E , M I N N E S O T A NO. DESCRIPTION DATE 1/16" = 1'-0"A-4.5 1 WEST ELEVATION 1/8" = 1'-0"A-4.5 2 WEST ELEVATION - PART 'A' 1/8" = 1'-0"A-4.5 3 WEST ELEVATION - PART 'B' date: job: d. by: NE E N A H O F F I C E : 50 0 N o r t h C o m m e r c i a l S t r e e t Ne e n a h W i s c o n s i n 5 4 9 5 6 Ph o n e : 9 2 0 - 7 2 2 - 2 4 4 5 ww w . g r i e s . d e s i g n HU D S O N O F F I C E : 40 0 S o u t h 2 n d S t r e e t , S u i t e # 1 3 5 Hu d s o n W i s c o n s i n 5 4 0 1 6 Ph o n e : 9 2 0 - 7 2 2 - 2 4 4 5 ww w . g r i e s . d e s i g n Reproducing Is Prohibited. Return Upon Request. ©Copyright. This Print/Computer File Gries Architectural Group, Inc. Use Only For Purpose Which Loaned. Copying Or Is The Exclusive Property Of REVISION HISTORY 7/ 2 3 / 2 0 2 6 3 : 1 6 : 2 8 P M Z: \ 2 0 2 5 \ 2 5 - 1 1 2 A p p l e F o r d W h i t e B e a r L a k e \ 2 5 - 1 1 2 _ R e vi t \ 2 5 - 1 1 2 A p p l e F o r d W h i t e B e a r L a k e . r v t A-4.6 07-23-2026 25-112 A N E W A U T O M O T I V E D E A L E R S H I P F O R : AP P L E F O R D WH I T E B E A R L A K E , M I N N E S O T A NO. DESCRIPTION DATE A-4.6 1 EXTERIOR PERSPECTIVE 1 A-4.6 2 EXTERIOR PERSPECTIVE 2 A-4.6 3 EXTERIOR PERSPECTIVE 3 A-4.6 4 EXTERIOR PERSPECTIVE 4 Landform®, SensiblyGreen® and Site to Finish® are registered service marks of Landform Professional Services, LLC I hereby certify that this plan 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. PRELIMINARY 07/24/2026 Steven Sabraski Date License No. 47165 TABLE OF CONTENTS ...................................................................................................................................................................... 1 INTRODUCTION ..................................................................................................................................................... 1 JURISDICTIONAL BODIES AND REQUIREMENTS .................................................................................................... 1 City of Gem Lake ............................................................................................................................................... 1 MPCA................................................................................................................................................................. 1 EXISTING SITE CONDITIONS AND DRAINAGE PATTERNS ...................................................................................... 1 PROPOSED ON-SITE STORM WATER MANAGEMENT ........................................................................................... 1 Rate Control ...................................................................................................................................................... 1 Abstraction ........................................................................................................................................................ 2 CONCLUSION ......................................................................................................................................................... 2 CONTACT INFORMATION ...................................................................................................................................... 3 APPENDICIES APPENDIX A: EXISTING SOIL SURVEY AND GEOTECHNICAL REPORT APPENDIX B: EXISTING DRAINAGE MAP & HYDROCAD MODEL APPENDIX C: PROPOSED DRAINAGE MAP & HYDROCAD MODEL APPENDIX D: OTHER PROPOSED HYDROLOGY CALCULATIONS APPENDIX E: STORM SEWER DRAINAGE MAP & CALCULATIONS Apple Ford, Gem Lake, MN July 24, 2026 GAG26002 1 INTRODUCTION The proposed redevelopment will consist of a new commercial building containing 121,000 s.f, of vehicle sales, and vehicle service encompassing 33.6 acres located at 1493 COUNTY ROAD E in the City of Gem Lake, Minnesota. There will also be new private concrete walks, a parking lot, driveways, utilities, and underground and above ground stormwater detention systems. JURISDICTIONAL BODIES AND REQUIREMENTS The City of Gem Lake and Minnesota Pollution Control Agency (MPCA) have review jurisdiction over storm water runoff from the proposed re/development at this site. City of Gem Lake The city requires that the peak discharge rate from the 2-year, 10-year, and 100-year, 24-hour rainfall events be at or below the existing rates. The site must also abstract 1.1-inch of runoff from the newly added and fully reconstructed impervious surfaces. Water quality requirements must comply with MPCA requirements. Storm sewers must be designed to carry the runoff from a 10-year, 24-hour storm. MPCA The state National Pollutant Discharge Elimination System (NPDES) / State Disposal System Program and the Construction Stormwater General Permit requires retention on site of 1-inch of runoff from all new impervious surfaces where they replace one (1) of more acres of vegetation or pervious surface. EXISTING SITE CONDITIONS AND DRAINAGE PATTERNS The parcel is occupied by a auto dealership building. The topography of the site is primarily gently sloping terrain from with one third sloping south and the rest sloping to the north and east with elevations ranging from 975 to 955. The site is covered by farmyard and commercial buildings and pavement. Soils are SCS Types D per the National Resource Conservation Service maps. Geotechnical borings show mostly clayey sand (SC). Most of the site surface drains North into the wetland, where the remaining portion of the site drains south into storm sewer located in County Road E Refer to Appendix A for additional information. PROPOSED ON-SITE STORM WATER MANAGEMENT The design goal of the proposed drainage plan is to follow the existing drainage patterns to the extent possible and to meet the City of Gem Lake and the MPCA’s stormwater requirements. Rate Control The detention ponds and outlet control structures will combined provide rate control. Table 1-3 compares the existing and proposed peak discharge rates for the three storms at the three main discharge points. In all cases the proposed rates are lower than the existing rates. Refer to Appendix C for the stormwater modeling. Apple Ford, Gem Lake, MN July 24, 2026 GAG26002 2 Table 1 - Peak Discharge Rates – North 5R Event Existing Runoff Rate (cfs) Proposed Runoff Rate (cfs) 2-year (2.79”) 51.68 7.49 10-year (4.17”) 80.27 25.15 100-year (7.30”) 144.42 51.48 Table 2 - Peak Discharge Rates – Southeast 6R Event Existing Runoff Rate (cfs) Proposed Runoff Rate (cfs) 2-year (2.79”) 5.35 1.32 10-year (4.17”) 8.20 7.19 100-year (7.30”) 14.61 14.20 Table 3 - Peak Discharge Rates – Southwest 7R Event Existing Runoff Rate (cfs) Proposed Runoff Rate (cfs) 2-year (2.79”) 22.39 19.34 10-year (4.17”) 39.18 34.38 100-year (7.30”) 77.55 76.50 Abstraction We are not proposing infiltration due to the clay soils on site. Refer to Appendix A for geotechnical borings depicting the clay soils throughout the site. In place of abstracting due to the clay sold prohibiting infiltration, stormwater treatment will be provided through use of wet detention surface basins and underground detention basin with filtration provided by a manufactured treatment device. These basins and treatment devices shall follow design requirements as set forth in the MPCA’s Construction Stormwater Permit and Minnesota Stormwater Manuel. Refer to Appendix D for the design requirements and provided values of all the proposed basins. To minimize erosion and sedimentation, silt fence, inlet protection, street sweeping, and stabilized rock construction entrances will be implemented as part of the temporary erosion and sediment control plan. CONCLUSION Our design meets and exceeds the MPCA’s and the City’s requirements for rate control, volume control, and water quality treatment. Apple Ford, Gem Lake, MN July 24, 2026 GAG26002 3 CONTACT INFORMATION This document was prepared by: Landform 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Please direct any questions regarding this stormwater narrative to Steve Sabraski at ssabraski@landform.net or 612-252- 9070. Apple Ford, Gem Lake, MN GAG26002 Appendix A-1 APPENDIX A: GEOTECHNICAL REPORT IOWA MINNESOTA WISCONSIN Design Phase Geotechnical Report: Proposed Facility for Apple Ford 1493 Country Road E East Gem Lake, Minnesota CVT# 27718.26.MNT Prepared for: Chris Gulbrandson Apple Ford White Bear Lake Certification: I hereby certify that this report was prepared by me or under my direct supervision, and that I am a duly licensed engineer under the laws of the State of Minnesota. Colby T. Verdegan, PE Geotechnical Engineer Registration Number 18983 Date: May 28, 2026 Chosen Valley Testing, Inc. Geotechnical Engineering and Testing, 245 Roselawn Ave. E., Suite #29, St. Paul, MN 55117 · (651) 756-7384 · stpaul@cvtesting.com _________________________________________________________________________________________________________ M I N N E S O T A IOWA W I S C O N S I N Chris Gulbrandsen, President May 28, 2026 Apple Ford White Bear Lake P.O. Box 240299 Apple Valley, MN 55124 c/o: Dan Burnam Gries Architects 400 2nd Street South Hudson, Wisconsin 54016 Phone: 715-808-1555 Email: dburnam@gries.design Re: Draft Design Phase Geotechnical Evaluation Proposed Apple Ford 1493 County Road E East Gem Lake, Minnesota CVT Project 27718.26.MNT Dear Mr. Burnam, As authorized, we have completed the geotechnical evaluation for the proposed project in Gem Lake, Minnesota. This letter briefly summarizes the findings in the attached report. Summary of Boring Results Five of the borings were drilled in the existing field west of the existing facility and encountered topsoil at the surface. The topsoil was typically followed by dark, relatively inorganic B-Horizon soils to depths of about 4 to 6 ½ feet. The deeper soils were primarily by clayey and/or silty glacial deposits before terminating in rather clean sands. Most of the borings were drilled in paved areas. The paving materials were typically underlain by clayey fill or possible fill to depths ranging from about 6 ½ to 18 feet below the surface. The uppermost materials tended were more readily identifiable as fill and tended to have a mixed appearance and or had underlying dark soils zones which might be fill or might be natural, low organic B-Horizon. The dark B- Horizon type soils were also met just below the paving materials at a few locations and were suspected to be fill materials in those areas, but not conclusively. The fill appeared to be potentially 18 feet deep in two borings. One of those was in an area where a historical photo indicates a pond was present. At the other locations, woody matter was present in the 15 - foot sample which could be a positive indication of fill but might also possibly have been from a deep tree root. Water was noticed at 12 feet in two of the borings taken in the field west of the existing facility, at depths corresponding to about elevations 944 and 947 feet. Those elevations are below the depths explored by Gem Lake Apple Ford May 28, 2026 Project: 27718.26.MNT Page 2 _________________________________________________________________________________________________________ M I N N E S O T A IOWA W I S C O N S I N most of the borings. Based on this and comparative moisture contents expected for the various soil types encountered elsewhere on the site, the static water level at the site is believed to be in the vicinity of 947 or lower across the site. Summary of Analysis and Recommendations Based on the borings, the general conditions at the site appear to consist of topsoil or pavement over moderate to deep amounts of fill or possible fill which are primarily underlain by glacial soils. In the absence of record attesting to proper preparation before placing the fill, confirming the overall suitability of the fill and lack of deleterious materials, and compaction, its behavior is less predictable and construction on such material entails a higher-than-normal risk of foundation settlement. The most common practice to eliminate those concerns is to remove the undocumented fill and replace it with documented “engineered” fill (Total Removal Option). The deeper fill and possible fill typically evidenced N-values of 10 or more, which suggest those fills likely received some degree of compactive effort. Considering this and the lack of observed unsuitable materials within or below the fill, we are of the opinion that the owner can reasonably consider floating the proposed structure on the existing fill. If this approach is used, the report includes recommendations intended to reduce the risk of unusual settlement but will not completely eliminate that risk. If the owner is not willing to accept the risks associated with the partial removal option, total removal or other support options must be pursued. In that event, aggregate piers are suspected to be a more economical option for reducing the risk to typical levels. Remarks CVT appreciates the opportunity to provide geotechnical services on this project. If there are any questions about our report, please feel free to contact us. Sincerely, Chosen Valley Testing, Inc. Hannah Fischer Graduate Engineer Colby T. Verdegan, PE Sr. Geotechnical/Materials Engineer _________________________________________________________________________________________________________ M I N N E S O T A I O W A W I S C O N S I N TABLE OF CONTENTS A. INTRODUCTION ................................................................................................................................................ 2 A.1. PURPOSE ............................................................................................................................................................... 2 A.2. SCOPE .................................................................................................................................................................. 2 A.3. BORING LOCATIONS AND ELEVATIONS ......................................................................................................................... 2 A.4. GEOLOGIC BACKGROUND ......................................................................................................................................... 2 B. SUBSURFACE DATA ........................................................................................................................................... 3 B.1. STRATIFICATION ...................................................................................................................................................... 3 B.2. PENETRATION TEST AND LABORATORY TEST RESULTS ..................................................................................................... 4 B.3. GROUNDWATER DATA ............................................................................................................................................. 4 C. DESIGN DATA .................................................................................................................................................... 5 D. ANALYSIS .......................................................................................................................................................... 5 E. BUILDING GRADING RECOMMENDATIONS ....................................................................................................... 6 E.1. EXCAVATION - TOTAL FILL REMOVAL OPTION ............................................................................................................... 6 E.2. PARTIAL FILL REMOVAL OPTION RECOMMENDATIONS .................................................................................................... 6 E.3. GEOTECHNICAL REVIEW OF BEARING SUBGRADE ........................................................................................................... 7 E.4. OVERSIZING ........................................................................................................................................................... 7 E.5. SURFACE COMPACTION FOR PARTIAL REMOVAL OPTION................................................................................................. 7 E.6. FILLING AND COMPACTION ....................................................................................................................................... 7 F. RAMMED AGGREGATE OPTION .......................................................................................................................... 8 F.1. STRIPPING AND EXCAVATION ..................................................................................................................................... 8 F.2. FILLING AND COMPACTION ........................................................................................................................................ 8 F.3. AGGREGATE PIER INSTALLATION AND POST INSTALLATION OBSERVATIONS ......................................................................... 8 G. BUILDING DESIGN .............................................................................................................................................. 8 G.1. FOUNDATION DEPTH ............................................................................................................................................... 8 G.2 BEARING CAPACITY AND SETTLEMENT .......................................................................................................................... 9 G.3. VAPOR BARRIER ..................................................................................................................................................... 9 G.4. SLAB DESIGN ......................................................................................................................................................... 9 G.5. LATERAL EARTH PRESSURES ...................................................................................................................................... 9 H. PAVED AREA RECOMMENDATIONS ................................................................................................................ 10 H.1. STRIPPING AND GRADING ...................................................................................................................................... 10 H.2. PAVEMENT DESIGN .............................................................................................................................................. 10 H.3. PAVEMENT MAINTENANCE .................................................................................................................................... 10 I. STORMWATER INFILTRATION RECOMMENDATIONS ....................................................................................... 11 J. GENERAL CONSTRUCTION RECOMMENDATIONS ............................................................................................. 11 J.1. EARTHWORK ......................................................................................................................................................... 11 J.2. SIDESLOPES........................................................................................................................................................... 11 J.3. COLD WEATHER .................................................................................................................................................... 11 J.4. CONSTRUCTION TESTING AND DOCUMENTATION ......................................................................................................... 12 K. LEVEL OF CARE ................................................................................................................................................ 12 APPENDIX ............................................................................................................................................................ 13 Gem Lake Apple Ford May 28, 2026 CVT Project #: 27718.26.MNT Page 2 _________________________________________________________________________________________________________ M I N N E S O T A I O W A W I S C O N S I N Design Phase Geotechnical Evaluation Proposed Facility for Apple Ford 1493 County Road E East Gem Lake, Minnesota Project Number: 27718.26.MNT May 28, 2026 A. Introduction The intent of this report is to present our findings to the client in the same logical sequence that led us to arrive at the opinions and recommendations expressed. Since our services often must be completed before the design is finished, assumptions are often needed to prepare a proper scope and to analyze the data. A complete and thorough review of the entire document, including its assumptions and its appendices, should be undertaken immediately upon receipt. A.1. Purpose This geotechnical report was prepared to aid in the design and construction of the proposed facility for Apple Ford in Gem Lake, Minnesota. Our services were authorized by Mr. Dan Burnam from Gries Architects. A.2. Scope To obtain data for analysis, a total of twenty (20) penetration test borings were authorized. Ten (10) building borings were drilled to depths of about 20 feet. The remaining ten (10) borings were drilled to depths of about 15 feet. Our engineering scope consisted of providing this report summarizing our exploration procedures and findings and providing geotechnical recommendations for the proposed facility. A.3. Boring Locations and Elevations The proposed boring locations were suggested for approval by Chosen Valley Testing (CVT) based on a site plan provided by the client. The Boring Location Sketch in the Appendix shows the approximate locations as drilled. The sketch was based on superposing the boring locations and the site plan onto aerial imagery of the site, using Google Earth Software. Ground surface elevations at the borings were estimated to the nearest ½-foot from LiDAR topographic data available by the Minnesota Department of Natural Resources using their online software “MnTOPO”. A.4. Geologic Background A geotechnical report is based on subsurface data collected for the specific structure or problem. Available geologic data from the region can help interpretation of the data and is briefly summarized in this section. The site is located within a developed area. Geologic maps indicate the dominant soils in the area are sandy glacial till deposits. Bedrock is commonly more than 150 feet below the surface and consists of Prairie du Chien Group. Gem Lake Apple Ford May 28, 2026 CVT Project #: 27718.26.MNT Page 3 _________________________________________________________________________________________________________ M I N N E S O T A I O W A W I S C O N S I N Aerial photographs from an associated environmental study indicate the site was farmland until at least 1953, with the only developed part of the site being a farmstead situated in the southwest quarter of the existing facility. The photos indicate multiple expansions of building and paved areas on the east half of the presently facility until at least 1972. The area north of the farmstead was no longer planted by that time but had other signs of disturbance, including a small pond near the planned northwest corner of the new building (essentially at planned Boring B-09). By 1991, the area of entire existing facility appears to have been paved and most of the existing buildings appear to have been constructed. We are not aware of any geotechnical records of the development. B. Subsurface Data Procedures: The borings were performed using penetration test procedures (Method of Test D1586 of the American Society for Testing and Materials). This procedure allows for the extraction of intact soil specimens from deep in the ground. With this method, a hollow-stem auger is drilled to the desired sampling depth. A 2- inch OD sampling tube is then screwed onto the end of a sampling rod, inserted through the hole in the auger's tip, and then driven into the soil with a 140-pound hammer dropped repeatedly from a height of 30 inches above the sampling rod. The sampler is driven 18 inches into the soil unless the material is too hard. The samples are generally taken at 2½ to 5-foot intervals. The core of soil obtained was classified and logged by the driller on site and a representative portion was then sealed and delivered to the geotechnical engineer for further review. B.1. Stratification Five of the borings were drilled in the existing field west of the existing facility and encountered topsoil at the surface. The topsoil was typically followed by dark, relatively inorganic B-Horizon soils to depths of about 4 to 6 ½ feet. The deeper soils were primarily by clayey and/or silty glacial deposits before terminating in rather clean sands. Most of the borings were drilled in paved areas at the existing facility and initially encountered 2 to 4 inches of asphalt over 3 to 6 inches of aggregate base. The paving materials were typically underlain by clayey fill or possible fill to depths ranging from about 6 ½ to 18 feet below the surface. The uppermost materials tended were more readily identifiable as fill and tended to have a mixed appearance and or had underlying dark soils zones which might be fill or might be natural, low organic B-Horizon. The dark B-Horizon type soils were also met just below the paving materials at a few locations and were suspected to be fill materials in those areas, but not conclusively. The fill appeared to be potentially 18 feet deep in the boring drilled at the northwest building corner (Boring B-09) and the south corner (Boring B-06). As mentioned in Section A.4, the historical photo indicates a pond was present at the location of B-9. Due to poor sample quality, the deepest materials at that location are indicated as being “possible fill.” The B-06 location appears to be just outside of the original farmstead at the site. Determination of the deep soils as possible fill at this location was due to woody matter in the 15-foot sample which could be a positive indication of fill but might also possibly have been from a deep tree root. The boring data has been summarized in the cross-section following this paragraph. Please refer to the individual Log of Boring sheets in the Appendix for more detailed information. Gem Lake Apple Ford May 28, 2026 CVT Project #: 27718.26.MNT Page 4 _________________________________________________________________________________________________________ M I N N E S O T A I O W A W I S C O N S I N B.2. Penetration Test and Laboratory Test Results The number of blows needed for the hammer to advance the penetration test sampler is an indicator of soil characteristics. The results tend to be more meaningful for natural mineral soils than for fill soils. In fill soils, compaction tests are more meaningful. Penetration resistance values ("N" Value) in the fill and possible fill soils ranged from 4 BPF (Blows per Foot) to 50 blows over 1 inch and averaged about 12 BPF. The vast majority of the samples below 5 feet had values of 10 BPF or higher. Values in the natural sands and silty to clayey sands ranged from 6 to 61 BPF, indicating those soils were loose to very dense but mostly medium dense. The natural clay recorded values of 9 to 28 BPF, indicating it was rather stiff to very stiff, but mostly stiff. A key to descriptors used to qualify the relative density of soil (such as soft, stiff, loose, and dense) can be found on the Legend to Soil Description in the Appendix. B.3. Groundwater Data During drilling, the drillers may note the presence of moisture on the sampler, in the cuttings, or in the borehole itself. These findings are reported on the boring logs. Because water levels vary with weather, time of year, and other factors, the presence or lack of water during exploration is subject to interpretation and is not always conclusive. Free water was not observed in most of the borings and most of the samples retrieved were not overly wet. Water was observed at 2 feet during drilling the boring near the southeast corner of the property and is Gem Lake Apple Ford May 28, 2026 CVT Project #: 27718.26.MNT Page 5 _________________________________________________________________________________________________________ M I N N E S O T A I O W A W I S C O N S I N believed to be associated with near surface drainage. Water was also noticed at 12 feet in two of the borings taken in the field west of the existing facility, at depths corresponding to about elevations 944 and 947 feet. Those elevations are below the depths explored by most of the borings. Based on this and comparative moisture contents expected for the various soil types encountered elsewhere on the site, the static water level at the site is believed to be in the vicinity of 947 or lower across the site. Groundwater levels on site would be expected to fluctuate seasonally, similar to levels in nearby ponds and lakes, along with local weather patterns. C. Design Data Because each structure has a different loading configuration and intensity, different grades, and different structural or performance tolerances, the results of a geotechnical exploration will mean different things for different facilities. If the facility changes, Chosen Valley Testing should be contacted to discuss possible implications of the changes. Without a chance to review such changes, the recommendations of the soils engineer may no longer be valid or appropriate. The proposed facilty is assumed to be a single-story slab on grade structure with high roof areas for tall storage, hoists, etc. Maximum foundation loads are assumed to be on the order of 150 kips or less per column and strip footing loads are assumed to be 6 kips per linear foot or less. The finished floor elevation is assumed to be near an elevation at 971 feet. The paved areas are assumed to carry primarily auto traffic or be for auto parking but are assumed to also have heavier traffic areas. We have also assumed that a storm pond would likely be placed in the field west of the building. D. Analysis Based on the borings, the general conditions at the site appear to consist of topsoil or pavement over moderate to deep amounts of fill or possible fill which are primarily underlain by glacial soils. In the absence of record attesting to proper preparation before placing the fill, confirming the overall suitability of the fill and lack of deleterious materials, and compaction, its behavior is less predictable and construction on such material entails a higher-than-normal risk of foundation settlement. The most common practice to eliminate those concerns is to remove the undocumented fill and replace it with documented “engineered” fill (Total Removal Option). As noted earlier, the deeper fill and possible fill typically evidenced N-values of 10 or more, which suggest those fills likely received some degree of compactive effort. Considering this and the lack of observed unsuitable materials within or below the fill, we are of the opinion that the owner can reasonably consider floating the proposed structure on the existing fill. If this approach is used, we would strongly recommend at least partially removing the fill from below the footings and slabs and replacing that material with engineered fill. Faced with this circumstance on similar sites, a typical approach would consist of: • removing the existing fill to a depth of 4 feet below footings and slabs, • screening out any obvious unsuitable materials from the excavated fill (large pieces of debris, any compressible or highly organic materials, other extremely weak or extremely dissimilar soils) • then replacing the improved material in a compacted fashion below the foundations and slabs. Gem Lake Apple Ford May 28, 2026 CVT Project #: 27718.26.MNT Page 6 _________________________________________________________________________________________________________ M I N N E S O T A I O W A W I S C O N S I N Implementation of the partial corrections option described is intended to reduce the risk of unusual settlement but will not completely eliminate that risk. If the owner is not willing to accept the risks associated with the partial removal option, the total removal or other support options must be pursued. In that event, aggregate piers are suspected to be a more economical option for reducing the risk to typical levels. Sections E. of this report provides general recommendations applicable to the total and particular removal options. Section F. provides general recommendation for the aggregate pier option. Specific recommendations are not provided for the aggregate pier option as these are proprietary installations and must be designed by the design -build contractor and coordinated with the requirements of the structural engineer. The remainder of this report provides further details of our recommendations. E. Building Grading Recommendations E.1. Excavation - Total Fill Removal Option With this approach, we recommend removing all existing pavements, topsoil and fill from below the building, along with any existing pavements, utilities, foundations, or otherwise unsuitable materials that may be encountered during construction. For planning purposes, we recommend assuming that the possible fill must also be removed. The apparent depths of these materials at the locations explored in the building area are summarized in table following this paragraph. Boring ID Approx. Ground Surface Elev. (feet) Apparent Depth of Unsuitable Soils (feet) Approx. Elevation at Bottom of Unsuitable Soils (feet) B-01 965 6 ½ 958 ½ B-02 968 6 ½ 961 ½ B-03 969 6 ½ 962 ½ B-04 968 11 ½ 956 ½ B-05 974 14 960 B-06 974 18 956 B-07 972 6 ½ 965 ½ B-08 963 4 959 B-09 967 18 949 B-20 969 14 955 E.2. Partial Fill Removal Option Recommendations With this approach, we recommend removing the existing fill to a depth of at least 4 feet below all foundations and the proposed slab. Large pieces of concrete, debris, organics or other unsuitable materials in the excavated soils should be separated out from any fill intended to be placed back into the excavation. Any high permeability fill excavated during this process (such as the clean poorly graded sands and gravels) should be separated from the lower permeability soils and discarded or only used as interior foundation Gem Lake Apple Ford May 28, 2026 CVT Project #: 27718.26.MNT Page 7 _________________________________________________________________________________________________________ M I N N E S O T A I O W A W I S C O N S I N wall backfill. The fill should be closely reviewed and probed at that time for signs of unsuitable materials that would warrant additional correction. E.3. Geotechnical Review of Bearing Subgrade It is recommended that geotechnical personnel from Chosen Valley Testing be retained to evaluate the soils when they are better exposed during construction. Subject to the results of those evaluations, additional soil corrections or revised recommendations may be warranted. E.4. Oversizing Soil correction excavations should be oversized at least 1-foot beyond the edge of foundations for each foot of fill needed below footing grade. This oversizing can be reduced by up to 50% if rather precise staking is present during grading, although some additional oversizing provides the owner some protection against stakes getting moved or knocked down or slight repositioning of the building after soil corrections are performed. E.5. Surface Compaction for Partial Removal Option With particular regard to the partial removal options, the soils at the base of the excavation should be surface compacted by a large, self-propelled vibratory compactor before placing subsequent fill. This is intended to deepen the zone of overall soil improvement and seal off the surface -- limiting potential infiltration of water into untreated fill soils at depth. E.6. Filling and Compaction Based on the assumed grades, fill will likely be needed to attain final grades for the proposed building. Presuming that is the case, for ease in compaction, we would suggest importing clean sand or gravel having less than 12% particles passing a number 200 sieve for use in the building area. These are also the preferred subgrade materials for slab subgrades having concentrations of utilities, drains, etc. For slabs receiving covering or coatings that are less permeable than concrete, we recommend placing at least 4 to 6 inches of cleaner free draining sand or gravel having less than 5% particles passing a #200 sieve directly below slabs. Both of these materials would also have to be imported. Because of its low permeability, the existing clayey fill and possible fill are the preferred bulk fill materials below foundations with the partial removal option, provided it is screened of organic materials, debris laden or otherwise unsuitable material. This would have to be reviewed in greater detail during construction. If these materials are used, we suggest using clean sand in the upper 2 feet of the interior slab areas, as an aid to utilities installations and slab subgrade preparation. The dirty existing fill is preferred as exterior backfilling against foundation walls. All materials below the building, in the oversized areas, and used as backfill for walls should be compacted to a minimum of 95% of its maximum standard Proctor density (ASTM D 698). The fill should be placed in lifts adjusted to the compactor being used and the material being compacted. We recommend limiting lifts to no more than 1-foot. This assumes large, self-propelled or tow-behind compactors are used. Thinner lifts should be used for lighter compaction equipment. Gem Lake Apple Ford May 28, 2026 CVT Project #: 27718.26.MNT Page 8 _________________________________________________________________________________________________________ M I N N E S O T A I O W A W I S C O N S I N Meaningful compaction testing may not be feasible on the mixed existing fill materials, because of difficulty in obtaining representative Proctor samples of variable materials. In that event “ordinary compaction” would likely be necessary. This would consist of having geotechnical personnel document proper grading procedures (proper material use and moisture conditioning as well as fill lift thickness and compactive effort relative to the material and compaction equipment). F. Rammed Aggregate Option F.1. Stripping and Excavation With this approach, we recommend completely removing all topsoil, foundations, or any other unsuitable materials that may be discovered during construction that cannot be improved by the rammed aggregate piers. At the locations explored, about 1 to 2 feet of surficial removal would be expected. F.2. Filling and Compaction With this approach, any fill needed to attain final grades is normally required to be placed before the piers are installed. Depending on the amount of fill, the designers might require a waiting period between fill placement and pier installation. This might be required at the at the west corner of the building where slab grades are expected to be on the order of 5 feet above existing grades. Based on the materials encountered, we suspect that such a waiting period might be as little as a week or two. All materials below the building, in the oversized areas, or used as backfill for walls should be compacted to a minimum of 95% of its maximum standard Proctor density (ASTM D 698). The existing fill can likely be used for this purpose and this would have to be determined by the aggregate pier contractor. Otherwise, as mentioned earlier, clean sands or gravels are considered to be the preferred materials below the interior slab areas due to utilities and general slab placement. This material would have to be imported. F.3. Aggregate Pier Installation and Post Installation Observations Independent observation of the pier installation may be required. Regardless of that, once the piers are installed, additional inspections should be performed to reasonably confirm correct pier locations relative to the supported foundations and slabs and to also confirm that the soils at the top of the piers are compacted and protected in advance of placing concrete, in accordance with the design -build contractor’s recommendations. The design-build contractor may have additional requirements or requirements that supersede those in this report. G. Building Design G.1. Foundation Depth For frost protection, foundations should be placed at least 42 inches below the exposed ground surface for heated structures. Interior foundations in heated areas may be placed directly below slabs. Footings for unheated structures should be placed at least 60 inches below the exposed ground surface. Gem Lake Apple Ford May 28, 2026 CVT Project #: 27718.26.MNT Page 9 _________________________________________________________________________________________________________ M I N N E S O T A I O W A W I S C O N S I N G.2 Bearing Capacity and Settlement With the boring data, assumed foundation loads, assumed floor/footing elevations, and implementation of our earthwork recommendations, we are of the opinion that foundations may be designed to exert pressures of up to 3,000 psf. This allowable bearing pressure includes a safety factor of at least 3 against shear failure. Total settlements are expected to be less than 1 inch and differential movement is expected to be less than ½ inch. With the total removal approach, total settlements are expected to be less than 1 inch and differential movement is expected to be less than ½ inch. The intent of the partial removal option is to limit total and differential settlements to that comparable to that expected with the total removal option, although there is a greater potential for larger settlements. Again, if the owner is not willing to accept this risk , the other options must be pursued. If aggregate piers are used, bearing pressures on the order of 5,000 psf are normally feasible with projected settlements generally the same as the other approaches or even smaller. G.3. Vapor Barrier If the slab receives coverings that are less permeable than concrete, a vapor barrier should be placed below the slab. Some contractors prefer to place this barrier below a sand layer to limit the potential for curling. G.4. Slab Design The completed slab subgrade is expected to consist primarily of silty sand to clayey sand materials. We recommend using a modulus of subgrade reaction of no more than 150 pounds per cubic inch (pci).If clean sands are used, a value of 200 can be used. G.5. Lateral Earth Pressures Lateral earth parameters are provided for design of below-grade walls. Backfill should be compacted to at least 95% of its maximum standard Proctor density (ASTM D 698). Lateral resistance will depend on the materials used. We recommend using clean free-draining sands having less than 12% particles passing a number 200 sieve for a width of at least 2 feet against basement walls. The natural poorly graded sands and poorly graded sands with silt would be expected to meet this gradation. The following table includes support values for the recommended clean sand. These values do not include safety factors. Poorly Graded Sands (SP) 95% standard Proctor density Internal Friction Angle (degrees) 34 Cohesion (psf) 0 Coefficient of Friction between Concrete and Soil 0.5 Moist Unit Weight (pcf) 120 Backslope Behind Wall (degrees) 0 (Flat) At-Rest Coefficient (Ko) 0.44 Active Coefficient (Ka) 0.28 Passive Coefficient (Kp) 3.54 Equivalent At-Rest Fluid Earth Pressure (psf/ft of wall height) 55 Gem Lake Apple Ford May 28, 2026 CVT Project #: 27718.26.MNT Page 10 _________________________________________________________________________________________________________ M I N N E S O T A I O W A W I S C O N S I N The actual loads exerted on the structure will depend on the movement or flexure of the structure. For sand fill, horizontal movement or flexure of about 0.2% of the height of soil retained may be sufficient to mobilize frictional forces from the at-rest state to the active state. A draintile should be placed at the base of such walls to prevent hydrostatic build up. H. Paved Area Recommendations H.1. Stripping and Grading We recommend stripping all existing topsoil and pavements from below the new pavements, along with any otherwise unsuitable materials that may be encountered during construction to a depth of at least 2 feet below the paving materials. At the locations explored, about ½ to 2 feet of removal would be expected. As a possible cost saving measure, the milled existing paving materials might also be reserved for reuse at the top of the subgrade. The soils present after stripping are expected to consist primarily of clayey sands but will likely include areas of silty sands or other materials. To promote uniformity with the existing soils, we recommend using similar soils as fill where needed below the new pavements. Existing fills removed from the building areas could likely be used for that purpose. To provide a higher quality subgrade, some designers and owners prefer to place a layer of clean sand at the top of the subgrade. In all cases, the surface receiving these materials should be sloped to drain water out from below the pavement, thereby reducing the potential for soft spots or frost boils. Fill in the upper 3 feet of the subgrade should be compacted to 100% of its standard Proctor Density. Below that depth 95% is recommended. 90% is usually sufficient in green areas. The completed pavement subgrade should be able to pass a proof roll test using a loaded tandem axle truck. Areas not passing the proof roll test should be reworked and or otherwise stabilized as needed to pass the test roll. H.2. Pavement Design The soils present at subgrade elevation are expected to consist primarily of clayey sands but will likely include areas of silty sand or other materials. We recommend using an R-value of no more than 30 for pavement design. Provided the subgrade is stabilized and is able to pass a test roll, we recommend a light duty pavement section consisting of at least 3 inches of asphalt and 6 inches of class 5 aggregate base and a heavy-duty section consisting of least 4 inches of asphalt and 8 inches of aggregate base. The above sections should be considered preliminary, subject to review by the project civil engineering consultant, their experience with pavement design and performance in the area of the project, and subject to the evaluation of the actual soils in proposed paved areas. H.3. Pavement Maintenance Routine maintenance is recommended for improved pavement performance and to increase pavement life. Gem Lake Apple Ford May 28, 2026 CVT Project #: 27718.26.MNT Page 11 _________________________________________________________________________________________________________ M I N N E S O T A I O W A W I S C O N S I N Some thermal shrinkage cracks may develop over time; therefore, pavements should be sealed with a liquid bitumen sealer to mitigate water intrusion into the base course and subgrade sections. Localized patch failures may also develop, which should be cut out and repaired. Periodic seal coating would also help preserve and assure a longer pavement life. I. Stormwater Infiltration Recommendations Infiltration rates were estimated for the various materials encountered in the borings. The following table presents the recommended infiltration rate per soil type from the MPCA Minnesota Storm Water Manual. Please see the individual Log of Boring sheet in the Appendix for more detailed information in regard to soil types. Unified Soil Classification System (USCS) Soil Type Infiltration Rate (inches/hour) Clayey Sand to Sandy Clay (SC, CLS) 0.06 Silty Sand (SM) 0.2 to 0.45 Poorly Graded Sand (SP, SP-SM) 0.8 Two rates are provided in the tables for silty sands and sandy silts, and we suggest using the lower rates based on our experience with the actual infiltration rates from double ring infiltrometer testing of these soils on other sites. Double-ring infiltrometer testing could be performed to provide site specific infiltration values, but was not part of our initial work scope and would need to be performed at the proposed infiltration surface elevation." J. General Construction Recommendations J.1. Earthwork The excavations can likely be performed with a variety of equipment. Deep excavations should be performed using a backhoe with a smooth lipped bucket. J.2. Sideslopes The contractor will be required to slope or shore the excavations as needed to meet OSHA requirements for safety and to limit disturbance to surrounding structures. The site soils would be expected to primarily classify as Type C soils as defined by OSHA. J.3. Cold Weather If earthwork occurs during freezing temperatures, good winter construction practices should be used. No frozen fill should be used, and filling should not take place on frozen subgrades. Footing and slab areas should be completely thawed prior to placing concrete. Gem Lake Apple Ford May 28, 2026 CVT Project #: 27718.26.MNT Page 12 _________________________________________________________________________________________________________ M I N N E S O T A I O W A W I S C O N S I N J.4. Construction Testing and Documentation Grading and excavations should be evaluated and documented by qualified geotechnical personnel to assess the soil remaining at the bottom of excavations. Any fill placed below building areas should be evaluated for conformance to the project gradation recommendations and should be tested for compaction. If filling proceeds during periods of freezing weather, full -time testing should be considered to help confirm that imported fill is thawed prior to and during compaction, and that all snow has been removed before placement of the fill. Although our firm offers testing services relating to civil and structural components of the structure (such as concrete testing, reinforcement observations, etc.), specification of such services is beyond our work scope, and the designer should be consulted as to such requirements. K. Level of Care The services provided for this project have been conducted in a manner consistent with that level of care and skill ordinarily exercised by members of the profession currently practicing in this area, under similar budget and time constraints. This is our professional responsibility. No other warranty, expressed or implied, is made. Gem Lake Apple Ford May 28, 2026 CVT Project #: 27718.26.MNT Page 13 _________________________________________________________________________________________________________ M I N N E S O T A I O W A W I S C O N S I N Appendix Boring Location Sketch Log of Boring # 1-20 Legend to Soil Description Boring Location Sketch Proposed Apple Ford 1493 County Road E East Gem Lake, Minnesota CVT Project: 27718.26.MNT C Chosen Valley Testing, Inc. V T Legend Boring Locations N 8 9 14 23 24 47 54 SM CL SC SC SC SM Elevations were estimated using the MnDNR’s program MnTopo and should be considered approximate. MC=15.1% MC=12.2% MC=13.4% MC=12.4% 0.2 0.5 2.0 4.0 6.5 9.0 21.0 964.8 964.5 963.0 961.0 958.5 956.0 944.0 2 INCHES BITUMINOUS. 4 INCHES AGGREGATE BASE. FILL, Silty Sand, brown, moist. FILL, Sandy Lean Clay, dark brown with gray and black mixing, wet. FILL, Clayey Sand, fine-to-medium grained, trace Gravel, dark brown with gray and black mixing, moist. CLAYEY SAND, fine-to-medium grained, brown and gray mottled, moist, medium dense. (Glacial Till) SILTY CLAYEY SAND, fine-to-medium grained, trace Gravel, brown, moist, medium dense to very dense. (Glacial Till) At 20 feet, gray and brown mottled, trace Gravel. End Boring. Water was not observed. Boring was sealed upon completion. B-01 page 1 of 1 0.0 BORING:B-01 27718.26.MNT CHOSEN VALLEY TESTING SCALE:1" = 3' BPF 27718.26.MNT Design Phase Geotechnical Evaluation Apple Ford 1493 County Road E East Gem Lake, Minnesota See attached sketch. LOCATION: WLUSCS Symbol Tests and NotesDepthElev. DATE: 5/4/2026 Description of Materials (ASTM D 2487/2488) PROJECT: 965.0 L O G O F B O R I N G CV T S T A N D A R D 2 7 7 1 8 . 2 6 . M N T ( G E M L A K E , A P P L E F O R D ) . G P J L O G A G N N N 0 6 . G D T 5 / 2 8 / 2 6 6 7 8 9 13 29 33 SP SM SC SC SM SC MC=18.8% MC=15.1% MC=13.7% MC=15.3% 0.3 0.8 2.0 6.5 11.5 21.0 967.7 967.2 966.0 961.5 956.5 947.0 3 INCHES BITUMINOUS. 6 INCHES AGGREGATE BASE. FILL, Poorly Graded Sand with Silt, trace Gravel, brown, moist. FILL, Clayey Sand, fine-to-medium grained, brown and dark brown mixing, moist. SILTY CLAYEY SAND, fine-to-medium grained, trace Gravel, brown, moist, loose. (Glacial Till) At 10 feet, dark brown. CLAYEY SAND, fine-to-medium grained, trace Gravel, brown, moist, medium dense to dense. (Glacial Till) End Boring. Water was not observed. Boring was sealed upon completion. B-02 page 1 of 1 0.0 BORING:B-02 27718.26.MNT CHOSEN VALLEY TESTING SCALE:1" = 3' BPF 27718.26.MNT Design Phase Geotechnical Evaluation Apple Ford 1493 County Road E East Gem Lake, Minnesota See attached sketch. LOCATION: WLUSCS Symbol Tests and NotesDepthElev. DATE: 5/4/2026 Description of Materials (ASTM D 2487/2488) PROJECT: 968.0 L O G O F B O R I N G CV T S T A N D A R D 2 7 7 1 8 . 2 6 . M N T ( G E M L A K E , A P P L E F O R D ) . G P J L O G A G N N N 0 6 . G D T 5 / 2 8 / 2 6 4 6 10 10 14 39 46 CL CL CL SM SC MC=20.7% MC=12.9% MC=15.4% MC=14.9% 0.2 0.7 4.0 6.5 9.0 11.5 21.0 968.8 968.3 965.0 962.5 960.0 957.5 948.0 2 INCHES BITUMINOUS. 6 INCHES AGGREGATE BASE. FILL, Sandy Lean Clay, gray and brown mixing, wet. SANDY LEAN CLAY, gray and brown and black mixing, wet, medium. (Possible Fill/B-Horizon) SANDY LEAN CLAY, brown, wet, rather stiff. (Glacial Till) SILTY SAND, fine-to-medium grained, trace Gravel, brown, moist, loose. (Glacial Till) CLAYEY SAND, fine-to-medium grained, trace Gravel, brown, moist, stiff. (Glacial Till) End Boring. Water was not observed. Boring was sealed upon completion. B-03 page 1 of 1 0.0 BORING:B-03 27718.26.MNT CHOSEN VALLEY TESTING SCALE:1" = 3' BPF 27718.26.MNT Design Phase Geotechnical Evaluation Apple Ford 1493 County Road E East Gem Lake, Minnesota See attached sketch. LOCATION: WLUSCS Symbol Tests and NotesDepthElev. DATE: 5/4/2026 Description of Materials (ASTM D 2487/2488) PROJECT: 969.0 L O G O F B O R I N G CV T S T A N D A R D 2 7 7 1 8 . 2 6 . M N T ( G E M L A K E , A P P L E F O R D ) . G P J L O G A G N N N 0 6 . G D T 5 / 2 8 / 2 6 8 6 9 10 13 33 41 SP SM SC SC SM CL CL SC MC=23.3% MC=20.3% MC=14.4% MC=15.1% 0.2 2.0 4.0 6.5 9.0 11.5 21.0 967.8 966.0 964.0 961.5 959.0 956.5 947.0 2 INCHES BITUMINOUS. FILL, Poorly Graded Sand with Silt and Gravel, brown, moist. FILL, Clayey Sand, fine-to-medium grained, trace Gravel, dark brown and black mixing, moist. FILL, Silty Clayey Sand, fine-to-medium grained, dark brown and gray mixing, moist. FILL, Sandy Lean Clay, brown, wet. SANDY LEAN CLAY, brown and black mixing, wet, rather stiff. (Possible Fill/B-Horizon) CLAYEY SAND, fine-to-medium grained, trace Gravel, brown, moist, medium dense to dense. (Glacial Till) End Boring. Water was not observed. Boring was sealed upon completion. B-04 page 1 of 1 0.0 BORING:B-04 27718.26.MNT CHOSEN VALLEY TESTING SCALE:1" = 3' BPF 27718.26.MNT Design Phase Geotechnical Evaluation Apple Ford 1493 County Road E East Gem Lake, Minnesota See attached sketch. LOCATION: WLUSCS Symbol Tests and NotesDepthElev. DATE: 5/4/2026 Description of Materials (ASTM D 2487/2488) PROJECT: 968.0 L O G O F B O R I N G CV T S T A N D A R D 2 7 7 1 8 . 2 6 . M N T ( G E M L A K E , A P P L E F O R D ) . G P J L O G A G N N N 0 6 . G D T 5 / 2 8 / 2 6 7 10 18 11 25 40 48 SP SM SM CL SC SC SC MC=21.1% MC=15.1% MC=15.2% MC=15.6% 0.3 1.3 2.0 6.5 11.5 14.0 21.0 973.7 972.7 972.0 967.5 962.5 960.0 953.0 3 INCHES BITUMINOUS. FILL, Poorly Graded Sand with Silt and Gravel, brown, moist. FILL, Silty Sand, brown, moist. FILL, Sandy Lean Clay, fine-to-medium grained, trace Gravel, brown and dark brown mixing, moist. FILL, Clayey Sand, fine-to-medium grained, brown, moist. CLAYEY SAND, fine-to-medium grained, brown and dark brown mixing, moist, medium dense. (Possible Fill/B-Horizon) CLAYEY SAND, fine-to-medium grained, brown, moist, dense. (Glacial Till) At 20 feet, gray. End Boring. Water was not observed. Boring was sealed upon completion. B-05 page 1 of 1 0.0 BORING:B-05 27718.26.MNT CHOSEN VALLEY TESTING SCALE:1" = 3' BPF 27718.26.MNT Design Phase Geotechnical Evaluation Apple Ford 1493 County Road E East Gem Lake, Minnesota See attached sketch. LOCATION: WLUSCS Symbol Tests and NotesDepthElev. DATE: 5/4/2026 Description of Materials (ASTM D 2487/2488) PROJECT: 974.0 L O G O F B O R I N G CV T S T A N D A R D 2 7 7 1 8 . 2 6 . M N T ( G E M L A K E , A P P L E F O R D ) . G P J L O G A G N N N 0 6 . G D T 5 / 2 8 / 2 6 8 10 13 15 17 28 43 SP SM SM CL SC SM SM SC MC=22.7% MC=14.8% MC=14.1% MC=16.4% 0.3 1.3 2.0 6.5 11.5 18.0 21.0 973.7 972.7 972.0 967.5 962.5 956.0 953.0 3 INCHES BITUMINOUS. FILL, Poorly Graded Sand with Silt and Gravel, brown, moist. FILL, Silty Sand, trace Concrete Debris, brown, moist. FILL, Sandy Lean Clay, fine-to-medium grained, trace Gravel, brown and dark brown mixing, wet. SILTY CLAYEY SAND, fine-to-medium grained, trace Gravel, brown, moist, medium dense. (Possible Fill) SILTY SAND, fine-to-medium grained, trace Gravel, brown, moist, medium dense. (Possible Fill) At 15 feet, trace Wood Chips, gray and black mixing. CLAYEY SAND, fine-to-medium grained, trace Gravel, gray, moist, dense. (Glacial Till) End Boring. Water was not observed. Boring was sealed upon completion. B-06 page 1 of 1 0.0 BORING:B-06 27718.26.MNT CHOSEN VALLEY TESTING SCALE:1" = 3' BPF 27718.26.MNT Design Phase Geotechnical Evaluation Apple Ford 1493 County Road E East Gem Lake, Minnesota See attached sketch. LOCATION: WLUSCS Symbol Tests and NotesDepthElev. DATE: 5/4/2026 Description of Materials (ASTM D 2487/2488) PROJECT: 974.0 L O G O F B O R I N G CV T S T A N D A R D 2 7 7 1 8 . 2 6 . M N T ( G E M L A K E , A P P L E F O R D ) . G P J L O G A G N N N 0 6 . G D T 5 / 2 8 / 2 6 6 8 13 20 37 48 46 SM CL SC SM SC SM SC MC=20.0% MC=14.2% MC=12.6% MC=13.6% 0.2 0.7 2.0 6.5 9.0 18.0 21.0 971.8 971.3 970.0 965.5 963.0 954.0 951.0 2 INCHES BITUMINOUS. 6 INCHES AGGREGATE BASE. FILL, Silty Sand, dark brown, moist. FILL, Sandy Lean Clay, brown and dark brown mixing, wet. SILTY CLAYEY SAND, fine-to-medium grained, brown, moist, medium dense. (Glacial Till) SILTY SAND, fine-to-medium grained, brown, moist, medium dense to dense. (Glacial Till) CLAYEY SAND, fine-to-medium grained, trace Gravel, gray, moist, dense. (Glacial Till) End Boring. Water was not observed. Boring was sealed upon completion. B-07 page 1 of 1 0.0 BORING:B-07 27718.26.MNT CHOSEN VALLEY TESTING SCALE:1" = 3' BPF 27718.26.MNT Design Phase Geotechnical Evaluation Apple Ford 1493 County Road E East Gem Lake, Minnesota See attached sketch. LOCATION: WLUSCS Symbol Tests and NotesDepthElev. DATE: 5/4/2026 Description of Materials (ASTM D 2487/2488) PROJECT: 972.0 L O G O F B O R I N G CV T S T A N D A R D 2 7 7 1 8 . 2 6 . M N T ( G E M L A K E , A P P L E F O R D ) . G P J L O G A G N N N 0 6 . G D T 5 / 2 8 / 2 6 5 10 12 39 55 23 28 OL SC SC SP MC=18.9% MC=14.9% MC=3.4% MC=3.3% 2.0 4.0 14.0 21.0 961.0 959.0 949.0 942.0 TOPSOIL, Slightly Organic Silty Sand, dark brown, moist. CLAYEY SAND, fine-to-medium grained, trace Gravel, brown and dark brown mottled, moist, loose. (B-Horizon) CLAYEY SAND, fine-to-medium grained, trace Gravel, brown, moist, loose to very dense. (Glacial Till) POORLY GRADED SAND, fine-to-medium grained, trace Gravel, brown, moist, medium dense. (Glacial Till) End Boring. Water was not observed. Boring was sealed upon completion. B-08 page 1 of 1 0.0 BORING:B-08 27718.26.MNT CHOSEN VALLEY TESTING SCALE:1" = 3' BPF 27718.26.MNT Design Phase Geotechnical Evaluation Apple Ford 1493 County Road E East Gem Lake, Minnesota See attached sketch. LOCATION: WLUSCS Symbol Tests and NotesDepthElev. DATE: 5/4/2026 Description of Materials (ASTM D 2487/2488) PROJECT: 963.0 L O G O F B O R I N G CV T S T A N D A R D 2 7 7 1 8 . 2 6 . M N T ( G E M L A K E , A P P L E F O R D ) . G P J L O G A G N N N 0 6 . G D T 5 / 2 8 / 2 6 10 8 17 22 * * 61 SM SC SM SC SC SM SC MC=14.2% MC=14.9% * 50 blows over 2 inches (set). * 50 blows over 1 inch (set). MC=13.4% 0.2 0.4 2.0 4.0 11.5 18.0 21.0 966.8 966.6 965.0 963.0 955.5 949.0 946.0 2 INCHES BITUMINOUS. 3 INCHES AGGREGATE BASE. FILL, Silty Sand, brown, moist. FILL, Silty Clayey Sand, fine-to-medium grained, trace Gravel, brown, moist. Below 5 feet, brown. FILL, Clayey Sand, fine-to-medium grained, trace Gravel, brown, moist. SILTY CLAYEY SAND, fine-to-medium grained, trace Gravel, dark gray and brown mixing, moist, very dense. (Possible Fill) CLAYEY SAND, fine-to-medium grained, trace Gravel, gray, moist, very dense. (Glacial Till) End Boring. Water was not observed. Boring was sealed upon completion. B-09 page 1 of 1 0.0 BORING:B-09 27718.26.MNT CHOSEN VALLEY TESTING SCALE:1" = 3' BPF 27718.26.MNT Design Phase Geotechnical Evaluation Apple Ford 1493 County Road E East Gem Lake, Minnesota See attached sketch. LOCATION: WLUSCS Symbol Tests and NotesDepthElev. DATE: 5/4/2026 Description of Materials (ASTM D 2487/2488) PROJECT: 967.0 L O G O F B O R I N G CV T S T A N D A R D 2 7 7 1 8 . 2 6 . M N T ( G E M L A K E , A P P L E F O R D ) . G P J L O G A G N N N 0 6 . G D T 5 / 2 8 / 2 6 6 13 10 36 50 19 OL SC SC SC SM SP MC=14.7% MC=14.1% MC=4.5% 1.0 4.0 6.5 13.5 14.9 965.0 962.0 959.5 952.5 951.1 TOPSOIL, Slightly Organic Silty Sand, trace Roots, dark brown, moist. CLAYEY SAND, fine-to-medium grained, trace Gravel, dark brown, moist, loose. (B-Horizon) CLAYEY SAND, fine-to-medium grained, trace Gravel, brown, moist, medium dense. (Glacial Till) SILTY SAND, fine-to-medium grained, trace Gravel, brown, moist, medium dense to dense. (Glacial Till) POORLY GRADED SAND, fine-to-medium grained, trace Gravel, brown, moist, medium dense. (Glacial Till) End Boring. Water was not observed. Boring was sealed upon completion. B-10 page 1 of 1 0.0 BORING:B-10 27718.26.MNT CHOSEN VALLEY TESTING SCALE:1" = 3' BPF 27718.26.MNT Design Phase Geotechnical Evaluation Apple Ford 1493 County Road E East Gem Lake, Minnesota See attached sketch. LOCATION: WLUSCS Symbol Tests and NotesDepthElev. DATE: 5/5/2026 Description of Materials (ASTM D 2487/2488) PROJECT: 966.0 L O G O F B O R I N G CV T S T A N D A R D 2 7 7 1 8 . 2 6 . M N T ( G E M L A K E , A P P L E F O R D ) . G P J L O G A G N N N 0 6 . G D T 5 / 2 8 / 2 6 6 14 11 38 57 20 OL SC SC SC SM SP SM MC=15.9% MC=14.9% MC=19.1% 1.0 4.0 9.0 13.5 14.9 957.0 954.0 949.0 944.5 943.1 TOPSOIL, Slightly Organic Silty Sand, trace Roots, dark brown, moist. CLAYEY SAND, fine-to-medium grained, trace Gravel, dark brown, moist, loose. (B-Horizon) CLAYEY SAND, fine-to-medium grained, trace Gravel, brown, moist, medium dense. (Glacial Till) SILTY CLAYEY SAND, fine-to-medium grained, trace Gravel, brown, moist, dense to very dense. (Glacial Till) At 12 feet, gray and brown mottled. POORLY GRADED SAND WITH SILT, fine grained, brown, water-bearing, medium dense. (Glacial Outwash) End Boring. Water was not observed. Boring was sealed upon completion. B-11 page 1 of 1 0.0 BORING:B-11 27718.26.MNT CHOSEN VALLEY TESTING SCALE:1" = 3' BPF 27718.26.MNT Design Phase Geotechnical Evaluation Apple Ford 1493 County Road E East Gem Lake, Minnesota See attached sketch. LOCATION: WLUSCS Symbol Tests and NotesDepthElev. DATE: 5/5/2026 Description of Materials (ASTM D 2487/2488) PROJECT: 958.0 L O G O F B O R I N G CV T S T A N D A R D 2 7 7 1 8 . 2 6 . M N T ( G E M L A K E , A P P L E F O R D ) . G P J L O G A G N N N 0 6 . G D T 5 / 2 8 / 2 6 6 6 11 28 8 9 OL CL CL SP MC=20.4% MC=22.1% MC=8.7% 2.0 6.5 11.5 14.9 954.0 949.5 944.5 941.1 TOPSOIL, Slightly Organic Silty Sand, trace Roots, dark brown, moist. SANDY LEAN CLAY, trace Gravel, dark brown, moist, medium. (B-Horizon) SANDY LEAN CLAY, trace Gravel, brown, wet, rather stiff to very stiff. (Glacial Till) POORLY GRADED SAND, fine-to-medium grained, trace Gravel, brown, water-bearing, loose. (Glacial Outwash) End Boring. Water was encountered at 12 feet during drilling. Boring was sealed upon completion. B-12 page 1 of 1 0.0 BORING:B-12 27718.26.MNT CHOSEN VALLEY TESTING SCALE:1" = 3' BPF 27718.26.MNT Design Phase Geotechnical Evaluation Apple Ford 1493 County Road E East Gem Lake, Minnesota See attached sketch. LOCATION: WLUSCS Symbol Tests and NotesDepthElev. DATE: 5/5/2026 Description of Materials (ASTM D 2487/2488) PROJECT: 956.0 L O G O F B O R I N G CV T S T A N D A R D 2 7 7 1 8 . 2 6 . M N T ( G E M L A K E , A P P L E F O R D ) . G P J L O G A G N N N 0 6 . G D T 5 / 2 8 / 2 6 5 7 10 18 9 9 OL SC SC CL SC CL SP SM MC=18.5% MC=16.7% MC=16.2% 2.0 4.0 6.5 9.0 11.5 13.5 14.9 957.0 955.0 952.5 950.0 947.5 945.5 944.1 TOPSOIL, Slightly Organic Silty Sand, trace Roots, dark brown, moist. FILL, Clayey Sand, fine-to-medium grained, trace Gravel, dark brown and gray mixing, moist. CLAYEY SAND, fine-to-medium grained, trace Roots, dark brown, moist, loose. (B-Horizon) SANDY LEAN CLAY, trace Gravel, brown, wet, rather stiff. (Glacial Till) CLAYEY SAND, fine-to-medium grained, trace Gravel, brown, moist, medium dense. (Glacial Till) LEAN CLAY WITH SAND, trace Gravel, gray and brown mottled, wet, rather stiff. (Glacial Till) POORLY GRADED SAND WITH SILT, fine-to-medium grained, brown, water-bearing, loose. (Glacial Outwash) End Boring. Water was encountered at 12 feet during drilling. Boring was sealed upon completion. B-13 page 1 of 1 0.0 BORING:B-13 27718.26.MNT CHOSEN VALLEY TESTING SCALE:1" = 3' BPF 27718.26.MNT Design Phase Geotechnical Evaluation Apple Ford 1493 County Road E East Gem Lake, Minnesota See attached sketch. LOCATION: WLUSCS Symbol Tests and NotesDepthElev. DATE: 5/5/2026 Description of Materials (ASTM D 2487/2488) PROJECT: 959.0 L O G O F B O R I N G CV T S T A N D A R D 2 7 7 1 8 . 2 6 . M N T ( G E M L A K E , A P P L E F O R D ) . G P J L O G A G N N N 0 6 . G D T 5 / 2 8 / 2 6 6 8 10 12 11 16 SP SM CL SC SM MC=20.6% MC=18.7% MC=17.1% 0.3 0.7 1.0 6.5 11.5 14.9 967.7 967.3 967.0 961.5 956.5 953.1 4 INCHES BITUMINOUS. FILL, Poorly Graded Sand with Silt, dark brown, moist. 4 INCHES AGGREGATE BASE. SANDY LEAN CLAY, dark brown, wet, medium. (Possible Fill/B-Horizon) CLAYEY SAND, fine-to-medium grained, brown, moist, medium dense. (Glacial Till) SILTY SAND, fine-to-medium grained, trace Gravel, brown, moist, medium dense. (Glacial Till) End Boring. Water was not observed. Boring was sealed upon completion. B-14 page 1 of 1 0.0 BORING:B-14 27718.26.MNT CHOSEN VALLEY TESTING SCALE:1" = 3' BPF 27718.26.MNT Design Phase Geotechnical Evaluation Apple Ford 1493 County Road E East Gem Lake, Minnesota See attached sketch. LOCATION: WLUSCS Symbol Tests and NotesDepthElev. DATE: 5/5/2026 Description of Materials (ASTM D 2487/2488) PROJECT: 968.0 L O G O F B O R I N G CV T S T A N D A R D 2 7 7 1 8 . 2 6 . M N T ( G E M L A K E , A P P L E F O R D ) . G P J L O G A G N N N 0 6 . G D T 5 / 2 8 / 2 6 9 10 15 13 16 24 SP SM SC SC SM SM SC MC=15.0% MC=14.2% MC=13.4% 0.3 0.9 4.0 11.5 13.5 14.9 968.7 968.1 965.0 957.5 955.5 954.1 3 INCHES BITUMINOUS. FILL, Poorly Graded Sand with Silt and Gravel, dark brown, moist. FILL, Clayey Sand, fine-to-medium grained, trace Gravel, brown and dark brown mixing, moist. SILTY CLAYEY SAND, fine-to-medium grained, trace Gravel, brown, moist, medium dense. (Glacial Till) SILTY SAND, fine-to-medium grained, trace Gravel, brown, moist, medium dense. (Glacial Till) CLAYEY SAND, fine-to-medium grained, trace Gravel, brown, moist, medium dense. (Glacial Till) End Boring. Water was not observed. Boring was sealed upon completion. B-15 page 1 of 1 0.0 BORING:B-15 27718.26.MNT CHOSEN VALLEY TESTING SCALE:1" = 3' BPF 27718.26.MNT Design Phase Geotechnical Evaluation Apple Ford 1493 County Road E East Gem Lake, Minnesota See attached sketch. LOCATION: WLUSCS Symbol Tests and NotesDepthElev. DATE: 5/5/2026 Description of Materials (ASTM D 2487/2488) PROJECT: 969.0 L O G O F B O R I N G CV T S T A N D A R D 2 7 7 1 8 . 2 6 . M N T ( G E M L A K E , A P P L E F O R D ) . G P J L O G A G N N N 0 6 . G D T 5 / 2 8 / 2 6 8 8 9 10 9 9 SP SM SM CL SC SC SM MC=20.6% MC=16.6% MC=14.9% 0.3 1.3 2.0 9.0 13.5 14.9 963.7 962.7 962.0 955.0 950.5 949.1 4 INCHES BITUMINOUS. FILL, Poorly Graded Sand with Silt and Gravel, dark brown, moist. FILL, Silty Sand, dark brown, moist. FILL, Sandy Lean Clay, trace Gravel, dark brown, wet. At 7 feet, gray and black mixing. CLAYEY SAND, fine-to-medium grained, trace Gravel, gray, moist, loose. (Glacial Till) SILTY CLAYEY SAND, fine-to-medium grained, trace Gravel, gray, moist, loose. (Glacial Till) End Boring. Water was encountered at 2 feet during drilling. Boring was sealed upon completion. B-16 page 1 of 1 0.0 BORING:B-16 27718.26.MNT CHOSEN VALLEY TESTING SCALE:1" = 3' BPF 27718.26.MNT Design Phase Geotechnical Evaluation Apple Ford 1493 County Road E East Gem Lake, Minnesota See attached sketch. LOCATION: WLUSCS Symbol Tests and NotesDepthElev. DATE: 5/5/2026 Description of Materials (ASTM D 2487/2488) PROJECT: 964.0 L O G O F B O R I N G CV T S T A N D A R D 2 7 7 1 8 . 2 6 . M N T ( G E M L A K E , A P P L E F O R D ) . G P J L O G A G N N N 0 6 . G D T 5 / 2 8 / 2 6 7 15 17 14 15 20 SC SC SM MC=15.7% MC=13.3% MC=14.3% 0.3 0.5 9.0 14.9 963.7 963.5 955.0 949.1 3 INCHES BITUMINOUS. 3 INCHES AGGREGATE BASE. FILL, Clayey Sand, fine-to-medium grained, trace Gravel, brown and dark brown mixing, moist. At 7 feet, dark gray and black mixing. SILTY CLAYEY SAND, fine-to-medium grained, brown and gray mottled, moist. (Glacial Till) End Boring. Water was not observed. Boring was sealed upon completion. B-17 page 1 of 1 0.0 BORING:B-17 27718.26.MNT CHOSEN VALLEY TESTING SCALE:1" = 3' BPF 27718.26.MNT Design Phase Geotechnical Evaluation Apple Ford 1493 County Road E East Gem Lake, Minnesota See attached sketch. LOCATION: WLUSCS Symbol Tests and NotesDepthElev. DATE: 5/5/2026 Description of Materials (ASTM D 2487/2488) PROJECT: 964.0 L O G O F B O R I N G CV T S T A N D A R D 2 7 7 1 8 . 2 6 . M N T ( G E M L A K E , A P P L E F O R D ) . G P J L O G A G N N N 0 6 . G D T 5 / 2 8 / 2 6 7 6 16 16 21 19 SC SC SC SM MC=18.5% MC=14.2% MC=13.8% 0.3 0.5 6.5 13.5 14.9 962.7 962.5 956.5 949.5 948.1 3 INCHES BITUMINOUS. 3 INCHES AGGREGATE BASE. CLAYEY SAND, fine-to-medium grained, trace Gravel, dark brown, moist, loose. (Possible Fill/B-Horizon) CLAYEY SAND, fine-to-medium grained, trace Gravel, brown, moist, medium dense. (Glacial Till) Below 10 feet, Seams of Silty Sand. SILTY CLAYEY SAND, fine-to-medium grained, brown, moist, medium dense. (Glacial Till) End Boring. Water was not observed. Boring was sealed upon completion. B-18 page 1 of 1 0.0 BORING:B-18 27718.26.MNT CHOSEN VALLEY TESTING SCALE:1" = 3' BPF 27718.26.MNT Design Phase Geotechnical Evaluation Apple Ford 1493 County Road E East Gem Lake, Minnesota See attached sketch. LOCATION: WLUSCS Symbol Tests and NotesDepthElev. DATE: 5/4/2026 Description of Materials (ASTM D 2487/2488) PROJECT: 963.0 L O G O F B O R I N G CV T S T A N D A R D 2 7 7 1 8 . 2 6 . M N T ( G E M L A K E , A P P L E F O R D ) . G P J L O G A G N N N 0 6 . G D T 5 / 2 8 / 2 6 6 7 15 11 18 16 SC SC SC SM MC=18.6% MC=10.4% MC=15.7% 0.3 0.8 6.5 13.5 14.9 965.7 965.2 959.5 952.5 951.1 3 INCHES BITUMINOUS. 6 INCHES AGGREGATE BASE. CLAYEY SAND, fine-to-medium grained, trace Gravel, dark brown, moist, loose. (Possible Fill/B-Horizon) CLAYEY SAND, fine-to-medium grained, trace Gravel, brown, moist, medium dense. (Glacial Till) Below 10 feet, Seams of Silty Sand. SILTY CLAYEY SAND, fine-to-medium grained, brown, moist, medium dense. (Glacial Till) End Boring. Water was not observed. Boring was sealed upon completion. B-19 page 1 of 1 0.0 BORING:B-19 27718.26.MNT CHOSEN VALLEY TESTING SCALE:1" = 3' BPF 27718.26.MNT Design Phase Geotechnical Evaluation Apple Ford 1493 County Road E East Gem Lake, Minnesota See attached sketch. LOCATION: WLUSCS Symbol Tests and NotesDepthElev. DATE: 5/4/2026 Description of Materials (ASTM D 2487/2488) PROJECT: 966.0 L O G O F B O R I N G CV T S T A N D A R D 2 7 7 1 8 . 2 6 . M N T ( G E M L A K E , A P P L E F O R D ) . G P J L O G A G N N N 0 6 . G D T 5 / 2 8 / 2 6 6 8 11 16 20 38 55 SP SM CL CL SC SC SM SC SM SC MC=20.9% MC=15.9% MC=13.9% MC=13.0% 0.3 0.8 6.5 9.0 11.5 14.0 18.0 21.0 968.7 968.2 962.5 960.0 957.5 955.0 951.0 948.0 3 INCHES BITUMINOUS. FILL, Poorly Graded Sand with Silt and Gravel, brown, moist. FILL, Sandy Lean Clay, dark gray, wet. At 5 feet, brown and gray mixing. FILL, Sandy Lean Clay, brown and dark brown mixing, wet. CLAYEY SAND, fine-to-medium grained, trace Gravel, dark brown, moist, medium dense. (Possible Fill/B-Horizon) SILTY CLAYEY SAND, fine-to-medium grained, trace Gravel, dark brown, moist, medium dense. (Possible Fill/B-Horizon) SILTY CLAYEY SAND, fine-to-medium grained, trace Gravel, brown, moist, dense. (Glacial Till) CLAYEY SAND, fine-to-medium grained, trace Gravel, dark gray, moist, very dense. (Glacial Till) End Boring. Water was not observed. Boring was sealed upon completion. B-20 page 1 of 1 0.0 BORING:B-20 27718.26.MNT CHOSEN VALLEY TESTING SCALE:1" = 3' BPF 27718.26.MNT Design Phase Geotechnical Evaluation Apple Ford 1493 County Road E East Gem Lake, Minnesota See attached sketch. LOCATION: WLUSCS Symbol Tests and NotesDepthElev. DATE: 5/4/2026 Description of Materials (ASTM D 2487/2488) PROJECT: 969.0 L O G O F B O R I N G CV T S T A N D A R D 2 7 7 1 8 . 2 6 . M N T ( G E M L A K E , A P P L E F O R D ) . G P J L O G A G N N N 0 6 . G D T 5 / 2 8 / 2 6 Job No. 27118.26.MNR TERM Boulder Cobble Gravel Sand Silt or Clay PL A S T I C I T Y I N D E X ( % ) 0 10 20 30 40 50 60 70 80 (RECORDED AS BLOWS / 0.5 FT) RELATIVE DENSITY >50% OF COARSE FRACTION PASSES ON NO 4. SIEVE MC OC CN DD PP RV SA P200 - - - WATER LEVEL (WITH TIME OF) MEASUREMENT 0 - 4 4 - 10 10 - 30 30 - 50 OVER 50 CONSISTENCY CH LIQUID LIMIT (%) WELL-GRADED GRAVEL POORLY-GRADED GRAVEL SILTY GRAVEL CLAYEY GRAVEL WELL-GRADED SAND POORLY-GRADED SAND SILTY SAND CLAYEY SAND LEAN CLAY SILT ORGANIC CLAY OR SILT FAT CLAY ELASTIC SILT ORGANIC CLAY OR SILT BLOWS/FOOT* * NUMBER OF BLOWS OF 140 LB HAMMER FALLING 30 INCHES TO DRIVE A 2 INCH O.D. (1-3/8 INCH I.D.) SPLIT-BARREL SAMPLER THE LAST 12 INCHES OF AN 18-INCH DRIVE (ASTM-1586 STANDARD PENETRATION TEST). SAND & GRAVEL SILT & CLAY PENETRATION RESISTANCE CL BLOWS/FOOT* SOIL GROUP NAMES & LEGEND SAMPLE TYPES GRAVELS WITH FINES >12% FINES PRIMARILY ORGANIC MATTER, DARK IN COLOR, AND ORGANIC ODOR CLEAN GRAVELS <5% FINES PT GW GP GM GC SW SP SM SC CL ML OL CH MH OH 0 - 0.25 0.25 - 0.50 0.50 - 1.0 1.0 - 2.0 TERM Trace With Modifier 2.0 - 4.0 OVER 4.0 COMPRESSIVE STRENGTH (TSF) GROUP SYMBOLCRITERIA FOR ASSIGNING SOIL GROUP NAMESMATERIAL TYPES 0 10 20 30 40 50 60 70 80 90 100 110 120 GRAVELS INORGANIC ORGANIC Cu>6 AND 1<Cc<3 Cu>6 AND 1>Cc>3 FINES CLASSIFY AS ML OR CL FINES CLASSIFY AS CL OR CH Cu>4 AND 1<Cc<3 Cu>4 AND 1>Cc>3 Grain Size Terminology TERM Trace With Modifier PEAT VERY LOOSE LOOSE MEDIUM DENSE DENSE VERY DENSE "A " L I N E PLASTICITY CHART FI N E - G R A I N E D S O I L S >5 0 % P A S S E S NO . 2 0 0 S I E V E CO A R S E - G R A I N E D S O I L S >5 0 % R E T A I N E D O N NO . 2 0 0 S I E V E HIGHLY ORGANIC SOILS >50% OF COARSE FRACTION RETAINED ON NO 4. SIEVE SILTS AND CLAYS LIQUID LIMIT<50 SILTS AND CLAYS LIQUID LIMIT>50 SANDS CL-ML INORGANIC SANDS AND FINES >12% FINES CLEAN SANDS <5% FINES - FINES CLASSIFY AS ML OR CL FINES CLASSIFY AS CL OR CH PI>7 AND PLOTS>"A" LINE PI>4 AND PLOTS<"A" LINE LL (oven dried)/LL (not dried)<0.75 PI PLOTS >"A" LINE PI PLOTS <"A" LINE LL (oven dried)/LL (not dried)<0.75 LEGEND TO SOIL DESCRIPTIONS Hollow Stem Standard Penetration Test UNIFIED SOIL CLASSIFICATION (ASTM D-2487/2488) Chosen Valley Testing Relative Proportions of Sand and Gravel ORGANIC PERCENT < 15 15 - 29 > 30 TEST SYMBOLS - - - - - - - - MH ML VERY SOFT SOFT RATHER SOFT MEDIUM RATHER STIFF STIFF VERY STIFF HARD 0 - 1 2 - 3 4 - 5 6 - 8 9 - 12 13 - 16 17 - 30 OVER 30 Relative Proportions of Fines PERCENT < 5 5 - 12 > 12 LL PI SW UU LIQUID LIMIT PLASTISITY INDEX SWELL TEST Unconsolidated Undrained triaxial MOISTURE CONTENT ORGANIC CONTENT CONSOLIDATION DRY DENSITY POCKET PENETROMETER R-VALUE SIEVE ANALYSIS % PASSING #200 SIEVE SIZE > 12 in. 3 in. - 12 in. #4 sieve to 3 in. #200 sieve to #4 sieve Passing #200 sieve CV T 2 7 1 1 8 . 2 6 . M N R ( Z U M B R O T A S T R E E T A N D U T I L I T Y I M P R OV E M E N T S ) . G P J 3 / 2 / 2 6 Apple Ford, Gem Lake, MN GAG26002 Appendix B-1 APPENDIX B: EXISTING DRAINAGE MAP & HYDROCAD MODEL GUY GUY GUY GUY GUY GU Y GU Y GUY GUY GUY GUY G E CO E HH HHGUY HH AC G GU Y CO AC G X X X X XXX X X X GUY ST ST HH TB GUY GUYGUYGUY GUYHH SGLP SS ST ST E ESGLPE GU Y E ST ST SSSS TB GUY SS T N H GUY ST HH TBTB SS GUYHHST ST ST ST GUY GUY HH GUY SS X X X T CS OE OE OE OE OE OE OE OE OE OE OE X X X X X XXX X X X OE OE OE OE OE WIRE FENCE PARTIALLY LAYING DOWN ±0.5 FT SOUTH OF LINE PARCEL A PARCEL B 273022310010 OWNER: BETH TSCHIDA 273022310003 OWNER: THOMAS RASMUSSEN TR 27 3 0 2 2 3 3 0 4 9 OW N E R : C I T Y O F G E M L A K E 27302230016 OWNER: STEPHANIE FARRELL 273022330010 OWNER: JOHN KUNY 62.5 DA N I E L ' S F A R M R O A D COUNTY ROAD E EAST UE UE UE UE UE UE UE UE UE I I I I I I I I I I I >> >>>> UC UC UC UC UC EXISTING BUILDING AREA = 53,559 S.F. LFE = 965.73 EXISTING BUILDING AREA = 14,245 S.F. FFE = 975.08 EXISTING BUILDING AREA = 9,048 S.F. EXISTING BUILDING AREA = 4,000 S.F. EXISTING BUILDING AREA = 3,600 S.F. EXISTING BUILDING AREA = 3,600 S.F. GFE = 970.45 EXISTING BUILDING AREA = 400S.F. EX I S T I N G C A N O P Y COUNTY ROAD E EAST U.S . HIG H W A Y 6 1 96 4 96 5 96 6 96 7 96 8 969 970 971 972 973 974 9 7 4 9 6 6 967 968 969 970 971 972 973 974 96 6 96 7 96 8 96 9 97 097 1 97 2 97 3 9 7 4 962 963 964965 966967 968 96 6 967 968 9 6 7 9 6 8 9 6 9 9 7 0 9 7 1 9 7 2 96 2 9 6 3 9 6 4 9 6 5 965 966 965 96 6 9 6 7 9 6 8 96 0 96 1 96 2 96 3 96 4 96 1 96 2 96 3 9 6 4 963 964 9 6 5 96 59669679 5 5 956 957 958 959 9 6 0 9 6 1 9 6 2 9 6 3 9 6 4 96 5 9 6 6 960 96 1 96 1 96 2 9 6 3 9 6 3963 964 965966 9 6 7 9 6 8 963 96 4 9 6 5 96 6 9 6 7 96 89 6 9 970971 962 963 964965 966967 96 8 969970 967 96 3 96 4 965 966 966 967967 962 963 964 965 96 6 96 7 96 8 9 5 7 9 5 8 9 5 9 9 6 0 9 6 1 9 6 2 96 3 9 6 4 9 6 5 9 6 6 9 6 7 9 6 8 9 6 9 9 7 0 9 7 1 9 7 2 9 7 3 955 95 6 957958959960 96 1 953 954955956 957 958 959 960 961 956 957 958 959960961962963964 965 966 957 958 959960961962963964965966967 968 9 6 5 9 6 6 96 7 96 8 9 6 9 970 971 97 2 9 7 3 9 7 4 963 964 964 965 9 6 5 96 696 79 6 8 9 6 9 96 0 96 196 2 96 3 955 956 957 958 959 960 961 962 963 964 965 966 967 968 969 970 EXISTING BUILDING AREA = 128S.F. WE T W E T WET WET WET WET W E T WE T WET W E T W E T > UE UE SHORELAND OVERLAY B-01 B-02 B-03 B-04 B-20 B-09 B-08 B-11 B-10 B-07 B-06 B-05 B-19 B-18 B-17 B-12 B-13 B-14 B-15 B-16 NORTH WETLAND TOTAL = 259,167 S.F. IMPERVIOUS = 171,668 S.F. PERVIOUS = 87,499 S.F. HWY 61 DITCH TOTAL = 304,390 S.F. IMPERVIOUS = 295,965 S.F. PERVIOUS = 8,425 S.F. SE COUNTY RD E TOTAL = 56,539 S.F. IMPERVIOUS = 51,682 S.F. PERVIOUS = 4,857 S.F. SOUTH COUNTY RD E TOTAL = 658,308 S.F. IMPERVIOUS = 73,279 S.F. PERVIOUS = 148,979 S.F. PERVIOUS AGRICULTURE = 436,050 Landform® and Site to Finish® are registered service marks of Landform Professional Services, LLC. Existing Drainage Map APPLE FORD • Gem Lake, MN • 07.24.2026 Primary Drainage Boundary Secondary Drainage Boundary Tertiary Drainage Boundary Time of Concentration Path Legend NORTH 0 150 xS NAME xP NAME xR NAME Subcatchment Label Pond / Basin Label Reach Label 1S South CR E 2S SW CR E 3S HWY 61 Ditch 4S NW Wetland 5R North 6R SE 7R SW Routing Diagram for 2026-05-22 Existing HydroCAD Prepared by Landform Professional Services, Printed 7/23/2026 HydroCAD® 10.20-6a s/n 01713 © 2024 HydroCAD Software Solutions LLC Subcat Reach Pond Link 2026-05-22 Existing HydroCAD Printed 7/23/2026Prepared by Landform Professional Services Page 2HydroCAD® 10.20-6a s/n 01713 © 2024 HydroCAD Software Solutions LLC Rainfall Events Listing Event# Event Name Storm Type Curve Mode Duration (hours) B/B Depth (inches) AMC 1 2-year MSE 24-hr 3 Default 24.00 1 2.79 2 2 10-year MSE 24-hr 3 Default 24.00 1 4.17 2 3 100-year MSE 24-hr 3 Default 24.00 1 7.30 2 2026-05-22 Existing HydroCAD Printed 7/23/2026Prepared by Landform Professional Services Page 3HydroCAD® 10.20-6a s/n 01713 © 2024 HydroCAD Software Solutions LLC Area Listing (all nodes) Area (acres) CN Description (subcatchment-numbers) 5.734 80 >75% Grass cover, Good, HSG D (1S, 2S, 3S, 4S) 11.922 98 Paved parking, HSG D (2S, 3S, 4S) 10.010 89 Row crops, straight row, Good, HSG D (1S) 1.682 98 Water Surface, HSG D (1S) 29.348 91 TOTAL AREA MSE 24-hr 3 2-year Rainfall=2.79"2026-05-22 Existing HydroCAD Printed 7/23/2026Prepared by Landform Professional Services Page 4HydroCAD® 10.20-6a s/n 01713 © 2024 HydroCAD Software Solutions LLC Time span=1.00-72.00 hrs, dt=0.01 hrs, 7101 points Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Runoff Area=658,308 sf 11.13% Impervious Runoff Depth=1.63"Subcatchment 1S: South CR E Flow Length=1,112' Tc=29.5 min CN=88 Runoff=22.39 cfs 2.056 af Runoff Area=56,539 sf 91.41% Impervious Runoff Depth=2.35"Subcatchment 2S: SW CR E Tc=5.0 min CN=96 Runoff=5.35 cfs 0.254 af Runoff Area=304,390 sf 97.23% Impervious Runoff Depth=2.56"Subcatchment 3S: HWY 61 Ditch Tc=5.0 min CN=98 Runoff=29.89 cfs 1.490 af Runoff Area=259,167 sf 66.24% Impervious Runoff Depth=1.96"Subcatchment 4S: NW Wetland Tc=5.0 min CN=92 Runoff=21.80 cfs 0.973 af Inflow=51.68 cfs 2.464 afReach 5R: North Outflow=51.68 cfs 2.464 af Inflow=5.35 cfs 0.254 afReach 6R: SE Outflow=5.35 cfs 0.254 af Inflow=22.39 cfs 2.056 afReach 7R: SW Outflow=22.39 cfs 2.056 af Total Runoff Area = 29.348 ac Runoff Volume = 4.774 af Average Runoff Depth = 1.95" 53.65% Pervious = 15.744 ac 46.35% Impervious = 13.604 ac MSE 24-hr 3 2-year Rainfall=2.79"2026-05-22 Existing HydroCAD Printed 7/23/2026Prepared by Landform Professional Services Page 5HydroCAD® 10.20-6a s/n 01713 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment 1S: South CR E Runoff = 22.39 cfs @ 12.42 hrs, Volume= 2.056 af, Depth= 1.63" Routed to Reach 7R : SW Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-72.00 hrs, dt= 0.01 hrs MSE 24-hr 3 2-year Rainfall=2.79" Area (sf) CN Description 73,279 98 Water Surface, HSG D 436,050 89 Row crops, straight row, Good, HSG D 148,979 80 >75% Grass cover, Good, HSG D 658,308 88 Weighted Average 585,029 88.87% Pervious Area 73,279 11.13% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 4.0 358 0.0279 1.50 Shallow Concentrated Flow, NE Steep Cultivated Straight Rows Kv= 9.0 fps 25.5 754 0.0030 0.49 Shallow Concentrated Flow, South Flat Cultivated Straight Rows Kv= 9.0 fps 29.5 1,112 Total Subcatchment 1S: South CR E Runoff Hydrograph Time (hours) 72706866646260585654525048464442403836343230282624222018161412108642 Fl o w ( c f s ) 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 0 MSE 24-hr 3 2-year Rainfall=2.79" Runoff Area=658,308 sf Runoff Volume=2.056 af Runoff Depth=1.63" Flow Length=1,112' Tc=29.5 min CN=88 22.39 cfs MSE 24-hr 3 2-year Rainfall=2.79"2026-05-22 Existing HydroCAD Printed 7/23/2026Prepared by Landform Professional Services Page 6HydroCAD® 10.20-6a s/n 01713 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment 2S: SW CR E Runoff = 5.35 cfs @ 12.12 hrs, Volume= 0.254 af, Depth= 2.35" Routed to Reach 6R : SE Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-72.00 hrs, dt= 0.01 hrs MSE 24-hr 3 2-year Rainfall=2.79" Area (sf) CN Description 51,682 98 Paved parking, HSG D 4,857 80 >75% Grass cover, Good, HSG D 56,539 96 Weighted Average 4,857 8.59% Pervious Area 51,682 91.41% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.0 Direct Entry, Subcatchment 2S: SW CR E Runoff Hydrograph Time (hours) 72706866646260585654525048464442403836343230282624222018161412108642 Fl o w ( c f s ) 5 4 3 2 1 0 MSE 24-hr 3 2-year Rainfall=2.79" Runoff Area=56,539 sf Runoff Volume=0.254 af Runoff Depth=2.35" Tc=5.0 min CN=96 5.35 cfs MSE 24-hr 3 2-year Rainfall=2.79"2026-05-22 Existing HydroCAD Printed 7/23/2026Prepared by Landform Professional Services Page 7HydroCAD® 10.20-6a s/n 01713 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment 3S: HWY 61 Ditch Runoff = 29.89 cfs @ 12.12 hrs, Volume= 1.490 af, Depth= 2.56" Routed to Reach 5R : North Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-72.00 hrs, dt= 0.01 hrs MSE 24-hr 3 2-year Rainfall=2.79" Area (sf) CN Description 295,965 98 Paved parking, HSG D 8,425 80 >75% Grass cover, Good, HSG D 304,390 98 Weighted Average 8,425 2.77% Pervious Area 295,965 97.23% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.0 Direct Entry, Subcatchment 3S: HWY 61 Ditch Runoff Hydrograph Time (hours) 72706866646260585654525048464442403836343230282624222018161412108642 Fl o w ( c f s ) 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 MSE 24-hr 3 2-year Rainfall=2.79" Runoff Area=304,390 sf Runoff Volume=1.490 af Runoff Depth=2.56" Tc=5.0 min CN=98 29.89 cfs MSE 24-hr 3 2-year Rainfall=2.79"2026-05-22 Existing HydroCAD Printed 7/23/2026Prepared by Landform Professional Services Page 8HydroCAD® 10.20-6a s/n 01713 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment 4S: NW Wetland Runoff = 21.80 cfs @ 12.12 hrs, Volume= 0.973 af, Depth= 1.96" Routed to Reach 5R : North Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-72.00 hrs, dt= 0.01 hrs MSE 24-hr 3 2-year Rainfall=2.79" Area (sf) CN Description 171,668 98 Paved parking, HSG D 87,499 80 >75% Grass cover, Good, HSG D 259,167 92 Weighted Average 87,499 33.76% Pervious Area 171,668 66.24% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.0 Direct Entry, Subcatchment 4S: NW Wetland Runoff Hydrograph Time (hours) 72706866646260585654525048464442403836343230282624222018161412108642 Fl o w ( c f s ) 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 0 MSE 24-hr 3 2-year Rainfall=2.79" Runoff Area=259,167 sf Runoff Volume=0.973 af Runoff Depth=1.96" Tc=5.0 min CN=92 21.80 cfs MSE 24-hr 3 2-year Rainfall=2.79"2026-05-22 Existing HydroCAD Printed 7/23/2026Prepared by Landform Professional Services Page 9HydroCAD® 10.20-6a s/n 01713 © 2024 HydroCAD Software Solutions LLC Summary for Reach 5R: North Inflow Area = 12.937 ac, 82.98% Impervious, Inflow Depth = 2.29" for 2-year event Inflow = 51.68 cfs @ 12.12 hrs, Volume= 2.464 af Outflow = 51.68 cfs @ 12.12 hrs, Volume= 2.464 af, Atten= 0%, Lag= 0.0 min Routed to nonexistent node 8R Routing by Stor-Ind+Trans method, Time Span= 1.00-72.00 hrs, dt= 0.01 hrs Reach 5R: North Inflow Outflow Hydrograph Time (hours) 72706866646260585654525048464442403836343230282624222018161412108642 Fl o w ( c f s ) 55 50 45 40 35 30 25 20 15 10 5 0 Inflow Area=12.937 ac 51.68 cfs 51.68 cfs MSE 24-hr 3 2-year Rainfall=2.79"2026-05-22 Existing HydroCAD Printed 7/23/2026Prepared by Landform Professional Services Page 10HydroCAD® 10.20-6a s/n 01713 © 2024 HydroCAD Software Solutions LLC Summary for Reach 6R: SE Inflow Area = 1.298 ac, 91.41% Impervious, Inflow Depth = 2.35" for 2-year event Inflow = 5.35 cfs @ 12.12 hrs, Volume= 0.254 af Outflow = 5.35 cfs @ 12.12 hrs, Volume= 0.254 af, Atten= 0%, Lag= 0.0 min Routed to nonexistent node 8R Routing by Stor-Ind+Trans method, Time Span= 1.00-72.00 hrs, dt= 0.01 hrs Reach 6R: SE Inflow Outflow Hydrograph Time (hours) 72706866646260585654525048464442403836343230282624222018161412108642 Fl o w ( c f s ) 5 4 3 2 1 0 Inflow Area=1.298 ac 5.35 cfs 5.35 cfs MSE 24-hr 3 2-year Rainfall=2.79"2026-05-22 Existing HydroCAD Printed 7/23/2026Prepared by Landform Professional Services Page 11HydroCAD® 10.20-6a s/n 01713 © 2024 HydroCAD Software Solutions LLC Summary for Reach 7R: SW Inflow Area = 15.113 ac, 11.13% Impervious, Inflow Depth = 1.63" for 2-year event Inflow = 22.39 cfs @ 12.42 hrs, Volume= 2.056 af Outflow = 22.39 cfs @ 12.42 hrs, Volume= 2.056 af, Atten= 0%, Lag= 0.0 min Routed to nonexistent node 8R Routing by Stor-Ind+Trans method, Time Span= 1.00-72.00 hrs, dt= 0.01 hrs Reach 7R: SW Inflow Outflow Hydrograph Time (hours) 72706866646260585654525048464442403836343230282624222018161412108642 Fl o w ( c f s ) 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 0 Inflow Area=15.113 ac 22.39 cfs 22.39 cfs MSE 24-hr 3 10-year Rainfall=4.17"2026-05-22 Existing HydroCAD Printed 7/23/2026Prepared by Landform Professional Services Page 12HydroCAD® 10.20-6a s/n 01713 © 2024 HydroCAD Software Solutions LLC Time span=1.00-72.00 hrs, dt=0.01 hrs, 7101 points Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Runoff Area=658,308 sf 11.13% Impervious Runoff Depth=2.89"Subcatchment 1S: South CR E Flow Length=1,112' Tc=29.5 min CN=88 Runoff=39.18 cfs 3.636 af Runoff Area=56,539 sf 91.41% Impervious Runoff Depth=3.71"Subcatchment 2S: SW CR E Tc=5.0 min CN=96 Runoff=8.20 cfs 0.401 af Runoff Area=304,390 sf 97.23% Impervious Runoff Depth=3.93"Subcatchment 3S: HWY 61 Ditch Tc=5.0 min CN=98 Runoff=45.04 cfs 2.291 af Runoff Area=259,167 sf 66.24% Impervious Runoff Depth=3.28"Subcatchment 4S: NW Wetland Tc=5.0 min CN=92 Runoff=35.24 cfs 1.627 af Inflow=80.27 cfs 3.918 afReach 5R: North Outflow=80.27 cfs 3.918 af Inflow=8.20 cfs 0.401 afReach 6R: SE Outflow=8.20 cfs 0.401 af Inflow=39.18 cfs 3.636 afReach 7R: SW Outflow=39.18 cfs 3.636 af Total Runoff Area = 29.348 ac Runoff Volume = 7.956 af Average Runoff Depth = 3.25" 53.65% Pervious = 15.744 ac 46.35% Impervious = 13.604 ac MSE 24-hr 3 10-year Rainfall=4.17"2026-05-22 Existing HydroCAD Printed 7/23/2026Prepared by Landform Professional Services Page 13HydroCAD® 10.20-6a s/n 01713 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment 1S: South CR E Runoff = 39.18 cfs @ 12.42 hrs, Volume= 3.636 af, Depth= 2.89" Routed to Reach 7R : SW Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-72.00 hrs, dt= 0.01 hrs MSE 24-hr 3 10-year Rainfall=4.17" Area (sf) CN Description 73,279 98 Water Surface, HSG D 436,050 89 Row crops, straight row, Good, HSG D 148,979 80 >75% Grass cover, Good, HSG D 658,308 88 Weighted Average 585,029 88.87% Pervious Area 73,279 11.13% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 4.0 358 0.0279 1.50 Shallow Concentrated Flow, NE Steep Cultivated Straight Rows Kv= 9.0 fps 25.5 754 0.0030 0.49 Shallow Concentrated Flow, South Flat Cultivated Straight Rows Kv= 9.0 fps 29.5 1,112 Total Subcatchment 1S: South CR E Runoff Hydrograph Time (hours) 72706866646260585654525048464442403836343230282624222018161412108642 Fl o w ( c f s ) 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 MSE 24-hr 3 10-year Rainfall=4.17" Runoff Area=658,308 sf Runoff Volume=3.636 af Runoff Depth=2.89" Flow Length=1,112' Tc=29.5 min CN=88 39.18 cfs MSE 24-hr 3 10-year Rainfall=4.17"2026-05-22 Existing HydroCAD Printed 7/23/2026Prepared by Landform Professional Services Page 14HydroCAD® 10.20-6a s/n 01713 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment 2S: SW CR E Runoff = 8.20 cfs @ 12.12 hrs, Volume= 0.401 af, Depth= 3.71" Routed to Reach 6R : SE Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-72.00 hrs, dt= 0.01 hrs MSE 24-hr 3 10-year Rainfall=4.17" Area (sf) CN Description 51,682 98 Paved parking, HSG D 4,857 80 >75% Grass cover, Good, HSG D 56,539 96 Weighted Average 4,857 8.59% Pervious Area 51,682 91.41% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.0 Direct Entry, Subcatchment 2S: SW CR E Runoff Hydrograph Time (hours) 72706866646260585654525048464442403836343230282624222018161412108642 Fl o w ( c f s ) 9 8 7 6 5 4 3 2 1 0 MSE 24-hr 3 10-year Rainfall=4.17" Runoff Area=56,539 sf Runoff Volume=0.401 af Runoff Depth=3.71" Tc=5.0 min CN=96 8.20 cfs MSE 24-hr 3 10-year Rainfall=4.17"2026-05-22 Existing HydroCAD Printed 7/23/2026Prepared by Landform Professional Services Page 15HydroCAD® 10.20-6a s/n 01713 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment 3S: HWY 61 Ditch Runoff = 45.04 cfs @ 12.12 hrs, Volume= 2.291 af, Depth= 3.93" Routed to Reach 5R : North Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-72.00 hrs, dt= 0.01 hrs MSE 24-hr 3 10-year Rainfall=4.17" Area (sf) CN Description 295,965 98 Paved parking, HSG D 8,425 80 >75% Grass cover, Good, HSG D 304,390 98 Weighted Average 8,425 2.77% Pervious Area 295,965 97.23% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.0 Direct Entry, Subcatchment 3S: HWY 61 Ditch Runoff Hydrograph Time (hours) 72706866646260585654525048464442403836343230282624222018161412108642 Fl o w ( c f s ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 MSE 24-hr 3 10-year Rainfall=4.17" Runoff Area=304,390 sf Runoff Volume=2.291 af Runoff Depth=3.93" Tc=5.0 min CN=98 45.04 cfs MSE 24-hr 3 10-year Rainfall=4.17"2026-05-22 Existing HydroCAD Printed 7/23/2026Prepared by Landform Professional Services Page 16HydroCAD® 10.20-6a s/n 01713 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment 4S: NW Wetland Runoff = 35.24 cfs @ 12.12 hrs, Volume= 1.627 af, Depth= 3.28" Routed to Reach 5R : North Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-72.00 hrs, dt= 0.01 hrs MSE 24-hr 3 10-year Rainfall=4.17" Area (sf) CN Description 171,668 98 Paved parking, HSG D 87,499 80 >75% Grass cover, Good, HSG D 259,167 92 Weighted Average 87,499 33.76% Pervious Area 171,668 66.24% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.0 Direct Entry, Subcatchment 4S: NW Wetland Runoff Hydrograph Time (hours) 72706866646260585654525048464442403836343230282624222018161412108642 Fl o w ( c f s ) 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 MSE 24-hr 3 10-year Rainfall=4.17" Runoff Area=259,167 sf Runoff Volume=1.627 af Runoff Depth=3.28" Tc=5.0 min CN=92 35.24 cfs MSE 24-hr 3 10-year Rainfall=4.17"2026-05-22 Existing HydroCAD Printed 7/23/2026Prepared by Landform Professional Services Page 17HydroCAD® 10.20-6a s/n 01713 © 2024 HydroCAD Software Solutions LLC Summary for Reach 5R: North Inflow Area = 12.937 ac, 82.98% Impervious, Inflow Depth = 3.63" for 10-year event Inflow = 80.27 cfs @ 12.12 hrs, Volume= 3.918 af Outflow = 80.27 cfs @ 12.12 hrs, Volume= 3.918 af, Atten= 0%, Lag= 0.0 min Routed to nonexistent node 8R Routing by Stor-Ind+Trans method, Time Span= 1.00-72.00 hrs, dt= 0.01 hrs Reach 5R: North Inflow Outflow Hydrograph Time (hours) 72706866646260585654525048464442403836343230282624222018161412108642 Fl o w ( c f s ) 85 80 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 Inflow Area=12.937 ac 80.27 cfs 80.27 cfs MSE 24-hr 3 10-year Rainfall=4.17"2026-05-22 Existing HydroCAD Printed 7/23/2026Prepared by Landform Professional Services Page 18HydroCAD® 10.20-6a s/n 01713 © 2024 HydroCAD Software Solutions LLC Summary for Reach 6R: SE Inflow Area = 1.298 ac, 91.41% Impervious, Inflow Depth = 3.71" for 10-year event Inflow = 8.20 cfs @ 12.12 hrs, Volume= 0.401 af Outflow = 8.20 cfs @ 12.12 hrs, Volume= 0.401 af, Atten= 0%, Lag= 0.0 min Routed to nonexistent node 8R Routing by Stor-Ind+Trans method, Time Span= 1.00-72.00 hrs, dt= 0.01 hrs Reach 6R: SE Inflow Outflow Hydrograph Time (hours) 72706866646260585654525048464442403836343230282624222018161412108642 Fl o w ( c f s ) 9 8 7 6 5 4 3 2 1 0 Inflow Area=1.298 ac 8.20 cfs 8.20 cfs MSE 24-hr 3 10-year Rainfall=4.17"2026-05-22 Existing HydroCAD Printed 7/23/2026Prepared by Landform Professional Services Page 19HydroCAD® 10.20-6a s/n 01713 © 2024 HydroCAD Software Solutions LLC Summary for Reach 7R: SW Inflow Area = 15.113 ac, 11.13% Impervious, Inflow Depth = 2.89" for 10-year event Inflow = 39.18 cfs @ 12.42 hrs, Volume= 3.636 af Outflow = 39.18 cfs @ 12.42 hrs, Volume= 3.636 af, Atten= 0%, Lag= 0.0 min Routed to nonexistent node 8R Routing by Stor-Ind+Trans method, Time Span= 1.00-72.00 hrs, dt= 0.01 hrs Reach 7R: SW Inflow Outflow Hydrograph Time (hours) 72706866646260585654525048464442403836343230282624222018161412108642 Fl o w ( c f s ) 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Inflow Area=15.113 ac 39.18 cfs 39.18 cfs MSE 24-hr 3 100-year Rainfall=7.30"2026-05-22 Existing HydroCAD Printed 7/23/2026Prepared by Landform Professional Services Page 20HydroCAD® 10.20-6a s/n 01713 © 2024 HydroCAD Software Solutions LLC Time span=1.00-72.00 hrs, dt=0.01 hrs, 7101 points Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Runoff Area=658,308 sf 11.13% Impervious Runoff Depth=5.89"Subcatchment 1S: South CR E Flow Length=1,112' Tc=29.5 min CN=88 Runoff=77.55 cfs 7.412 af Runoff Area=56,539 sf 91.41% Impervious Runoff Depth=6.82"Subcatchment 2S: SW CR E Tc=5.0 min CN=96 Runoff=14.61 cfs 0.738 af Runoff Area=304,390 sf 97.23% Impervious Runoff Depth=7.06"Subcatchment 3S: HWY 61 Ditch Tc=5.0 min CN=98 Runoff=79.22 cfs 4.112 af Runoff Area=259,167 sf 66.24% Impervious Runoff Depth=6.35"Subcatchment 4S: NW Wetland Tc=5.0 min CN=92 Runoff=65.21 cfs 3.149 af Inflow=144.42 cfs 7.260 afReach 5R: North Outflow=144.42 cfs 7.260 af Inflow=14.61 cfs 0.738 afReach 6R: SE Outflow=14.61 cfs 0.738 af Inflow=77.55 cfs 7.412 afReach 7R: SW Outflow=77.55 cfs 7.412 af Total Runoff Area = 29.348 ac Runoff Volume = 15.410 af Average Runoff Depth = 6.30" 53.65% Pervious = 15.744 ac 46.35% Impervious = 13.604 ac MSE 24-hr 3 100-year Rainfall=7.30"2026-05-22 Existing HydroCAD Printed 7/23/2026Prepared by Landform Professional Services Page 21HydroCAD® 10.20-6a s/n 01713 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment 1S: South CR E Runoff = 77.55 cfs @ 12.42 hrs, Volume= 7.412 af, Depth= 5.89" Routed to Reach 7R : SW Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-72.00 hrs, dt= 0.01 hrs MSE 24-hr 3 100-year Rainfall=7.30" Area (sf) CN Description 73,279 98 Water Surface, HSG D 436,050 89 Row crops, straight row, Good, HSG D 148,979 80 >75% Grass cover, Good, HSG D 658,308 88 Weighted Average 585,029 88.87% Pervious Area 73,279 11.13% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 4.0 358 0.0279 1.50 Shallow Concentrated Flow, NE Steep Cultivated Straight Rows Kv= 9.0 fps 25.5 754 0.0030 0.49 Shallow Concentrated Flow, South Flat Cultivated Straight Rows Kv= 9.0 fps 29.5 1,112 Total Subcatchment 1S: South CR E Runoff Hydrograph Time (hours) 72706866646260585654525048464442403836343230282624222018161412108642 Fl o w ( c f s ) 85 80 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 MSE 24-hr 3 100-year Rainfall=7.30" Runoff Area=658,308 sf Runoff Volume=7.412 af Runoff Depth=5.89" Flow Length=1,112' Tc=29.5 min CN=88 77.55 cfs MSE 24-hr 3 100-year Rainfall=7.30"2026-05-22 Existing HydroCAD Printed 7/23/2026Prepared by Landform Professional Services Page 22HydroCAD® 10.20-6a s/n 01713 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment 2S: SW CR E Runoff = 14.61 cfs @ 12.12 hrs, Volume= 0.738 af, Depth= 6.82" Routed to Reach 6R : SE Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-72.00 hrs, dt= 0.01 hrs MSE 24-hr 3 100-year Rainfall=7.30" Area (sf) CN Description 51,682 98 Paved parking, HSG D 4,857 80 >75% Grass cover, Good, HSG D 56,539 96 Weighted Average 4,857 8.59% Pervious Area 51,682 91.41% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.0 Direct Entry, Subcatchment 2S: SW CR E Runoff Hydrograph Time (hours) 72706866646260585654525048464442403836343230282624222018161412108642 Fl o w ( c f s ) 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 0 MSE 24-hr 3 100-year Rainfall=7.30" Runoff Area=56,539 sf Runoff Volume=0.738 af Runoff Depth=6.82" Tc=5.0 min CN=96 14.61 cfs MSE 24-hr 3 100-year Rainfall=7.30"2026-05-22 Existing HydroCAD Printed 7/23/2026Prepared by Landform Professional Services Page 23HydroCAD® 10.20-6a s/n 01713 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment 3S: HWY 61 Ditch Runoff = 79.22 cfs @ 12.12 hrs, Volume= 4.112 af, Depth= 7.06" Routed to Reach 5R : North Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-72.00 hrs, dt= 0.01 hrs MSE 24-hr 3 100-year Rainfall=7.30" Area (sf) CN Description 295,965 98 Paved parking, HSG D 8,425 80 >75% Grass cover, Good, HSG D 304,390 98 Weighted Average 8,425 2.77% Pervious Area 295,965 97.23% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.0 Direct Entry, Subcatchment 3S: HWY 61 Ditch Runoff Hydrograph Time (hours) 72706866646260585654525048464442403836343230282624222018161412108642 Fl o w ( c f s ) 85 80 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 MSE 24-hr 3 100-year Rainfall=7.30" Runoff Area=304,390 sf Runoff Volume=4.112 af Runoff Depth=7.06" Tc=5.0 min CN=98 79.22 cfs MSE 24-hr 3 100-year Rainfall=7.30"2026-05-22 Existing HydroCAD Printed 7/23/2026Prepared by Landform Professional Services Page 24HydroCAD® 10.20-6a s/n 01713 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment 4S: NW Wetland Runoff = 65.21 cfs @ 12.12 hrs, Volume= 3.149 af, Depth= 6.35" Routed to Reach 5R : North Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-72.00 hrs, dt= 0.01 hrs MSE 24-hr 3 100-year Rainfall=7.30" Area (sf) CN Description 171,668 98 Paved parking, HSG D 87,499 80 >75% Grass cover, Good, HSG D 259,167 92 Weighted Average 87,499 33.76% Pervious Area 171,668 66.24% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.0 Direct Entry, Subcatchment 4S: NW Wetland Runoff Hydrograph Time (hours) 72706866646260585654525048464442403836343230282624222018161412108642 Fl o w ( c f s ) 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 MSE 24-hr 3 100-year Rainfall=7.30" Runoff Area=259,167 sf Runoff Volume=3.149 af Runoff Depth=6.35" Tc=5.0 min CN=92 65.21 cfs MSE 24-hr 3 100-year Rainfall=7.30"2026-05-22 Existing HydroCAD Printed 7/23/2026Prepared by Landform Professional Services Page 25HydroCAD® 10.20-6a s/n 01713 © 2024 HydroCAD Software Solutions LLC Summary for Reach 5R: North Inflow Area = 12.937 ac, 82.98% Impervious, Inflow Depth = 6.73" for 100-year event Inflow = 144.42 cfs @ 12.12 hrs, Volume= 7.260 af Outflow = 144.42 cfs @ 12.12 hrs, Volume= 7.260 af, Atten= 0%, Lag= 0.0 min Routed to nonexistent node 8R Routing by Stor-Ind+Trans method, Time Span= 1.00-72.00 hrs, dt= 0.01 hrs Reach 5R: North Inflow Outflow Hydrograph Time (hours) 72706866646260585654525048464442403836343230282624222018161412108642 Fl o w ( c f s ) 160 150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 Inflow Area=12.937 ac 144.42 cfs 144.42 cfs MSE 24-hr 3 100-year Rainfall=7.30"2026-05-22 Existing HydroCAD Printed 7/23/2026Prepared by Landform Professional Services Page 26HydroCAD® 10.20-6a s/n 01713 © 2024 HydroCAD Software Solutions LLC Summary for Reach 6R: SE Inflow Area = 1.298 ac, 91.41% Impervious, Inflow Depth = 6.82" for 100-year event Inflow = 14.61 cfs @ 12.12 hrs, Volume= 0.738 af Outflow = 14.61 cfs @ 12.12 hrs, Volume= 0.738 af, Atten= 0%, Lag= 0.0 min Routed to nonexistent node 8R Routing by Stor-Ind+Trans method, Time Span= 1.00-72.00 hrs, dt= 0.01 hrs Reach 6R: SE Inflow Outflow Hydrograph Time (hours) 72706866646260585654525048464442403836343230282624222018161412108642 Fl o w ( c f s ) 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 0 Inflow Area=1.298 ac 14.61 cfs 14.61 cfs MSE 24-hr 3 100-year Rainfall=7.30"2026-05-22 Existing HydroCAD Printed 7/23/2026Prepared by Landform Professional Services Page 27HydroCAD® 10.20-6a s/n 01713 © 2024 HydroCAD Software Solutions LLC Summary for Reach 7R: SW Inflow Area = 15.113 ac, 11.13% Impervious, Inflow Depth = 5.89" for 100-year event Inflow = 77.55 cfs @ 12.42 hrs, Volume= 7.412 af Outflow = 77.55 cfs @ 12.42 hrs, Volume= 7.412 af, Atten= 0%, Lag= 0.0 min Routed to nonexistent node 8R Routing by Stor-Ind+Trans method, Time Span= 1.00-72.00 hrs, dt= 0.01 hrs Reach 7R: SW Inflow Outflow Hydrograph Time (hours) 72706866646260585654525048464442403836343230282624222018161412108642 Fl o w ( c f s ) 85 80 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 Inflow Area=15.113 ac 77.55 cfs 77.55 cfs Table of Contents2026-05-22 Existing HydroCAD Printed 7/23/2026Prepared by Landform Professional Services HydroCAD® 10.20-6a s/n 01713 © 2024 HydroCAD Software Solutions LLC TABLE OF CONTENTS Project Reports 1 Routing Diagram 2 Rainfall Events Listing 3 Area Listing (all nodes) 2-year Event 4 Node Listing 5 Subcat 1S: South CR E 6 Subcat 2S: SW CR E 7 Subcat 3S: HWY 61 Ditch 8 Subcat 4S: NW Wetland 9 Reach 5R: North 10 Reach 6R: SE 11 Reach 7R: SW 10-year Event 12 Node Listing 13 Subcat 1S: South CR E 14 Subcat 2S: SW CR E 15 Subcat 3S: HWY 61 Ditch 16 Subcat 4S: NW Wetland 17 Reach 5R: North 18 Reach 6R: SE 19 Reach 7R: SW 100-year Event 20 Node Listing 21 Subcat 1S: South CR E 22 Subcat 2S: SW CR E 23 Subcat 3S: HWY 61 Ditch 24 Subcat 4S: NW Wetland 25 Reach 5R: North 26 Reach 6R: SE 27 Reach 7R: SW Apple Ford, Gem Lake, MN GAG26002 Appendix C-1 APPENDIX C: PROPOSED DRAINAGE MAP & HYDROCAD MODEL CO E HH HHGUY HH GU Y CO ST ST HH TB GUY GUYGUYGUY GUYHH SGLP SS ST ST E ESGLPE GU Y E ST ST SSSS TB GUY SS T N H GUY ST HH TBTB SS GUYHHST ST ST ST GUY GUY HH GUY SS X X X CS OE OE OE OE OE OE OE OE OE OE OE X X X OE OE OE OE OE WIRE FENCE PARTIALLY LAYING DOWN ±0.5 FT SOUTH OF LINE PARCEL A PARCEL B 273022310010 OWNER: BETH TSCHIDA 273022310003 OWNER: THOMAS RASMUSSEN TR 27 3 0 2 2 3 3 0 4 9 OW N E R : C I T Y O F G E M L A K E 27302230016 OWNER: STEPHANIE FARRELL 273022330010 OWNER: JOHN KUNY DA N I E L ' S F A R M R O A D COUNTY ROAD E EAST I I I I I I I I I I >> >>>> UC UC UC UC UC COUNTY ROAD E EAST U.S . HIG H W A Y 6 1 WE T W E T WET WET WET WET W E T WE T WET W E T W E T SHORELAND OVERLAY B-01 B-02 B-03 B-04 B-20 B-09 B-08 B-11 B-10 B-07 B-06 B-05 B-19 B-18 B-17 B-12 B-13 B-14 B-15 B-16 CO E HH HHGUY HH GU Y CO ST ST HH TB GUY GUYGUYGUY GUYHH SGLP SS ST ST E ESGLPE GU Y E ST ST SSSS TB GUY SS T N H GUY ST HH TBTB SS GUYHHST ST ST ST GUY GUY HH GUY SS X X X CS OE OE OE OE OE OE OE OE OE OE OE X X X OE OE OE OE OE WIRE FENCE PARTIALLY LAYING DOWN ±0.5 FT SOUTH OF LINE PARCEL A PARCEL B 273022310010 OWNER: BETH TSCHIDA 273022310003 OWNER: THOMAS RASMUSSEN TR 27 3 0 2 2 3 3 0 4 9 OW N E R : C I T Y O F G E M L A K E 27302230016 OWNER: STEPHANIE FARRELL 273022330010 OWNER: JOHN KUNY DA N I E L ' S F A R M R O A D COUNTY ROAD E EAST I I I I I I I I I I >> >>>> UC UC UC UC UC COUNTY ROAD E EAST U.S . HIG H W A Y 6 1 WE T W E T WET WET WET WET W E T WE T WET W E T W E T SHORELAND OVERLAY B-01 B-02 B-03 B-04 B-20 B-09 B-08 B-11 B-10 B-07 B-06 B-05 B-19 B-18 B-17 B-12 B-13 B-14 B-15 B-16 PROPOSED BUILDING FFE = 970.00 AREA = 121,451 S.F. > > > > >> >> >> >>>> >>>> >> >>>> >> >> >> >> >> >>>> >> >> >> >> >> >> >> >> > > > > >> NE POND -12P NWL = 961.50 BOT = 958.00 HWL = 964.62 NW POND -11P NWL = 963.00 BOT = 959.00 HWL = 965.27 SE POND -13P NWL = 960.50 BOT = 956.50 HWL = 963.37 30' BUILDING SETBACK 20' PARKING SETBACK 30 ' B U I L D I N G S E T B A C K 10 ' P A R K I N G S E T B A C K 30' BUILDING SETBACK 10' PARKING SETBACK 30' BUILDING SETBACK 20' PARKING SETBACK 30 ' B U I L D I N G S E T B A C K 10 ' P A R K I N G S E T B A C K 30' BUILDING SETBACK 10' PARKING SETBACK NO PARK I N G NO PARK I N G NO PAR K I N G CO E HH HHGUY HH GU Y CO ST ST HH TB GUY GUYGUYGUY GUYHH SGLP SS ST ST E ESGLPE GU Y E ST ST SSSS TB GUY SS T N H GUY ST HH TBTB SS GUYHHST ST ST ST GUY GUY HH GUY SS X X X CS OE OE OE OE OE OE OE OE OE OE OE X X X OE OE OE OE OE WIRE FENCE PARTIALLY LAYING DOWN ±0.5 FT SOUTH OF LINE PARCEL A PARCEL B 273022310010 OWNER: BETH TSCHIDA 273022310003 OWNER: THOMAS RASMUSSEN TR 27 3 0 2 2 3 3 0 4 9 OW N E R : C I T Y O F G E M L A K E 27302230016 OWNER: STEPHANIE FARRELL 273022330010 OWNER: JOHN KUNY DA N I E L ' S F A R M R O A D COUNTY ROAD E EAST I I I I I I I I I I >> >>>> UC UC UC UC UC COUNTY ROAD E EAST U.S . HIG H W A Y 6 1 WE T W E T WET WET WET WET W E T WE T WET W E T W E T SHORELAND OVERLAY B-01 B-02 B-03 B-04 B-20 B-09 B-08 B-11 B-10 B-07 B-06 B-05 B-19 B-18 B-17 B-12 B-13 B-14 B-15 B-16 1S WEST DEALERSHIP 14P SW Underground 2S SE DEALERSHIP 3S NE DEALERSHIP 4S NORTH DEALERSHIP 8S NE D-D 10S NORTH UNDEV 9S SOUTH UNDEV 11P NW Pond 12P NE Pond 13P SE Pond 15S SOUTH D-D Landform® and Site to Finish® are registered service marks of Landform Professional Services, LLC. Proposed Drainage Map APPLE FORD • Gem Lake, MN • 07.24.2026 Primary Drainage Boundary Secondary Drainage Boundary Tertiary Drainage Boundary Time of Concentration Path Legend NORTH 0 150 xS NAME xP NAME xR NAME Subcatchment Label Pond / Basin Label Reach Label 1S West Dealership 2S SE Dealership 3S NE Dealership 4S North Dealership 8S NE D-D 9S South Undev. 10S North Undev. 15S South D-D 5R North 6R SE 7R SW 11P NW Pond 12P NE Pond 13P SE Pond14P SW Underground Routing Diagram for 2026-05-22 Propsoed HydroCAD Prepared by Landform Professional Services, Printed 7/23/2026 HydroCAD® 10.20-6a s/n 01713 © 2024 HydroCAD Software Solutions LLC Subcat Reach Pond Link 2026-05-22 Propsoed HydroCAD Printed 7/23/2026Prepared by Landform Professional Services Page 2HydroCAD® 10.20-6a s/n 01713 © 2024 HydroCAD Software Solutions LLC Rainfall Events Listing Event# Event Name Storm Type Curve Mode Duration (hours) B/B Depth (inches) AMC 1 2-year MSE 24-hr 3 Default 24.00 1 2.79 2 2 10-year MSE 24-hr 3 Default 24.00 1 4.17 2 3 100-year MSE 24-hr 3 Default 24.00 1 7.30 2 2026-05-22 Propsoed HydroCAD Printed 7/23/2026Prepared by Landform Professional Services Page 3HydroCAD® 10.20-6a s/n 01713 © 2024 HydroCAD Software Solutions LLC Area Listing (all nodes) Area (acres) CN Description (subcatchment-numbers) 0.100 89 <50% Grass cover, Poor, HSG D (15S) 3.735 80 >75% Grass cover, Good, HSG D (1S, 2S, 3S, 4S, 8S, 10S) 13.808 98 Paved parking, HSG D (1S, 2S, 3S, 4S, 8S, 9S) 11.130 89 Row crops, straight row, Good, HSG D (9S) 0.575 98 Water Surface, HSG D (2S, 3S, 4S) 29.348 92 TOTAL AREA MSE 24-hr 3 2-year Rainfall=2.79"2026-05-22 Propsoed HydroCAD Printed 7/23/2026Prepared by Landform Professional Services Page 4HydroCAD® 10.20-6a s/n 01713 © 2024 HydroCAD Software Solutions LLC Time span=1.00-72.00 hrs, dt=0.01 hrs, 7101 points Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Runoff Area=229,872 sf 93.95% Impervious Runoff Depth=2.45"Subcatchment 1S: West Dealership Tc=5.0 min CN=97 Runoff=22.20 cfs 1.078 af Runoff Area=146,674 sf 87.80% Impervious Runoff Depth=2.35"Subcatchment 2S: SE Dealership Tc=5.0 min CN=96 Runoff=13.87 cfs 0.658 af Runoff Area=202,063 sf 88.47% Impervious Runoff Depth=2.35"Subcatchment 3S: NE Dealership Tc=5.0 min CN=96 Runoff=19.10 cfs 0.907 af Runoff Area=105,254 sf 85.28% Impervious Runoff Depth=2.24"Subcatchment 4S: North Dealership Tc=5.0 min CN=95 Runoff=9.71 cfs 0.452 af Runoff Area=27,378 sf 43.89% Impervious Runoff Depth=1.63"Subcatchment 8S: NE D-D Tc=0.0 min CN=88 Runoff=2.22 cfs 0.086 af Runoff Area=486,101 sf 0.26% Impervious Runoff Depth=1.71"Subcatchment 9S: South Undev. Flow Length=959' Tc=27.6 min CN=89 Runoff=17.91 cfs 1.591 af Runoff Area=76,721 sf 0.00% Impervious Runoff Depth=1.09"Subcatchment 10S: North Undev. Tc=5.0 min CN=80 Runoff=3.79 cfs 0.161 af Runoff Area=4,335 sf 0.00% Impervious Runoff Depth=1.71"Subcatchment 15S: South D-D Tc=5.0 min CN=89 Runoff=0.33 cfs 0.014 af Inflow=7.49 cfs 1.602 afReach 5R: North Outflow=7.49 cfs 1.602 af Inflow=1.32 cfs 0.672 afReach 6R: SE Outflow=1.32 cfs 0.672 af Inflow=19.34 cfs 2.669 afReach 7R: SW Outflow=19.34 cfs 2.669 af Peak Elev=964.19' Storage=21,052 cf Inflow=9.71 cfs 0.452 afPond 11P: NW Pond Outflow=2.24 cfs 0.452 af Peak Elev=963.30' Storage=32,813 cf Inflow=19.10 cfs 0.907 afPond 12P: NE Pond Outflow=3.83 cfs 0.904 af Peak Elev=962.32' Storage=26,987 cf Inflow=13.87 cfs 0.658 afPond 13P: SE Pond Outflow=1.25 cfs 0.658 af Peak Elev=960.13' Storage=26,807 cf Inflow=22.20 cfs 1.078 afPond 14P: SW Underground Outflow=1.59 cfs 1.078 af Total Runoff Area = 29.348 ac Runoff Volume = 4.946 af Average Runoff Depth = 2.02" 50.99% Pervious = 14.965 ac 49.01% Impervious = 14.383 ac MSE 24-hr 3 2-year Rainfall=2.79"2026-05-22 Propsoed HydroCAD Printed 7/23/2026Prepared by Landform Professional Services Page 5HydroCAD® 10.20-6a s/n 01713 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment 1S: West Dealership Runoff = 22.20 cfs @ 12.12 hrs, Volume= 1.078 af, Depth= 2.45" Routed to Pond 14P : SW Underground Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-72.00 hrs, dt= 0.01 hrs MSE 24-hr 3 2-year Rainfall=2.79" Area (sf) CN Description 13,912 80 >75% Grass cover, Good, HSG D 215,960 98 Paved parking, HSG D 229,872 97 Weighted Average 13,912 6.05% Pervious Area 215,960 93.95% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.0 Direct Entry, Subcatchment 1S: West Dealership Runoff Hydrograph Time (hours) 72706866646260585654525048464442403836343230282624222018161412108642 Fl o w ( c f s ) 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 0 MSE 24-hr 3 2-year Rainfall=2.79" Runoff Area=229,872 sf Runoff Volume=1.078 af Runoff Depth=2.45" Tc=5.0 min CN=97 22.20 cfs MSE 24-hr 3 2-year Rainfall=2.79"2026-05-22 Propsoed HydroCAD Printed 7/23/2026Prepared by Landform Professional Services Page 6HydroCAD® 10.20-6a s/n 01713 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment 2S: SE Dealership Runoff = 13.87 cfs @ 12.12 hrs, Volume= 0.658 af, Depth= 2.35" Routed to Pond 13P : SE Pond Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-72.00 hrs, dt= 0.01 hrs MSE 24-hr 3 2-year Rainfall=2.79" Area (sf) CN Description 17,897 80 >75% Grass cover, Good, HSG D 121,025 98 Paved parking, HSG D 7,752 98 Water Surface, HSG D 146,674 96 Weighted Average 17,897 12.20% Pervious Area 128,777 87.80% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.0 Direct Entry, Subcatchment 2S: SE Dealership Runoff Hydrograph Time (hours) 72706866646260585654525048464442403836343230282624222018161412108642 Fl o w ( c f s ) 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 0 MSE 24-hr 3 2-year Rainfall=2.79" Runoff Area=146,674 sf Runoff Volume=0.658 af Runoff Depth=2.35" Tc=5.0 min CN=96 13.87 cfs MSE 24-hr 3 2-year Rainfall=2.79"2026-05-22 Propsoed HydroCAD Printed 7/23/2026Prepared by Landform Professional Services Page 7HydroCAD® 10.20-6a s/n 01713 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment 3S: NE Dealership Runoff = 19.10 cfs @ 12.12 hrs, Volume= 0.907 af, Depth= 2.35" Routed to Pond 12P : NE Pond Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-72.00 hrs, dt= 0.01 hrs MSE 24-hr 3 2-year Rainfall=2.79" Area (sf) CN Description 23,305 80 >75% Grass cover, Good, HSG D 169,820 98 Paved parking, HSG D 8,938 98 Water Surface, HSG D 202,063 96 Weighted Average 23,305 11.53% Pervious Area 178,758 88.47% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.0 Direct Entry, Subcatchment 3S: NE Dealership Runoff Hydrograph Time (hours) 72706866646260585654525048464442403836343230282624222018161412108642 Fl o w ( c f s ) 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 0 MSE 24-hr 3 2-year Rainfall=2.79" Runoff Area=202,063 sf Runoff Volume=0.907 af Runoff Depth=2.35" Tc=5.0 min CN=96 19.10 cfs MSE 24-hr 3 2-year Rainfall=2.79"2026-05-22 Propsoed HydroCAD Printed 7/23/2026Prepared by Landform Professional Services Page 8HydroCAD® 10.20-6a s/n 01713 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment 4S: North Dealership Runoff = 9.71 cfs @ 12.12 hrs, Volume= 0.452 af, Depth= 2.24" Routed to Pond 11P : NW Pond Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-72.00 hrs, dt= 0.01 hrs MSE 24-hr 3 2-year Rainfall=2.79" Area (sf) CN Description 15,493 80 >75% Grass cover, Good, HSG D 81,394 98 Paved parking, HSG D 8,367 98 Water Surface, HSG D 105,254 95 Weighted Average 15,493 14.72% Pervious Area 89,761 85.28% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.0 Direct Entry, Subcatchment 4S: North Dealership Runoff Hydrograph Time (hours) 72706866646260585654525048464442403836343230282624222018161412108642 Fl o w ( c f s ) 10 9 8 7 6 5 4 3 2 1 0 MSE 24-hr 3 2-year Rainfall=2.79" Runoff Area=105,254 sf Runoff Volume=0.452 af Runoff Depth=2.24" Tc=5.0 min CN=95 9.71 cfs MSE 24-hr 3 2-year Rainfall=2.79"2026-05-22 Propsoed HydroCAD Printed 7/23/2026Prepared by Landform Professional Services Page 9HydroCAD® 10.20-6a s/n 01713 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment 8S: NE D-D Runoff = 2.22 cfs @ 12.09 hrs, Volume= 0.086 af, Depth= 1.63" Routed to Reach 5R : North Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-72.00 hrs, dt= 0.01 hrs MSE 24-hr 3 2-year Rainfall=2.79" Area (sf) CN Description 15,363 80 >75% Grass cover, Good, HSG D 12,015 98 Paved parking, HSG D 27,378 88 Weighted Average 15,363 56.11% Pervious Area 12,015 43.89% Impervious Area Subcatchment 8S: NE D-D Runoff Hydrograph Time (hours) 72706866646260585654525048464442403836343230282624222018161412108642 Fl o w ( c f s ) 2 1 0 MSE 24-hr 3 2-year Rainfall=2.79" Runoff Area=27,378 sf Runoff Volume=0.086 af Runoff Depth=1.63" Tc=0.0 min CN=88 2.22 cfs MSE 24-hr 3 2-year Rainfall=2.79"2026-05-22 Propsoed HydroCAD Printed 7/23/2026Prepared by Landform Professional Services Page 10HydroCAD® 10.20-6a s/n 01713 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment 9S: South Undev. Runoff = 17.91 cfs @ 12.39 hrs, Volume= 1.591 af, Depth= 1.71" Routed to Reach 7R : SW Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-72.00 hrs, dt= 0.01 hrs MSE 24-hr 3 2-year Rainfall=2.79" Area (sf) CN Description 1,263 98 Paved parking, HSG D 484,838 89 Row crops, straight row, Good, HSG D 486,101 89 Weighted Average 484,838 99.74% Pervious Area 1,263 0.26% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 2.1 205 0.0341 1.66 Shallow Concentrated Flow, Steep Cultivated Straight Rows Kv= 9.0 fps 25.5 754 0.0030 0.49 Shallow Concentrated Flow, Cultivated Straight Rows Kv= 9.0 fps 27.6 959 Total Subcatchment 9S: South Undev. Runoff Hydrograph Time (hours) 72706866646260585654525048464442403836343230282624222018161412108642 Fl o w ( c f s ) 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 0 MSE 24-hr 3 2-year Rainfall=2.79" Runoff Area=486,101 sf Runoff Volume=1.591 af Runoff Depth=1.71" Flow Length=959' Tc=27.6 min CN=89 17.91 cfs MSE 24-hr 3 2-year Rainfall=2.79"2026-05-22 Propsoed HydroCAD Printed 7/23/2026Prepared by Landform Professional Services Page 11HydroCAD® 10.20-6a s/n 01713 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment 10S: North Undev. Runoff = 3.79 cfs @ 12.13 hrs, Volume= 0.161 af, Depth= 1.09" Routed to Reach 5R : North Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-72.00 hrs, dt= 0.01 hrs MSE 24-hr 3 2-year Rainfall=2.79" Area (sf) CN Description 76,721 80 >75% Grass cover, Good, HSG D 76,721 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.0 Direct Entry, Subcatchment 10S: North Undev. Runoff Hydrograph Time (hours) 72706866646260585654525048464442403836343230282624222018161412108642 Fl o w ( c f s ) 4 3 2 1 0 MSE 24-hr 3 2-year Rainfall=2.79" Runoff Area=76,721 sf Runoff Volume=0.161 af Runoff Depth=1.09" Tc=5.0 min CN=80 3.79 cfs MSE 24-hr 3 2-year Rainfall=2.79"2026-05-22 Propsoed HydroCAD Printed 7/23/2026Prepared by Landform Professional Services Page 12HydroCAD® 10.20-6a s/n 01713 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment 15S: South D-D Runoff = 0.33 cfs @ 12.12 hrs, Volume= 0.014 af, Depth= 1.71" Routed to Reach 6R : SE Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-72.00 hrs, dt= 0.01 hrs MSE 24-hr 3 2-year Rainfall=2.79" Area (sf) CN Description 4,335 89 <50% Grass cover, Poor, HSG D 4,335 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.0 Direct Entry, Subcatchment 15S: South D-D Runoff Hydrograph Time (hours) 72706866646260585654525048464442403836343230282624222018161412108642 Fl o w ( c f s ) 0.36 0.34 0.32 0.3 0.28 0.26 0.24 0.22 0.2 0.18 0.16 0.14 0.12 0.1 0.08 0.06 0.04 0.02 0 MSE 24-hr 3 2-year Rainfall=2.79" Runoff Area=4,335 sf Runoff Volume=0.014 af Runoff Depth=1.71" Tc=5.0 min CN=89 0.33 cfs MSE 24-hr 3 2-year Rainfall=2.79"2026-05-22 Propsoed HydroCAD Printed 7/23/2026Prepared by Landform Professional Services Page 13HydroCAD® 10.20-6a s/n 01713 © 2024 HydroCAD Software Solutions LLC Summary for Reach 5R: North Inflow Area = 9.445 ac, 68.19% Impervious, Inflow Depth > 2.04" for 2-year event Inflow = 7.49 cfs @ 12.29 hrs, Volume= 1.602 af Outflow = 7.49 cfs @ 12.29 hrs, Volume= 1.602 af, Atten= 0%, Lag= 0.0 min Routed to nonexistent node 15R Routing by Stor-Ind+Trans method, Time Span= 1.00-72.00 hrs, dt= 0.01 hrs Reach 5R: North Inflow Outflow Hydrograph Time (hours) 72706866646260585654525048464442403836343230282624222018161412108642 Fl o w ( c f s ) 8 7 6 5 4 3 2 1 0 Inflow Area=9.445 ac 7.49 cfs 7.49 cfs MSE 24-hr 3 2-year Rainfall=2.79"2026-05-22 Propsoed HydroCAD Printed 7/23/2026Prepared by Landform Professional Services Page 14HydroCAD® 10.20-6a s/n 01713 © 2024 HydroCAD Software Solutions LLC Summary for Reach 6R: SE Inflow Area = 3.467 ac, 85.28% Impervious, Inflow Depth > 2.33" for 2-year event Inflow = 1.32 cfs @ 12.14 hrs, Volume= 0.672 af Outflow = 1.32 cfs @ 12.14 hrs, Volume= 0.672 af, Atten= 0%, Lag= 0.0 min Routed to nonexistent node 15R Routing by Stor-Ind+Trans method, Time Span= 1.00-72.00 hrs, dt= 0.01 hrs Reach 6R: SE Inflow Outflow Hydrograph Time (hours) 72706866646260585654525048464442403836343230282624222018161412108642 Fl o w ( c f s ) 1 0 Inflow Area=3.467 ac 1.32 cfs 1.32 cfs MSE 24-hr 3 2-year Rainfall=2.79"2026-05-22 Propsoed HydroCAD Printed 7/23/2026Prepared by Landform Professional Services Page 15HydroCAD® 10.20-6a s/n 01713 © 2024 HydroCAD Software Solutions LLC Summary for Reach 7R: SW Inflow Area = 16.436 ac, 30.34% Impervious, Inflow Depth = 1.95" for 2-year event Inflow = 19.34 cfs @ 12.39 hrs, Volume= 2.669 af Outflow = 19.34 cfs @ 12.39 hrs, Volume= 2.669 af, Atten= 0%, Lag= 0.0 min Routed to nonexistent node 15R Routing by Stor-Ind+Trans method, Time Span= 1.00-72.00 hrs, dt= 0.01 hrs Reach 7R: SW Inflow Outflow Hydrograph Time (hours) 72706866646260585654525048464442403836343230282624222018161412108642 Fl o w ( c f s ) 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 0 Inflow Area=16.436 ac 19.34 cfs 19.34 cfs MSE 24-hr 3 2-year Rainfall=2.79"2026-05-22 Propsoed HydroCAD Printed 7/23/2026Prepared by Landform Professional Services Page 16HydroCAD® 10.20-6a s/n 01713 © 2024 HydroCAD Software Solutions LLC Summary for Pond 11P: NW Pond Inflow Area = 2.416 ac, 85.28% Impervious, Inflow Depth = 2.24" for 2-year event Inflow = 9.71 cfs @ 12.12 hrs, Volume= 0.452 af Outflow = 2.24 cfs @ 12.33 hrs, Volume= 0.452 af, Atten= 77%, Lag= 12.7 min Primary = 2.24 cfs @ 12.33 hrs, Volume= 0.452 af Routed to Reach 5R : North Routing by Stor-Ind method, Time Span= 1.00-72.00 hrs, dt= 0.01 hrs Starting Elev= 963.00' Surf.Area= 6,990 sf Storage= 11,368 cf Peak Elev= 964.19' @ 12.33 hrs Surf.Area= 9,333 sf Storage= 21,052 cf (9,684 cf above start) Plug-Flow detention time= 460.0 min calculated for 0.191 af (42% of inflow) Center-of-Mass det. time= 158.7 min ( 931.4 - 772.7 ) Volume Invert Avail.Storage Storage Description #1 959.00' 41,356 cf Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (sq-ft) (cubic-feet) (cubic-feet) 959.00 747 0 0 962.00 3,376 6,185 6,185 963.00 6,990 5,183 11,368 966.00 12,913 29,855 41,222 966.01 13,894 134 41,356 Device Routing Invert Outlet Devices #1 Primary 963.00'18.0" Round Culvert L= 30.0' RCP, sq.cut end projecting, Ke= 0.500 Inlet / Outlet Invert= 963.00' / 962.50' S= 0.0167 '/' Cc= 0.900 n= 0.013 Concrete pipe, straight & clean, Flow Area= 1.77 sf #2 Device 1 963.00'Custom Weir/Orifice, Cv= 2.62 (C= 3.28) Head (feet) 0.00 1.00 1.00 3.00 Width (feet) 0.00 0.00 5.00 5.00 #3 Device 1 963.00'6.0" Vert. Orifice/Grate C= 0.600 Limited to weir flow at low heads Primary OutFlow Max=2.23 cfs @ 12.33 hrs HW=964.19' (Free Discharge) 1=Culvert (Passes 2.23 cfs of 5.56 cfs potential flow) 2=Custom Weir/Orifice (Weir Controls 1.32 cfs @ 1.41 fps) 3=Orifice/Grate (Orifice Controls 0.91 cfs @ 4.66 fps) MSE 24-hr 3 2-year Rainfall=2.79"2026-05-22 Propsoed HydroCAD Printed 7/23/2026Prepared by Landform Professional Services Page 17HydroCAD® 10.20-6a s/n 01713 © 2024 HydroCAD Software Solutions LLC Pond 11P: NW Pond Inflow Primary Hydrograph Time (hours) 72706866646260585654525048464442403836343230282624222018161412108642 Fl o w ( c f s ) 10 9 8 7 6 5 4 3 2 1 0 Inflow Area=2.416 ac Peak Elev=964.19' Storage=21,052 cf 9.71 cfs 2.24 cfs MSE 24-hr 3 2-year Rainfall=2.79"2026-05-22 Propsoed HydroCAD Printed 7/23/2026Prepared by Landform Professional Services Page 18HydroCAD® 10.20-6a s/n 01713 © 2024 HydroCAD Software Solutions LLC Stage-Discharge for Pond 11P: NW Pond Elevation (feet) Primary (cfs) 959.00 0.00 959.05 0.00 959.10 0.00 959.15 0.00 959.20 0.00 959.25 0.00 959.30 0.00 959.35 0.00 959.40 0.00 959.45 0.00 959.50 0.00 959.55 0.00 959.60 0.00 959.65 0.00 959.70 0.00 959.75 0.00 959.80 0.00 959.85 0.00 959.90 0.00 959.95 0.00 960.00 0.00 960.05 0.00 960.10 0.00 960.15 0.00 960.20 0.00 960.25 0.00 960.30 0.00 960.35 0.00 960.40 0.00 960.45 0.00 960.50 0.00 960.55 0.00 960.60 0.00 960.65 0.00 960.70 0.00 960.75 0.00 960.80 0.00 960.85 0.00 960.90 0.00 960.95 0.00 961.00 0.00 961.05 0.00 961.10 0.00 961.15 0.00 961.20 0.00 961.25 0.00 961.30 0.00 961.35 0.00 961.40 0.00 961.45 0.00 961.50 0.00 961.55 0.00 Elevation (feet) Primary (cfs) 961.60 0.00 961.65 0.00 961.70 0.00 961.75 0.00 961.80 0.00 961.85 0.00 961.90 0.00 961.95 0.00 962.00 0.00 962.05 0.00 962.10 0.00 962.15 0.00 962.20 0.00 962.25 0.00 962.30 0.00 962.35 0.00 962.40 0.00 962.45 0.00 962.50 0.00 962.55 0.00 962.60 0.00 962.65 0.00 962.70 0.00 962.75 0.00 962.80 0.00 962.85 0.00 962.90 0.00 962.95 0.00 963.00 0.00 963.05 0.01 963.10 0.03 963.15 0.07 963.20 0.11 963.25 0.17 963.30 0.23 963.35 0.30 963.40 0.36 963.45 0.43 963.50 0.47 963.55 0.52 963.60 0.56 963.65 0.60 963.70 0.63 963.75 0.67 963.80 0.70 963.85 0.73 963.90 0.76 963.95 0.79 964.00 0.82 964.05 1.03 964.10 1.39 964.15 1.85 Elevation (feet) Primary (cfs) 964.20 2.39 964.25 2.99 964.30 3.66 964.35 4.38 964.40 5.16 964.45 5.98 964.50 6.85 964.55 7.61 964.60 7.84 964.65 8.07 964.70 8.29 964.75 8.51 964.80 8.72 964.85 8.92 964.90 9.12 964.95 9.32 965.00 9.51 965.05 9.70 965.10 9.89 965.15 10.07 965.20 10.25 965.25 10.42 965.30 10.59 965.35 10.76 965.40 10.93 965.45 11.09 965.50 11.26 965.55 11.42 965.60 11.57 965.65 11.73 965.70 11.88 965.75 12.03 965.80 12.18 965.85 12.33 965.90 12.48 965.95 12.62 966.00 12.76 MSE 24-hr 3 2-year Rainfall=2.79"2026-05-22 Propsoed HydroCAD Printed 7/23/2026Prepared by Landform Professional Services Page 19HydroCAD® 10.20-6a s/n 01713 © 2024 HydroCAD Software Solutions LLC Stage-Area-Storage for Pond 11P: NW Pond Elevation (feet) Surface (sq-ft) Storage (cubic-feet) 959.00 747 0 959.10 835 79 959.20 922 167 959.30 1,010 264 959.40 1,098 369 959.50 1,185 483 959.60 1,273 606 959.70 1,360 738 959.80 1,448 878 959.90 1,536 1,027 960.00 1,623 1,185 960.10 1,711 1,352 960.20 1,799 1,527 960.30 1,886 1,712 960.40 1,974 1,905 960.50 2,062 2,106 960.60 2,149 2,317 960.70 2,237 2,536 960.80 2,324 2,764 960.90 2,412 3,001 961.00 2,500 3,247 961.10 2,587 3,501 961.20 2,675 3,764 961.30 2,763 4,036 961.40 2,850 4,317 961.50 2,938 4,606 961.60 3,025 4,904 961.70 3,113 5,211 961.80 3,201 5,527 961.90 3,288 5,851 962.00 3,376 6,185 962.10 3,737 6,540 962.20 4,099 6,932 962.30 4,460 7,360 962.40 4,822 7,824 962.50 5,183 8,324 962.60 5,544 8,861 962.70 5,906 9,433 962.80 6,267 10,042 962.90 6,629 10,687 963.00 6,990 11,368 963.10 7,187 12,076 963.20 7,385 12,805 963.30 7,582 13,553 963.40 7,780 14,321 963.50 7,977 15,109 963.60 8,175 15,917 963.70 8,372 16,744 963.80 8,569 17,591 963.90 8,767 18,458 964.00 8,964 19,345 964.10 9,162 20,251 Elevation (feet) Surface (sq-ft) Storage (cubic-feet) 964.20 9,359 21,177 964.30 9,557 22,123 964.40 9,754 23,088 964.50 9,952 24,074 964.60 10,149 25,079 964.70 10,346 26,103 964.80 10,544 27,148 964.90 10,741 28,212 965.00 10,939 29,296 965.10 11,136 30,400 965.20 11,334 31,523 965.30 11,531 32,667 965.40 11,728 33,830 965.50 11,926 35,012 965.60 12,123 36,215 965.70 12,321 37,437 965.80 12,518 38,679 965.90 12,716 39,941 966.00 12,913 41,222 MSE 24-hr 3 2-year Rainfall=2.79"2026-05-22 Propsoed HydroCAD Printed 7/23/2026Prepared by Landform Professional Services Page 20HydroCAD® 10.20-6a s/n 01713 © 2024 HydroCAD Software Solutions LLC Summary for Pond 12P: NE Pond Inflow Area = 4.639 ac, 88.47% Impervious, Inflow Depth = 2.35" for 2-year event Inflow = 19.10 cfs @ 12.12 hrs, Volume= 0.907 af Outflow = 3.83 cfs @ 12.36 hrs, Volume= 0.904 af, Atten= 80%, Lag= 14.6 min Primary = 3.83 cfs @ 12.36 hrs, Volume= 0.904 af Routed to Reach 5R : North Routing by Stor-Ind method, Time Span= 1.00-72.00 hrs, dt= 0.01 hrs Starting Elev= 961.50' Surf.Area= 9,200 sf Storage= 12,263 cf Peak Elev= 963.30' @ 12.36 hrs Surf.Area= 13,798 sf Storage= 32,813 cf (20,549 cf above start) Plug-Flow detention time= 371.9 min calculated for 0.623 af (69% of inflow) Center-of-Mass det. time= 198.6 min ( 966.0 - 767.4 ) Volume Invert Avail.Storage Storage Description #1 958.00' 81,245 cf Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (sq-ft) (cubic-feet) (cubic-feet) 958.00 756 0 0 960.50 3,839 5,744 5,744 961.50 9,200 6,520 12,263 963.00 12,912 16,584 28,847 966.00 21,869 52,172 81,019 966.01 23,430 226 81,245 Device Routing Invert Outlet Devices #1 Primary 961.50'24.0" Round Culvert L= 123.0' RCP, square edge headwall, Ke= 0.500 Inlet / Outlet Invert= 961.50' / 960.00' S= 0.0122 '/' Cc= 0.900 n= 0.013 Concrete pipe, straight & clean, Flow Area= 3.14 sf #2 Device 1 961.50'Custom Weir/Orifice, Cv= 2.62 (C= 3.28) Head (feet) 0.00 1.50 1.50 4.00 Width (feet) 0.00 0.00 5.00 5.00 #3 Primary 961.50'6.0" Vert. Orifice/Grate C= 0.600 Limited to weir flow at low heads Primary OutFlow Max=3.82 cfs @ 12.36 hrs HW=963.30' (Free Discharge) 1=Culvert (Passes 2.65 cfs of 13.57 cfs potential flow) 2=Custom Weir/Orifice (Weir Controls 2.65 cfs @ 1.78 fps) 3=Orifice/Grate (Orifice Controls 1.18 cfs @ 5.99 fps) MSE 24-hr 3 2-year Rainfall=2.79"2026-05-22 Propsoed HydroCAD Printed 7/23/2026Prepared by Landform Professional Services Page 21HydroCAD® 10.20-6a s/n 01713 © 2024 HydroCAD Software Solutions LLC Pond 12P: NE Pond Inflow Primary Hydrograph Time (hours) 72706866646260585654525048464442403836343230282624222018161412108642 Fl o w ( c f s ) 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 0 Inflow Area=4.639 ac Peak Elev=963.30' Storage=32,813 cf 19.10 cfs 3.83 cfs MSE 24-hr 3 2-year Rainfall=2.79"2026-05-22 Propsoed HydroCAD Printed 7/23/2026Prepared by Landform Professional Services Page 22HydroCAD® 10.20-6a s/n 01713 © 2024 HydroCAD Software Solutions LLC Stage-Discharge for Pond 12P: NE Pond Elevation (feet) Primary (cfs) 958.00 0.00 958.05 0.00 958.10 0.00 958.15 0.00 958.20 0.00 958.25 0.00 958.30 0.00 958.35 0.00 958.40 0.00 958.45 0.00 958.50 0.00 958.55 0.00 958.60 0.00 958.65 0.00 958.70 0.00 958.75 0.00 958.80 0.00 958.85 0.00 958.90 0.00 958.95 0.00 959.00 0.00 959.05 0.00 959.10 0.00 959.15 0.00 959.20 0.00 959.25 0.00 959.30 0.00 959.35 0.00 959.40 0.00 959.45 0.00 959.50 0.00 959.55 0.00 959.60 0.00 959.65 0.00 959.70 0.00 959.75 0.00 959.80 0.00 959.85 0.00 959.90 0.00 959.95 0.00 960.00 0.00 960.05 0.00 960.10 0.00 960.15 0.00 960.20 0.00 960.25 0.00 960.30 0.00 960.35 0.00 960.40 0.00 960.45 0.00 960.50 0.00 960.55 0.00 Elevation (feet) Primary (cfs) 960.60 0.00 960.65 0.00 960.70 0.00 960.75 0.00 960.80 0.00 960.85 0.00 960.90 0.00 960.95 0.00 961.00 0.00 961.05 0.00 961.10 0.00 961.15 0.00 961.20 0.00 961.25 0.00 961.30 0.00 961.35 0.00 961.40 0.00 961.45 0.00 961.50 0.00 961.55 0.01 961.60 0.03 961.65 0.07 961.70 0.11 961.75 0.17 961.80 0.23 961.85 0.30 961.90 0.36 961.95 0.43 962.00 0.47 962.05 0.52 962.10 0.56 962.15 0.60 962.20 0.63 962.25 0.67 962.30 0.70 962.35 0.73 962.40 0.76 962.45 0.79 962.50 0.82 962.55 0.85 962.60 0.87 962.65 0.90 962.70 0.92 962.75 0.95 962.80 0.97 962.85 0.99 962.90 1.01 962.95 1.04 963.00 1.06 963.05 1.26 963.10 1.62 963.15 2.07 Elevation (feet) Primary (cfs) 963.20 2.60 963.25 3.20 963.30 3.87 963.35 4.59 963.40 5.36 963.45 6.18 963.50 7.04 963.55 7.95 963.60 8.90 963.65 9.88 963.70 10.91 963.75 11.97 963.80 13.07 963.85 14.20 963.90 15.37 963.95 16.56 964.00 17.79 964.05 19.05 964.10 20.34 964.15 20.90 964.20 21.20 964.25 21.51 964.30 21.80 964.35 22.10 964.40 22.39 964.45 22.68 964.50 22.96 964.55 23.24 964.60 23.52 964.65 23.79 964.70 24.06 964.75 24.33 964.80 24.59 964.85 24.85 964.90 25.11 964.95 25.37 965.00 25.62 965.05 25.87 965.10 26.12 965.15 26.37 965.20 26.61 965.25 26.85 965.30 27.09 965.35 27.33 965.40 27.57 965.45 27.80 965.50 28.03 965.55 28.26 965.60 28.49 965.65 28.71 965.70 28.94 965.75 29.16 Elevation (feet) Primary (cfs) 965.80 29.38 965.85 29.60 965.90 29.82 965.95 30.03 966.00 30.25 MSE 24-hr 3 2-year Rainfall=2.79"2026-05-22 Propsoed HydroCAD Printed 7/23/2026Prepared by Landform Professional Services Page 23HydroCAD® 10.20-6a s/n 01713 © 2024 HydroCAD Software Solutions LLC Stage-Area-Storage for Pond 12P: NE Pond Elevation (feet) Surface (sq-ft) Storage (cubic-feet) 958.00 756 0 958.10 879 82 958.20 1,003 176 958.30 1,126 282 958.40 1,249 401 958.50 1,373 532 958.60 1,496 676 958.70 1,619 831 958.80 1,743 999 958.90 1,866 1,180 959.00 1,989 1,373 959.10 2,113 1,578 959.20 2,236 1,795 959.30 2,359 2,025 959.40 2,482 2,267 959.50 2,606 2,521 959.60 2,729 2,788 959.70 2,852 3,067 959.80 2,976 3,359 959.90 3,099 3,662 960.00 3,222 3,978 960.10 3,346 4,307 960.20 3,469 4,648 960.30 3,592 5,001 960.40 3,716 5,366 960.50 3,839 5,744 960.60 4,375 6,154 960.70 4,911 6,619 960.80 5,447 7,137 960.90 5,983 7,708 961.00 6,520 8,333 961.10 7,056 9,012 961.20 7,592 9,744 961.30 8,128 10,530 961.40 8,664 11,370 961.50 9,200 12,263 961.60 9,447 13,196 961.70 9,695 14,153 961.80 9,942 15,135 961.90 10,190 16,141 962.00 10,437 17,173 962.10 10,685 18,229 962.20 10,932 19,310 962.30 11,180 20,415 962.40 11,427 21,545 962.50 11,675 22,701 962.60 11,922 23,880 962.70 12,170 25,085 962.80 12,417 26,314 962.90 12,665 27,568 963.00 12,912 28,847 963.10 13,211 30,153 Elevation (feet) Surface (sq-ft) Storage (cubic-feet) 963.20 13,509 31,489 963.30 13,808 32,855 963.40 14,106 34,251 963.50 14,405 35,676 963.60 14,703 37,132 963.70 15,002 38,617 963.80 15,301 40,132 963.90 15,599 41,677 964.00 15,898 43,252 964.10 16,196 44,857 964.20 16,495 46,491 964.30 16,793 48,156 964.40 17,092 49,850 964.50 17,391 51,574 964.60 17,689 53,328 964.70 17,988 55,112 964.80 18,286 56,926 964.90 18,585 58,769 965.00 18,883 60,643 965.10 19,182 62,546 965.20 19,480 64,479 965.30 19,779 66,442 965.40 20,078 68,435 965.50 20,376 70,457 965.60 20,675 72,510 965.70 20,973 74,592 965.80 21,272 76,705 965.90 21,570 78,847 966.00 21,869 81,019 MSE 24-hr 3 2-year Rainfall=2.79"2026-05-22 Propsoed HydroCAD Printed 7/23/2026Prepared by Landform Professional Services Page 24HydroCAD® 10.20-6a s/n 01713 © 2024 HydroCAD Software Solutions LLC Summary for Pond 13P: SE Pond Inflow Area = 3.367 ac, 87.80% Impervious, Inflow Depth = 2.35" for 2-year event Inflow = 13.87 cfs @ 12.12 hrs, Volume= 0.658 af Outflow = 1.25 cfs @ 12.61 hrs, Volume= 0.658 af, Atten= 91%, Lag= 29.1 min Primary = 1.25 cfs @ 12.61 hrs, Volume= 0.658 af Routed to Reach 6R : SE Routing by Stor-Ind method, Time Span= 1.00-72.00 hrs, dt= 0.01 hrs Starting Elev= 960.50' Surf.Area= 7,752 sf Storage= 10,839 cf Peak Elev= 962.32' @ 12.61 hrs Surf.Area= 10,025 sf Storage= 26,987 cf (16,148 cf above start) Plug-Flow detention time= 399.0 min calculated for 0.409 af (62% of inflow) Center-of-Mass det. time= 201.0 min ( 968.4 - 767.4 ) Volume Invert Avail.Storage Storage Description #1 956.50' 45,838 cf Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (sq-ft) (cubic-feet) (cubic-feet) 956.50 439 0 0 959.50 3,152 5,387 5,387 960.50 7,752 5,452 10,839 963.00 10,880 23,290 34,129 963.50 11,804 5,671 39,800 964.00 12,349 6,038 45,838 Device Routing Invert Outlet Devices #1 Primary 960.50'18.0" Round Culvert L= 19.0' RCP, square edge headwall, Ke= 0.500 Inlet / Outlet Invert= 960.50' / 960.31' S= 0.0100 '/' Cc= 0.900 n= 0.013 Concrete pipe, straight & clean, Flow Area= 1.77 sf #2 Device 1 960.50'Weir, Cv= 2.62 (C= 3.28) Head (feet) 0.00 1.80 1.80 4.50 Width (feet) 0.00 0.00 5.00 5.00 #3 Device 1 960.50'6.0" Vert. Orifice/Grate C= 0.600 Limited to weir flow at low heads Primary OutFlow Max=1.22 cfs @ 12.61 hrs HW=962.32' (Free Discharge) 1=Culvert (Passes 1.22 cfs of 8.15 cfs potential flow) 2=Weir (Weir Controls 0.04 cfs @ 0.42 fps) 3=Orifice/Grate (Orifice Controls 1.18 cfs @ 6.03 fps) MSE 24-hr 3 2-year Rainfall=2.79"2026-05-22 Propsoed HydroCAD Printed 7/23/2026Prepared by Landform Professional Services Page 25HydroCAD® 10.20-6a s/n 01713 © 2024 HydroCAD Software Solutions LLC Pond 13P: SE Pond Inflow Primary Hydrograph Time (hours) 72706866646260585654525048464442403836343230282624222018161412108642 Fl o w ( c f s ) 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 0 Inflow Area=3.367 ac Peak Elev=962.32' Storage=26,987 cf 13.87 cfs 1.25 cfs MSE 24-hr 3 2-year Rainfall=2.79"2026-05-22 Propsoed HydroCAD Printed 7/23/2026Prepared by Landform Professional Services Page 26HydroCAD® 10.20-6a s/n 01713 © 2024 HydroCAD Software Solutions LLC Stage-Discharge for Pond 13P: SE Pond Elevation (feet) Primary (cfs) 956.50 0.00 956.55 0.00 956.60 0.00 956.65 0.00 956.70 0.00 956.75 0.00 956.80 0.00 956.85 0.00 956.90 0.00 956.95 0.00 957.00 0.00 957.05 0.00 957.10 0.00 957.15 0.00 957.20 0.00 957.25 0.00 957.30 0.00 957.35 0.00 957.40 0.00 957.45 0.00 957.50 0.00 957.55 0.00 957.60 0.00 957.65 0.00 957.70 0.00 957.75 0.00 957.80 0.00 957.85 0.00 957.90 0.00 957.95 0.00 958.00 0.00 958.05 0.00 958.10 0.00 958.15 0.00 958.20 0.00 958.25 0.00 958.30 0.00 958.35 0.00 958.40 0.00 958.45 0.00 958.50 0.00 958.55 0.00 958.60 0.00 958.65 0.00 958.70 0.00 958.75 0.00 958.80 0.00 958.85 0.00 958.90 0.00 958.95 0.00 959.00 0.00 959.05 0.00 Elevation (feet) Primary (cfs) 959.10 0.00 959.15 0.00 959.20 0.00 959.25 0.00 959.30 0.00 959.35 0.00 959.40 0.00 959.45 0.00 959.50 0.00 959.55 0.00 959.60 0.00 959.65 0.00 959.70 0.00 959.75 0.00 959.80 0.00 959.85 0.00 959.90 0.00 959.95 0.00 960.00 0.00 960.05 0.00 960.10 0.00 960.15 0.00 960.20 0.00 960.25 0.00 960.30 0.00 960.35 0.00 960.40 0.00 960.45 0.00 960.50 0.00 960.55 0.01 960.60 0.03 960.65 0.07 960.70 0.11 960.75 0.17 960.80 0.23 960.85 0.30 960.90 0.36 960.95 0.43 961.00 0.47 961.05 0.52 961.10 0.56 961.15 0.60 961.20 0.63 961.25 0.67 961.30 0.70 961.35 0.73 961.40 0.76 961.45 0.79 961.50 0.82 961.55 0.85 961.60 0.87 961.65 0.90 Elevation (feet) Primary (cfs) 961.70 0.92 961.75 0.95 961.80 0.97 961.85 0.99 961.90 1.01 961.95 1.04 962.00 1.06 962.05 1.08 962.10 1.10 962.15 1.12 962.20 1.14 962.25 1.16 962.30 1.18 962.35 1.38 962.40 1.73 962.45 2.18 962.50 2.72 962.55 3.32 962.60 3.98 962.65 4.69 962.70 5.46 962.75 6.28 962.80 7.14 962.85 8.05 962.90 9.00 962.95 9.98 963.00 11.01 963.05 11.42 963.10 11.57 963.15 11.73 963.20 11.88 963.25 12.03 963.30 12.18 963.35 12.33 963.40 12.48 963.45 12.62 963.50 12.76 963.55 12.90 963.60 13.04 963.65 13.18 963.70 13.32 963.75 13.45 963.80 13.59 963.85 13.72 963.90 13.85 963.95 13.98 964.00 14.11 964.05 14.24 964.10 14.36 964.15 14.49 964.20 14.61 964.25 14.74 Elevation (feet) Primary (cfs) 964.30 14.86 964.35 14.98 964.40 15.10 964.45 15.22 964.50 15.34 964.55 15.46 964.60 15.57 964.65 15.69 964.70 15.80 964.75 15.92 964.80 16.03 964.85 16.14 964.90 16.26 964.95 16.37 965.00 16.48 MSE 24-hr 3 2-year Rainfall=2.79"2026-05-22 Propsoed HydroCAD Printed 7/23/2026Prepared by Landform Professional Services Page 27HydroCAD® 10.20-6a s/n 01713 © 2024 HydroCAD Software Solutions LLC Stage-Area-Storage for Pond 13P: SE Pond Elevation (feet) Surface (sq-ft) Storage (cubic-feet) 956.50 439 0 956.60 529 48 956.70 620 106 956.80 710 172 956.90 801 248 957.00 891 333 957.10 982 426 957.20 1,072 529 957.30 1,162 641 957.40 1,253 761 957.50 1,343 891 957.60 1,434 1,030 957.70 1,524 1,178 957.80 1,615 1,335 957.90 1,705 1,501 958.00 1,796 1,676 958.10 1,886 1,860 958.20 1,976 2,053 958.30 2,067 2,255 958.40 2,157 2,466 958.50 2,248 2,687 958.60 2,338 2,916 958.70 2,429 3,154 958.80 2,519 3,402 958.90 2,609 3,658 959.00 2,700 3,924 959.10 2,790 4,198 959.20 2,881 4,482 959.30 2,971 4,774 959.40 3,062 5,076 959.50 3,152 5,387 959.60 3,612 5,725 959.70 4,072 6,109 959.80 4,532 6,539 959.90 4,992 7,015 960.00 5,452 7,538 960.10 5,912 8,106 960.20 6,372 8,720 960.30 6,832 9,380 960.40 7,292 10,086 960.50 7,752 10,839 960.60 7,877 11,620 960.70 8,002 12,414 960.80 8,127 13,220 960.90 8,252 14,039 961.00 8,378 14,871 961.10 8,503 15,715 961.20 8,628 16,571 961.30 8,753 17,440 961.40 8,878 18,322 961.50 9,003 19,216 961.60 9,128 20,123 Elevation (feet) Surface (sq-ft) Storage (cubic-feet) 961.70 9,253 21,042 961.80 9,379 21,973 961.90 9,504 22,917 962.00 9,629 23,874 962.10 9,754 24,843 962.20 9,879 25,825 962.30 10,004 26,819 962.40 10,129 27,826 962.50 10,254 28,845 962.60 10,380 29,877 962.70 10,505 30,921 962.80 10,630 31,978 962.90 10,755 33,047 963.00 10,880 34,129 963.10 11,065 35,226 963.20 11,250 36,341 963.30 11,434 37,476 963.40 11,619 38,628 963.50 11,804 39,800 963.60 11,913 40,985 963.70 12,022 42,182 963.80 12,131 43,390 963.90 12,240 44,608 964.00 12,349 45,838 964.10 12,349 45,838 964.20 12,349 45,838 964.30 12,349 45,838 964.40 12,349 45,838 964.50 12,349 45,838 964.60 12,349 45,838 964.70 12,349 45,838 964.80 12,349 45,838 964.90 12,349 45,838 965.00 12,349 45,838 MSE 24-hr 3 2-year Rainfall=2.79"2026-05-22 Propsoed HydroCAD Printed 7/23/2026Prepared by Landform Professional Services Page 28HydroCAD® 10.20-6a s/n 01713 © 2024 HydroCAD Software Solutions LLC Summary for Pond 14P: SW Underground Inflow Area = 5.277 ac, 93.95% Impervious, Inflow Depth = 2.45" for 2-year event Inflow = 22.20 cfs @ 12.12 hrs, Volume= 1.078 af Outflow = 1.59 cfs @ 12.85 hrs, Volume= 1.078 af, Atten= 93%, Lag= 44.0 min Primary = 1.59 cfs @ 12.85 hrs, Volume= 1.078 af Routed to Reach 7R : SW Routing by Stor-Ind method, Time Span= 1.00-72.00 hrs, dt= 0.01 hrs Peak Elev= 960.13' @ 12.85 hrs Surf.Area= 25,239 sf Storage= 26,807 cf Plug-Flow detention time= 229.8 min calculated for 1.077 af (100% of inflow) Center-of-Mass det. time= 229.9 min ( 990.9 - 761.1 ) Volume Invert Avail.Storage Storage Description #1A 957.50' 0 cf 89.50'W x 282.00'L x 6.00'H Field A 151,434 cf Overall - 65,973 cf Embedded = 85,461 cf x 0.0% Voids #2A 958.00' 65,973 cf CMP Round 60 x 168 Inside #1 Effective Size= 60.0"W x 60.0"H => 19.63 sf x 20.00'L = 392.7 cf Overall Size= 60.0"W x 60.0"H x 20.00'L 168 Chambers in 12 Rows 65,973 cf Total Available Storage Storage Group A created with Chamber Wizard Device Routing Invert Outlet Devices #1 Primary 958.00'18.0" Round Culvert L= 50.0' RCP, square edge headwall, Ke= 0.500 Inlet / Outlet Invert= 958.00' / 957.61' S= 0.0078 '/' Cc= 0.900 n= 0.013 Concrete pipe, straight & clean, Flow Area= 1.77 sf #2 Device 1 958.00'6.0" Vert. MTD C= 0.600 Limited to weir flow at low heads #3 Device 1 958.00'Weir, Cv= 2.62 (C= 3.28) Head (feet) 0.00 3.50 3.50 5.50 Width (feet) 0.00 0.00 5.00 5.00 #4 Device 1 959.85'10.0" Vert. WQE C= 0.600 Limited to weir flow at low heads Primary OutFlow Max=1.59 cfs @ 12.85 hrs HW=960.13' (Free Discharge) 1=Culvert (Passes 1.59 cfs of 9.22 cfs potential flow) 2=MTD (Orifice Controls 1.30 cfs @ 6.60 fps) 3=Weir ( Controls 0.00 cfs) 4=WQE (Orifice Controls 0.29 cfs @ 1.80 fps) MSE 24-hr 3 2-year Rainfall=2.79"2026-05-22 Propsoed HydroCAD Printed 7/23/2026Prepared by Landform Professional Services Page 29HydroCAD® 10.20-6a s/n 01713 © 2024 HydroCAD Software Solutions LLC Pond 14P: SW Underground - Chamber Wizard Field A Chamber Model = CMP Round 60 (Round Corrugated Metal Pipe) Effective Size= 60.0"W x 60.0"H => 19.63 sf x 20.00'L = 392.7 cf Overall Size= 60.0"W x 60.0"H x 20.00'L 60.0" Wide + 30.0" Spacing = 90.0" C-C Row Spacing 14 Chambers/Row x 20.00' Long = 280.00' Row Length +12.0" End Stone x 2 = 282.00' Base Length 12 Rows x 60.0" Wide + 30.0" Spacing x 11 + 12.0" Side Stone x 2 = 89.50' Base Width 6.0" Stone Base + 60.0" Chamber Height + 6.0" Stone Cover = 6.00' Field Height 168 Chambers x 392.7 cf = 65,973.4 cf Chamber Storage 151,434.0 cf Field - 65,973.4 cf Chambers = 85,460.6 cf Stone x 0.0% Voids = 0.0 cf Stone Storage Chamber Storage = 65,973.4 cf = 1.515 af Overall Storage Efficiency = 43.6% Overall System Size = 282.00' x 89.50' x 6.00' 168 Chambers 5,608.7 cy Field 3,165.2 cy Stone MSE 24-hr 3 2-year Rainfall=2.79"2026-05-22 Propsoed HydroCAD Printed 7/23/2026Prepared by Landform Professional Services Page 30HydroCAD® 10.20-6a s/n 01713 © 2024 HydroCAD Software Solutions LLC Pond 14P: SW Underground Inflow Primary Hydrograph Time (hours) 72706866646260585654525048464442403836343230282624222018161412108642 Fl o w ( c f s ) 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 0 Inflow Area=5.277 ac Peak Elev=960.13' Storage=26,807 cf 22.20 cfs 1.59 cfs MSE 24-hr 3 2-year Rainfall=2.79"2026-05-22 Propsoed HydroCAD Printed 7/23/2026Prepared by Landform Professional Services Page 31HydroCAD® 10.20-6a s/n 01713 © 2024 HydroCAD Software Solutions LLC Stage-Discharge for Pond 14P: SW Underground Elevation (feet) Primary (cfs) 957.50 0.00 957.55 0.00 957.60 0.00 957.65 0.00 957.70 0.00 957.75 0.00 957.80 0.00 957.85 0.00 957.90 0.00 957.95 0.00 958.00 0.00 958.05 0.01 958.10 0.03 958.15 0.07 958.20 0.11 958.25 0.17 958.30 0.23 958.35 0.30 958.40 0.36 958.45 0.43 958.50 0.47 958.55 0.52 958.60 0.56 958.65 0.60 958.70 0.63 958.75 0.67 958.80 0.70 958.85 0.73 958.90 0.76 958.95 0.79 959.00 0.82 959.05 0.85 959.10 0.87 959.15 0.90 959.20 0.92 959.25 0.95 959.30 0.97 959.35 0.99 959.40 1.01 959.45 1.04 959.50 1.06 959.55 1.08 959.60 1.10 959.65 1.12 959.70 1.14 959.75 1.16 959.80 1.18 959.85 1.20 959.90 1.22 959.95 1.27 960.00 1.34 960.05 1.42 Elevation (feet) Primary (cfs) 960.10 1.52 960.15 1.63 960.20 1.76 960.25 1.89 960.30 2.04 960.35 2.19 960.40 2.35 960.45 2.51 960.50 2.67 960.55 2.83 960.60 2.97 960.65 3.10 960.70 3.21 960.75 3.32 960.80 3.43 960.85 3.53 960.90 3.63 960.95 3.72 961.00 3.82 961.05 3.91 961.10 3.99 961.15 4.08 961.20 4.16 961.25 4.24 961.30 4.32 961.35 4.40 961.40 4.47 961.45 4.55 961.50 4.62 961.55 4.88 961.60 5.28 961.65 5.78 961.70 6.36 961.75 7.01 961.80 7.72 961.85 8.49 961.90 9.31 961.95 10.17 962.00 11.08 962.05 12.03 962.10 13.02 962.15 14.05 962.20 15.12 962.25 15.92 962.30 16.03 962.35 16.14 962.40 16.26 962.45 16.37 962.50 16.48 962.55 16.59 962.60 16.70 962.65 16.80 Elevation (feet) Primary (cfs) 962.70 16.91 962.75 17.02 962.80 17.12 962.85 17.23 962.90 17.33 962.95 17.44 963.00 17.54 963.05 17.64 963.10 17.75 963.15 17.85 963.20 17.95 963.25 18.05 963.30 18.15 963.35 18.25 963.40 18.35 963.45 18.45 963.50 18.54 MSE 24-hr 3 2-year Rainfall=2.79"2026-05-22 Propsoed HydroCAD Printed 7/23/2026Prepared by Landform Professional Services Page 32HydroCAD® 10.20-6a s/n 01713 © 2024 HydroCAD Software Solutions LLC Stage-Area-Storage for Pond 14P: SW Underground Elevation (feet) Storage (cubic-feet) 957.50 0 957.55 0 957.60 0 957.65 0 957.70 0 957.75 0 957.80 0 957.85 0 957.90 0 957.95 0 958.00 0 958.05 84 958.10 315 958.15 576 958.20 885 958.25 1,233 958.30 1,616 958.35 2,030 958.40 2,472 958.45 2,941 958.50 3,434 958.55 3,948 958.60 4,484 958.65 5,040 958.70 5,614 958.75 6,205 958.80 6,813 958.85 7,437 958.90 8,075 958.95 8,728 959.00 9,393 959.05 10,071 959.10 10,762 959.15 11,463 959.20 12,175 959.25 12,898 959.30 13,630 959.35 14,372 959.40 15,122 959.45 15,880 959.50 16,646 959.55 17,420 959.60 18,200 959.65 18,987 959.70 19,780 959.75 20,578 959.80 21,382 959.85 22,191 959.90 23,004 959.95 23,822 960.00 24,643 960.05 25,468 Elevation (feet) Storage (cubic-feet) 960.10 26,296 960.15 27,126 960.20 27,959 960.25 28,794 960.30 29,630 960.35 30,468 960.40 31,307 960.45 32,147 960.50 32,987 960.55 33,827 960.60 34,666 960.65 35,505 960.70 36,343 960.75 37,180 960.80 38,015 960.85 38,847 960.90 39,678 960.95 40,506 961.00 41,330 961.05 42,152 961.10 42,969 961.15 43,782 961.20 44,591 961.25 45,395 961.30 46,194 961.35 46,987 961.40 47,773 961.45 48,554 961.50 49,327 961.55 50,093 961.60 50,852 961.65 51,602 961.70 52,343 961.75 53,076 961.80 53,798 961.85 54,510 961.90 55,212 961.95 55,902 962.00 56,580 962.05 57,246 962.10 57,898 962.15 58,536 962.20 59,160 962.25 59,768 962.30 60,359 962.35 60,934 962.40 61,489 962.45 62,025 962.50 62,540 962.55 63,032 962.60 63,501 962.65 63,943 Elevation (feet) Storage (cubic-feet) 962.70 64,357 962.75 64,740 962.80 65,088 962.85 65,397 962.90 65,658 962.95 65,862 963.00 65,973 963.05 65,973 963.10 65,973 963.15 65,973 963.20 65,973 963.25 65,973 963.30 65,973 963.35 65,973 963.40 65,973 963.45 65,973 963.50 65,973 MSE 24-hr 3 10-year Rainfall=4.17"2026-05-22 Propsoed HydroCAD Printed 7/23/2026Prepared by Landform Professional Services Page 33HydroCAD® 10.20-6a s/n 01713 © 2024 HydroCAD Software Solutions LLC Time span=1.00-72.00 hrs, dt=0.01 hrs, 7101 points Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Runoff Area=229,872 sf 93.95% Impervious Runoff Depth=3.82"Subcatchment 1S: West Dealership Tc=5.0 min CN=97 Runoff=33.73 cfs 1.680 af Runoff Area=146,674 sf 87.80% Impervious Runoff Depth=3.71"Subcatchment 2S: SE Dealership Tc=5.0 min CN=96 Runoff=21.28 cfs 1.041 af Runoff Area=202,063 sf 88.47% Impervious Runoff Depth=3.71"Subcatchment 3S: NE Dealership Tc=5.0 min CN=96 Runoff=29.32 cfs 1.434 af Runoff Area=105,254 sf 85.28% Impervious Runoff Depth=3.60"Subcatchment 4S: North Dealership Tc=5.0 min CN=95 Runoff=15.07 cfs 0.725 af Runoff Area=27,378 sf 43.89% Impervious Runoff Depth=2.89"Subcatchment 8S: NE D-D Tc=0.0 min CN=88 Runoff=3.74 cfs 0.151 af Runoff Area=486,101 sf 0.26% Impervious Runoff Depth=2.98"Subcatchment 9S: South Undev. Flow Length=959' Tc=27.6 min CN=89 Runoff=30.82 cfs 2.774 af Runoff Area=76,721 sf 0.00% Impervious Runoff Depth=2.18"Subcatchment 10S: North Undev. Tc=5.0 min CN=80 Runoff=7.50 cfs 0.320 af Runoff Area=4,335 sf 0.00% Impervious Runoff Depth=2.98"Subcatchment 15S: South D-D Tc=5.0 min CN=89 Runoff=0.55 cfs 0.025 af Inflow=25.15 cfs 2.627 afReach 5R: North Outflow=25.15 cfs 2.627 af Inflow=7.19 cfs 1.065 afReach 6R: SE Outflow=7.19 cfs 1.065 af Inflow=34.38 cfs 4.454 afReach 7R: SW Outflow=34.38 cfs 4.454 af Peak Elev=964.52' Storage=24,302 cf Inflow=15.07 cfs 0.725 afPond 11P: NW Pond Outflow=7.27 cfs 0.725 af Peak Elev=963.77' Storage=39,688 cf Inflow=29.32 cfs 1.434 afPond 12P: NE Pond Outflow=12.43 cfs 1.431 af Peak Elev=962.79' Storage=31,893 cf Inflow=21.28 cfs 1.041 afPond 13P: SE Pond Outflow=7.00 cfs 1.040 af Peak Elev=960.91' Storage=39,839 cf Inflow=33.73 cfs 1.680 afPond 14P: SW Underground Outflow=3.65 cfs 1.680 af Total Runoff Area = 29.348 ac Runoff Volume = 8.149 af Average Runoff Depth = 3.33" 50.99% Pervious = 14.965 ac 49.01% Impervious = 14.383 ac MSE 24-hr 3 10-year Rainfall=4.17"2026-05-22 Propsoed HydroCAD Printed 7/23/2026Prepared by Landform Professional Services Page 34HydroCAD® 10.20-6a s/n 01713 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment 1S: West Dealership Runoff = 33.73 cfs @ 12.12 hrs, Volume= 1.680 af, Depth= 3.82" Routed to Pond 14P : SW Underground Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-72.00 hrs, dt= 0.01 hrs MSE 24-hr 3 10-year Rainfall=4.17" Area (sf) CN Description 13,912 80 >75% Grass cover, Good, HSG D 215,960 98 Paved parking, HSG D 229,872 97 Weighted Average 13,912 6.05% Pervious Area 215,960 93.95% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.0 Direct Entry, Subcatchment 1S: West Dealership Runoff Hydrograph Time (hours) 72706866646260585654525048464442403836343230282624222018161412108642 Fl o w ( c f s ) 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 MSE 24-hr 3 10-year Rainfall=4.17" Runoff Area=229,872 sf Runoff Volume=1.680 af Runoff Depth=3.82" Tc=5.0 min CN=97 33.73 cfs MSE 24-hr 3 10-year Rainfall=4.17"2026-05-22 Propsoed HydroCAD Printed 7/23/2026Prepared by Landform Professional Services Page 35HydroCAD® 10.20-6a s/n 01713 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment 2S: SE Dealership Runoff = 21.28 cfs @ 12.12 hrs, Volume= 1.041 af, Depth= 3.71" Routed to Pond 13P : SE Pond Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-72.00 hrs, dt= 0.01 hrs MSE 24-hr 3 10-year Rainfall=4.17" Area (sf) CN Description 17,897 80 >75% Grass cover, Good, HSG D 121,025 98 Paved parking, HSG D 7,752 98 Water Surface, HSG D 146,674 96 Weighted Average 17,897 12.20% Pervious Area 128,777 87.80% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.0 Direct Entry, Subcatchment 2S: SE Dealership Runoff Hydrograph Time (hours) 72706866646260585654525048464442403836343230282624222018161412108642 Fl o w ( c f s ) 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 0 MSE 24-hr 3 10-year Rainfall=4.17" Runoff Area=146,674 sf Runoff Volume=1.041 af Runoff Depth=3.71" Tc=5.0 min CN=96 21.28 cfs MSE 24-hr 3 10-year Rainfall=4.17"2026-05-22 Propsoed HydroCAD Printed 7/23/2026Prepared by Landform Professional Services Page 36HydroCAD® 10.20-6a s/n 01713 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment 3S: NE Dealership Runoff = 29.32 cfs @ 12.12 hrs, Volume= 1.434 af, Depth= 3.71" Routed to Pond 12P : NE Pond Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-72.00 hrs, dt= 0.01 hrs MSE 24-hr 3 10-year Rainfall=4.17" Area (sf) CN Description 23,305 80 >75% Grass cover, Good, HSG D 169,820 98 Paved parking, HSG D 8,938 98 Water Surface, HSG D 202,063 96 Weighted Average 23,305 11.53% Pervious Area 178,758 88.47% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.0 Direct Entry, Subcatchment 3S: NE Dealership Runoff Hydrograph Time (hours) 72706866646260585654525048464442403836343230282624222018161412108642 Fl o w ( c f s ) 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 MSE 24-hr 3 10-year Rainfall=4.17" Runoff Area=202,063 sf Runoff Volume=1.434 af Runoff Depth=3.71" Tc=5.0 min CN=96 29.32 cfs MSE 24-hr 3 10-year Rainfall=4.17"2026-05-22 Propsoed HydroCAD Printed 7/23/2026Prepared by Landform Professional Services Page 37HydroCAD® 10.20-6a s/n 01713 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment 4S: North Dealership Runoff = 15.07 cfs @ 12.12 hrs, Volume= 0.725 af, Depth= 3.60" Routed to Pond 11P : NW Pond Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-72.00 hrs, dt= 0.01 hrs MSE 24-hr 3 10-year Rainfall=4.17" Area (sf) CN Description 15,493 80 >75% Grass cover, Good, HSG D 81,394 98 Paved parking, HSG D 8,367 98 Water Surface, HSG D 105,254 95 Weighted Average 15,493 14.72% Pervious Area 89,761 85.28% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.0 Direct Entry, Subcatchment 4S: North Dealership Runoff Hydrograph Time (hours) 72706866646260585654525048464442403836343230282624222018161412108642 Fl o w ( c f s ) 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 0 MSE 24-hr 3 10-year Rainfall=4.17" Runoff Area=105,254 sf Runoff Volume=0.725 af Runoff Depth=3.60" Tc=5.0 min CN=95 15.07 cfs MSE 24-hr 3 10-year Rainfall=4.17"2026-05-22 Propsoed HydroCAD Printed 7/23/2026Prepared by Landform Professional Services Page 38HydroCAD® 10.20-6a s/n 01713 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment 8S: NE D-D Runoff = 3.74 cfs @ 12.09 hrs, Volume= 0.151 af, Depth= 2.89" Routed to Reach 5R : North Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-72.00 hrs, dt= 0.01 hrs MSE 24-hr 3 10-year Rainfall=4.17" Area (sf) CN Description 15,363 80 >75% Grass cover, Good, HSG D 12,015 98 Paved parking, HSG D 27,378 88 Weighted Average 15,363 56.11% Pervious Area 12,015 43.89% Impervious Area Subcatchment 8S: NE D-D Runoff Hydrograph Time (hours) 72706866646260585654525048464442403836343230282624222018161412108642 Fl o w ( c f s ) 4 3 2 1 0 MSE 24-hr 3 10-year Rainfall=4.17" Runoff Area=27,378 sf Runoff Volume=0.151 af Runoff Depth=2.89" Tc=0.0 min CN=88 3.74 cfs MSE 24-hr 3 10-year Rainfall=4.17"2026-05-22 Propsoed HydroCAD Printed 7/23/2026Prepared by Landform Professional Services Page 39HydroCAD® 10.20-6a s/n 01713 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment 9S: South Undev. Runoff = 30.82 cfs @ 12.39 hrs, Volume= 2.774 af, Depth= 2.98" Routed to Reach 7R : SW Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-72.00 hrs, dt= 0.01 hrs MSE 24-hr 3 10-year Rainfall=4.17" Area (sf) CN Description 1,263 98 Paved parking, HSG D 484,838 89 Row crops, straight row, Good, HSG D 486,101 89 Weighted Average 484,838 99.74% Pervious Area 1,263 0.26% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 2.1 205 0.0341 1.66 Shallow Concentrated Flow, Steep Cultivated Straight Rows Kv= 9.0 fps 25.5 754 0.0030 0.49 Shallow Concentrated Flow, Cultivated Straight Rows Kv= 9.0 fps 27.6 959 Total Subcatchment 9S: South Undev. Runoff Hydrograph Time (hours) 72706866646260585654525048464442403836343230282624222018161412108642 Fl o w ( c f s ) 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 MSE 24-hr 3 10-year Rainfall=4.17" Runoff Area=486,101 sf Runoff Volume=2.774 af Runoff Depth=2.98" Flow Length=959' Tc=27.6 min CN=89 30.82 cfs MSE 24-hr 3 10-year Rainfall=4.17"2026-05-22 Propsoed HydroCAD Printed 7/23/2026Prepared by Landform Professional Services Page 40HydroCAD® 10.20-6a s/n 01713 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment 10S: North Undev. Runoff = 7.50 cfs @ 12.13 hrs, Volume= 0.320 af, Depth= 2.18" Routed to Reach 5R : North Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-72.00 hrs, dt= 0.01 hrs MSE 24-hr 3 10-year Rainfall=4.17" Area (sf) CN Description 76,721 80 >75% Grass cover, Good, HSG D 76,721 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.0 Direct Entry, Subcatchment 10S: North Undev. Runoff Hydrograph Time (hours) 72706866646260585654525048464442403836343230282624222018161412108642 Fl o w ( c f s ) 8 7 6 5 4 3 2 1 0 MSE 24-hr 3 10-year Rainfall=4.17" Runoff Area=76,721 sf Runoff Volume=0.320 af Runoff Depth=2.18" Tc=5.0 min CN=80 7.50 cfs MSE 24-hr 3 10-year Rainfall=4.17"2026-05-22 Propsoed HydroCAD Printed 7/23/2026Prepared by Landform Professional Services Page 41HydroCAD® 10.20-6a s/n 01713 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment 15S: South D-D Runoff = 0.55 cfs @ 12.12 hrs, Volume= 0.025 af, Depth= 2.98" Routed to Reach 6R : SE Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-72.00 hrs, dt= 0.01 hrs MSE 24-hr 3 10-year Rainfall=4.17" Area (sf) CN Description 4,335 89 <50% Grass cover, Poor, HSG D 4,335 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.0 Direct Entry, Subcatchment 15S: South D-D Runoff Hydrograph Time (hours) 72706866646260585654525048464442403836343230282624222018161412108642 Fl o w ( c f s ) 0.6 0.55 0.5 0.45 0.4 0.35 0.3 0.25 0.2 0.15 0.1 0.05 0 MSE 24-hr 3 10-year Rainfall=4.17" Runoff Area=4,335 sf Runoff Volume=0.025 af Runoff Depth=2.98" Tc=5.0 min CN=89 0.55 cfs MSE 24-hr 3 10-year Rainfall=4.17"2026-05-22 Propsoed HydroCAD Printed 7/23/2026Prepared by Landform Professional Services Page 42HydroCAD® 10.20-6a s/n 01713 © 2024 HydroCAD Software Solutions LLC Summary for Reach 5R: North Inflow Area = 9.445 ac, 68.19% Impervious, Inflow Depth = 3.34" for 10-year event Inflow = 25.15 cfs @ 12.17 hrs, Volume= 2.627 af Outflow = 25.15 cfs @ 12.17 hrs, Volume= 2.627 af, Atten= 0%, Lag= 0.0 min Routed to nonexistent node 15R Routing by Stor-Ind+Trans method, Time Span= 1.00-72.00 hrs, dt= 0.01 hrs Reach 5R: North Inflow Outflow Hydrograph Time (hours) 72706866646260585654525048464442403836343230282624222018161412108642 Fl o w ( c f s ) 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Inflow Area=9.445 ac 25.15 cfs 25.15 cfs MSE 24-hr 3 10-year Rainfall=4.17"2026-05-22 Propsoed HydroCAD Printed 7/23/2026Prepared by Landform Professional Services Page 43HydroCAD® 10.20-6a s/n 01713 © 2024 HydroCAD Software Solutions LLC Summary for Reach 6R: SE Inflow Area = 3.467 ac, 85.28% Impervious, Inflow Depth = 3.69" for 10-year event Inflow = 7.19 cfs @ 12.25 hrs, Volume= 1.065 af Outflow = 7.19 cfs @ 12.25 hrs, Volume= 1.065 af, Atten= 0%, Lag= 0.0 min Routed to nonexistent node 15R Routing by Stor-Ind+Trans method, Time Span= 1.00-72.00 hrs, dt= 0.01 hrs Reach 6R: SE Inflow Outflow Hydrograph Time (hours) 72706866646260585654525048464442403836343230282624222018161412108642 Fl o w ( c f s ) 8 7 6 5 4 3 2 1 0 Inflow Area=3.467 ac 7.19 cfs 7.19 cfs MSE 24-hr 3 10-year Rainfall=4.17"2026-05-22 Propsoed HydroCAD Printed 7/23/2026Prepared by Landform Professional Services Page 44HydroCAD® 10.20-6a s/n 01713 © 2024 HydroCAD Software Solutions LLC Summary for Reach 7R: SW Inflow Area = 16.436 ac, 30.34% Impervious, Inflow Depth = 3.25" for 10-year event Inflow = 34.38 cfs @ 12.39 hrs, Volume= 4.454 af Outflow = 34.38 cfs @ 12.39 hrs, Volume= 4.454 af, Atten= 0%, Lag= 0.0 min Routed to nonexistent node 15R Routing by Stor-Ind+Trans method, Time Span= 1.00-72.00 hrs, dt= 0.01 hrs Reach 7R: SW Inflow Outflow Hydrograph Time (hours) 72706866646260585654525048464442403836343230282624222018161412108642 Fl o w ( c f s ) 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Inflow Area=16.436 ac 34.38 cfs 34.38 cfs MSE 24-hr 3 10-year Rainfall=4.17"2026-05-22 Propsoed HydroCAD Printed 7/23/2026Prepared by Landform Professional Services Page 45HydroCAD® 10.20-6a s/n 01713 © 2024 HydroCAD Software Solutions LLC Summary for Pond 11P: NW Pond Inflow Area = 2.416 ac, 85.28% Impervious, Inflow Depth = 3.60" for 10-year event Inflow = 15.07 cfs @ 12.12 hrs, Volume= 0.725 af Outflow = 7.27 cfs @ 12.20 hrs, Volume= 0.725 af, Atten= 52%, Lag= 4.6 min Primary = 7.27 cfs @ 12.20 hrs, Volume= 0.725 af Routed to Reach 5R : North Routing by Stor-Ind method, Time Span= 1.00-72.00 hrs, dt= 0.01 hrs Starting Elev= 963.00' Surf.Area= 6,990 sf Storage= 11,368 cf Peak Elev= 964.52' @ 12.20 hrs Surf.Area= 9,997 sf Storage= 24,302 cf (12,935 cf above start) Plug-Flow detention time= 288.9 min calculated for 0.464 af (64% of inflow) Center-of-Mass det. time= 121.8 min ( 885.5 - 763.7 ) Volume Invert Avail.Storage Storage Description #1 959.00' 41,356 cf Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (sq-ft) (cubic-feet) (cubic-feet) 959.00 747 0 0 962.00 3,376 6,185 6,185 963.00 6,990 5,183 11,368 966.00 12,913 29,855 41,222 966.01 13,894 134 41,356 Device Routing Invert Outlet Devices #1 Primary 963.00'18.0" Round Culvert L= 30.0' RCP, sq.cut end projecting, Ke= 0.500 Inlet / Outlet Invert= 963.00' / 962.50' S= 0.0167 '/' Cc= 0.900 n= 0.013 Concrete pipe, straight & clean, Flow Area= 1.77 sf #2 Device 1 963.00'Custom Weir/Orifice, Cv= 2.62 (C= 3.28) Head (feet) 0.00 1.00 1.00 3.00 Width (feet) 0.00 0.00 5.00 5.00 #3 Device 1 963.00'6.0" Vert. Orifice/Grate C= 0.600 Limited to weir flow at low heads Primary OutFlow Max=7.26 cfs @ 12.20 hrs HW=964.52' (Free Discharge) 1=Culvert (Passes 7.26 cfs of 7.48 cfs potential flow) 2=Custom Weir/Orifice (Weir Controls 6.19 cfs @ 2.37 fps) 3=Orifice/Grate (Orifice Controls 1.07 cfs @ 5.43 fps) MSE 24-hr 3 10-year Rainfall=4.17"2026-05-22 Propsoed HydroCAD Printed 7/23/2026Prepared by Landform Professional Services Page 46HydroCAD® 10.20-6a s/n 01713 © 2024 HydroCAD Software Solutions LLC Pond 11P: NW Pond Inflow Primary Hydrograph Time (hours) 72706866646260585654525048464442403836343230282624222018161412108642 Fl o w ( c f s ) 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 0 Inflow Area=2.416 ac Peak Elev=964.52' Storage=24,302 cf 15.07 cfs 7.27 cfs MSE 24-hr 3 10-year Rainfall=4.17"2026-05-22 Propsoed HydroCAD Printed 7/23/2026Prepared by Landform Professional Services Page 47HydroCAD® 10.20-6a s/n 01713 © 2024 HydroCAD Software Solutions LLC Stage-Discharge for Pond 11P: NW Pond Elevation (feet) Primary (cfs) 959.00 0.00 959.05 0.00 959.10 0.00 959.15 0.00 959.20 0.00 959.25 0.00 959.30 0.00 959.35 0.00 959.40 0.00 959.45 0.00 959.50 0.00 959.55 0.00 959.60 0.00 959.65 0.00 959.70 0.00 959.75 0.00 959.80 0.00 959.85 0.00 959.90 0.00 959.95 0.00 960.00 0.00 960.05 0.00 960.10 0.00 960.15 0.00 960.20 0.00 960.25 0.00 960.30 0.00 960.35 0.00 960.40 0.00 960.45 0.00 960.50 0.00 960.55 0.00 960.60 0.00 960.65 0.00 960.70 0.00 960.75 0.00 960.80 0.00 960.85 0.00 960.90 0.00 960.95 0.00 961.00 0.00 961.05 0.00 961.10 0.00 961.15 0.00 961.20 0.00 961.25 0.00 961.30 0.00 961.35 0.00 961.40 0.00 961.45 0.00 961.50 0.00 961.55 0.00 Elevation (feet) Primary (cfs) 961.60 0.00 961.65 0.00 961.70 0.00 961.75 0.00 961.80 0.00 961.85 0.00 961.90 0.00 961.95 0.00 962.00 0.00 962.05 0.00 962.10 0.00 962.15 0.00 962.20 0.00 962.25 0.00 962.30 0.00 962.35 0.00 962.40 0.00 962.45 0.00 962.50 0.00 962.55 0.00 962.60 0.00 962.65 0.00 962.70 0.00 962.75 0.00 962.80 0.00 962.85 0.00 962.90 0.00 962.95 0.00 963.00 0.00 963.05 0.01 963.10 0.03 963.15 0.07 963.20 0.11 963.25 0.17 963.30 0.23 963.35 0.30 963.40 0.36 963.45 0.43 963.50 0.47 963.55 0.52 963.60 0.56 963.65 0.60 963.70 0.63 963.75 0.67 963.80 0.70 963.85 0.73 963.90 0.76 963.95 0.79 964.00 0.82 964.05 1.03 964.10 1.39 964.15 1.85 Elevation (feet) Primary (cfs) 964.20 2.39 964.25 2.99 964.30 3.66 964.35 4.38 964.40 5.16 964.45 5.98 964.50 6.85 964.55 7.61 964.60 7.84 964.65 8.07 964.70 8.29 964.75 8.51 964.80 8.72 964.85 8.92 964.90 9.12 964.95 9.32 965.00 9.51 965.05 9.70 965.10 9.89 965.15 10.07 965.20 10.25 965.25 10.42 965.30 10.59 965.35 10.76 965.40 10.93 965.45 11.09 965.50 11.26 965.55 11.42 965.60 11.57 965.65 11.73 965.70 11.88 965.75 12.03 965.80 12.18 965.85 12.33 965.90 12.48 965.95 12.62 966.00 12.76 MSE 24-hr 3 10-year Rainfall=4.17"2026-05-22 Propsoed HydroCAD Printed 7/23/2026Prepared by Landform Professional Services Page 48HydroCAD® 10.20-6a s/n 01713 © 2024 HydroCAD Software Solutions LLC Stage-Area-Storage for Pond 11P: NW Pond Elevation (feet) Surface (sq-ft) Storage (cubic-feet) 959.00 747 0 959.10 835 79 959.20 922 167 959.30 1,010 264 959.40 1,098 369 959.50 1,185 483 959.60 1,273 606 959.70 1,360 738 959.80 1,448 878 959.90 1,536 1,027 960.00 1,623 1,185 960.10 1,711 1,352 960.20 1,799 1,527 960.30 1,886 1,712 960.40 1,974 1,905 960.50 2,062 2,106 960.60 2,149 2,317 960.70 2,237 2,536 960.80 2,324 2,764 960.90 2,412 3,001 961.00 2,500 3,247 961.10 2,587 3,501 961.20 2,675 3,764 961.30 2,763 4,036 961.40 2,850 4,317 961.50 2,938 4,606 961.60 3,025 4,904 961.70 3,113 5,211 961.80 3,201 5,527 961.90 3,288 5,851 962.00 3,376 6,185 962.10 3,737 6,540 962.20 4,099 6,932 962.30 4,460 7,360 962.40 4,822 7,824 962.50 5,183 8,324 962.60 5,544 8,861 962.70 5,906 9,433 962.80 6,267 10,042 962.90 6,629 10,687 963.00 6,990 11,368 963.10 7,187 12,076 963.20 7,385 12,805 963.30 7,582 13,553 963.40 7,780 14,321 963.50 7,977 15,109 963.60 8,175 15,917 963.70 8,372 16,744 963.80 8,569 17,591 963.90 8,767 18,458 964.00 8,964 19,345 964.10 9,162 20,251 Elevation (feet) Surface (sq-ft) Storage (cubic-feet) 964.20 9,359 21,177 964.30 9,557 22,123 964.40 9,754 23,088 964.50 9,952 24,074 964.60 10,149 25,079 964.70 10,346 26,103 964.80 10,544 27,148 964.90 10,741 28,212 965.00 10,939 29,296 965.10 11,136 30,400 965.20 11,334 31,523 965.30 11,531 32,667 965.40 11,728 33,830 965.50 11,926 35,012 965.60 12,123 36,215 965.70 12,321 37,437 965.80 12,518 38,679 965.90 12,716 39,941 966.00 12,913 41,222 MSE 24-hr 3 10-year Rainfall=4.17"2026-05-22 Propsoed HydroCAD Printed 7/23/2026Prepared by Landform Professional Services Page 49HydroCAD® 10.20-6a s/n 01713 © 2024 HydroCAD Software Solutions LLC Summary for Pond 12P: NE Pond Inflow Area = 4.639 ac, 88.47% Impervious, Inflow Depth = 3.71" for 10-year event Inflow = 29.32 cfs @ 12.12 hrs, Volume= 1.434 af Outflow = 12.43 cfs @ 12.21 hrs, Volume= 1.431 af, Atten= 58%, Lag= 5.5 min Primary = 12.43 cfs @ 12.21 hrs, Volume= 1.431 af Routed to Reach 5R : North Routing by Stor-Ind method, Time Span= 1.00-72.00 hrs, dt= 0.01 hrs Starting Elev= 961.50' Surf.Area= 9,200 sf Storage= 12,263 cf Peak Elev= 963.77' @ 12.21 hrs Surf.Area= 15,214 sf Storage= 39,688 cf (27,425 cf above start) Plug-Flow detention time= 265.9 min calculated for 1.149 af (80% of inflow) Center-of-Mass det. time= 153.7 min ( 912.7 - 759.0 ) Volume Invert Avail.Storage Storage Description #1 958.00' 81,245 cf Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (sq-ft) (cubic-feet) (cubic-feet) 958.00 756 0 0 960.50 3,839 5,744 5,744 961.50 9,200 6,520 12,263 963.00 12,912 16,584 28,847 966.00 21,869 52,172 81,019 966.01 23,430 226 81,245 Device Routing Invert Outlet Devices #1 Primary 961.50'24.0" Round Culvert L= 123.0' RCP, square edge headwall, Ke= 0.500 Inlet / Outlet Invert= 961.50' / 960.00' S= 0.0122 '/' Cc= 0.900 n= 0.013 Concrete pipe, straight & clean, Flow Area= 3.14 sf #2 Device 1 961.50'Custom Weir/Orifice, Cv= 2.62 (C= 3.28) Head (feet) 0.00 1.50 1.50 4.00 Width (feet) 0.00 0.00 5.00 5.00 #3 Primary 961.50'6.0" Vert. Orifice/Grate C= 0.600 Limited to weir flow at low heads Primary OutFlow Max=12.42 cfs @ 12.21 hrs HW=963.77' (Free Discharge) 1=Culvert (Passes 11.08 cfs of 17.05 cfs potential flow) 2=Custom Weir/Orifice (Weir Controls 11.08 cfs @ 2.88 fps) 3=Orifice/Grate (Orifice Controls 1.34 cfs @ 6.84 fps) MSE 24-hr 3 10-year Rainfall=4.17"2026-05-22 Propsoed HydroCAD Printed 7/23/2026Prepared by Landform Professional Services Page 50HydroCAD® 10.20-6a s/n 01713 © 2024 HydroCAD Software Solutions LLC Pond 12P: NE Pond Inflow Primary Hydrograph Time (hours) 72706866646260585654525048464442403836343230282624222018161412108642 Fl o w ( c f s ) 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Inflow Area=4.639 ac Peak Elev=963.77' Storage=39,688 cf 29.32 cfs 12.43 cfs MSE 24-hr 3 10-year Rainfall=4.17"2026-05-22 Propsoed HydroCAD Printed 7/23/2026Prepared by Landform Professional Services Page 51HydroCAD® 10.20-6a s/n 01713 © 2024 HydroCAD Software Solutions LLC Stage-Discharge for Pond 12P: NE Pond Elevation (feet) Primary (cfs) 958.00 0.00 958.05 0.00 958.10 0.00 958.15 0.00 958.20 0.00 958.25 0.00 958.30 0.00 958.35 0.00 958.40 0.00 958.45 0.00 958.50 0.00 958.55 0.00 958.60 0.00 958.65 0.00 958.70 0.00 958.75 0.00 958.80 0.00 958.85 0.00 958.90 0.00 958.95 0.00 959.00 0.00 959.05 0.00 959.10 0.00 959.15 0.00 959.20 0.00 959.25 0.00 959.30 0.00 959.35 0.00 959.40 0.00 959.45 0.00 959.50 0.00 959.55 0.00 959.60 0.00 959.65 0.00 959.70 0.00 959.75 0.00 959.80 0.00 959.85 0.00 959.90 0.00 959.95 0.00 960.00 0.00 960.05 0.00 960.10 0.00 960.15 0.00 960.20 0.00 960.25 0.00 960.30 0.00 960.35 0.00 960.40 0.00 960.45 0.00 960.50 0.00 960.55 0.00 Elevation (feet) Primary (cfs) 960.60 0.00 960.65 0.00 960.70 0.00 960.75 0.00 960.80 0.00 960.85 0.00 960.90 0.00 960.95 0.00 961.00 0.00 961.05 0.00 961.10 0.00 961.15 0.00 961.20 0.00 961.25 0.00 961.30 0.00 961.35 0.00 961.40 0.00 961.45 0.00 961.50 0.00 961.55 0.01 961.60 0.03 961.65 0.07 961.70 0.11 961.75 0.17 961.80 0.23 961.85 0.30 961.90 0.36 961.95 0.43 962.00 0.47 962.05 0.52 962.10 0.56 962.15 0.60 962.20 0.63 962.25 0.67 962.30 0.70 962.35 0.73 962.40 0.76 962.45 0.79 962.50 0.82 962.55 0.85 962.60 0.87 962.65 0.90 962.70 0.92 962.75 0.95 962.80 0.97 962.85 0.99 962.90 1.01 962.95 1.04 963.00 1.06 963.05 1.26 963.10 1.62 963.15 2.07 Elevation (feet) Primary (cfs) 963.20 2.60 963.25 3.20 963.30 3.87 963.35 4.59 963.40 5.36 963.45 6.18 963.50 7.04 963.55 7.95 963.60 8.90 963.65 9.88 963.70 10.91 963.75 11.97 963.80 13.07 963.85 14.20 963.90 15.37 963.95 16.56 964.00 17.79 964.05 19.05 964.10 20.34 964.15 20.90 964.20 21.20 964.25 21.51 964.30 21.80 964.35 22.10 964.40 22.39 964.45 22.68 964.50 22.96 964.55 23.24 964.60 23.52 964.65 23.79 964.70 24.06 964.75 24.33 964.80 24.59 964.85 24.85 964.90 25.11 964.95 25.37 965.00 25.62 965.05 25.87 965.10 26.12 965.15 26.37 965.20 26.61 965.25 26.85 965.30 27.09 965.35 27.33 965.40 27.57 965.45 27.80 965.50 28.03 965.55 28.26 965.60 28.49 965.65 28.71 965.70 28.94 965.75 29.16 Elevation (feet) Primary (cfs) 965.80 29.38 965.85 29.60 965.90 29.82 965.95 30.03 966.00 30.25 MSE 24-hr 3 10-year Rainfall=4.17"2026-05-22 Propsoed HydroCAD Printed 7/23/2026Prepared by Landform Professional Services Page 52HydroCAD® 10.20-6a s/n 01713 © 2024 HydroCAD Software Solutions LLC Stage-Area-Storage for Pond 12P: NE Pond Elevation (feet) Surface (sq-ft) Storage (cubic-feet) 958.00 756 0 958.10 879 82 958.20 1,003 176 958.30 1,126 282 958.40 1,249 401 958.50 1,373 532 958.60 1,496 676 958.70 1,619 831 958.80 1,743 999 958.90 1,866 1,180 959.00 1,989 1,373 959.10 2,113 1,578 959.20 2,236 1,795 959.30 2,359 2,025 959.40 2,482 2,267 959.50 2,606 2,521 959.60 2,729 2,788 959.70 2,852 3,067 959.80 2,976 3,359 959.90 3,099 3,662 960.00 3,222 3,978 960.10 3,346 4,307 960.20 3,469 4,648 960.30 3,592 5,001 960.40 3,716 5,366 960.50 3,839 5,744 960.60 4,375 6,154 960.70 4,911 6,619 960.80 5,447 7,137 960.90 5,983 7,708 961.00 6,520 8,333 961.10 7,056 9,012 961.20 7,592 9,744 961.30 8,128 10,530 961.40 8,664 11,370 961.50 9,200 12,263 961.60 9,447 13,196 961.70 9,695 14,153 961.80 9,942 15,135 961.90 10,190 16,141 962.00 10,437 17,173 962.10 10,685 18,229 962.20 10,932 19,310 962.30 11,180 20,415 962.40 11,427 21,545 962.50 11,675 22,701 962.60 11,922 23,880 962.70 12,170 25,085 962.80 12,417 26,314 962.90 12,665 27,568 963.00 12,912 28,847 963.10 13,211 30,153 Elevation (feet) Surface (sq-ft) Storage (cubic-feet) 963.20 13,509 31,489 963.30 13,808 32,855 963.40 14,106 34,251 963.50 14,405 35,676 963.60 14,703 37,132 963.70 15,002 38,617 963.80 15,301 40,132 963.90 15,599 41,677 964.00 15,898 43,252 964.10 16,196 44,857 964.20 16,495 46,491 964.30 16,793 48,156 964.40 17,092 49,850 964.50 17,391 51,574 964.60 17,689 53,328 964.70 17,988 55,112 964.80 18,286 56,926 964.90 18,585 58,769 965.00 18,883 60,643 965.10 19,182 62,546 965.20 19,480 64,479 965.30 19,779 66,442 965.40 20,078 68,435 965.50 20,376 70,457 965.60 20,675 72,510 965.70 20,973 74,592 965.80 21,272 76,705 965.90 21,570 78,847 966.00 21,869 81,019 MSE 24-hr 3 10-year Rainfall=4.17"2026-05-22 Propsoed HydroCAD Printed 7/23/2026Prepared by Landform Professional Services Page 53HydroCAD® 10.20-6a s/n 01713 © 2024 HydroCAD Software Solutions LLC Summary for Pond 13P: SE Pond Inflow Area = 3.367 ac, 87.80% Impervious, Inflow Depth = 3.71" for 10-year event Inflow = 21.28 cfs @ 12.12 hrs, Volume= 1.041 af Outflow = 7.00 cfs @ 12.25 hrs, Volume= 1.040 af, Atten= 67%, Lag= 7.7 min Primary = 7.00 cfs @ 12.25 hrs, Volume= 1.040 af Routed to Reach 6R : SE Routing by Stor-Ind method, Time Span= 1.00-72.00 hrs, dt= 0.01 hrs Starting Elev= 960.50' Surf.Area= 7,752 sf Storage= 10,839 cf Peak Elev= 962.79' @ 12.25 hrs Surf.Area= 10,620 sf Storage= 31,893 cf (21,055 cf above start) Plug-Flow detention time= 289.1 min calculated for 0.792 af (76% of inflow) Center-of-Mass det. time= 158.0 min ( 917.0 - 759.0 ) Volume Invert Avail.Storage Storage Description #1 956.50' 45,838 cf Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (sq-ft) (cubic-feet) (cubic-feet) 956.50 439 0 0 959.50 3,152 5,387 5,387 960.50 7,752 5,452 10,839 963.00 10,880 23,290 34,129 963.50 11,804 5,671 39,800 964.00 12,349 6,038 45,838 Device Routing Invert Outlet Devices #1 Primary 960.50'18.0" Round Culvert L= 19.0' RCP, square edge headwall, Ke= 0.500 Inlet / Outlet Invert= 960.50' / 960.31' S= 0.0100 '/' Cc= 0.900 n= 0.013 Concrete pipe, straight & clean, Flow Area= 1.77 sf #2 Device 1 960.50'Weir, Cv= 2.62 (C= 3.28) Head (feet) 0.00 1.80 1.80 4.50 Width (feet) 0.00 0.00 5.00 5.00 #3 Device 1 960.50'6.0" Vert. Orifice/Grate C= 0.600 Limited to weir flow at low heads Primary OutFlow Max=7.00 cfs @ 12.25 hrs HW=962.79' (Free Discharge) 1=Culvert (Passes 7.00 cfs of 10.34 cfs potential flow) 2=Weir (Weir Controls 5.65 cfs @ 2.30 fps) 3=Orifice/Grate (Orifice Controls 1.35 cfs @ 6.88 fps) MSE 24-hr 3 10-year Rainfall=4.17"2026-05-22 Propsoed HydroCAD Printed 7/23/2026Prepared by Landform Professional Services Page 54HydroCAD® 10.20-6a s/n 01713 © 2024 HydroCAD Software Solutions LLC Pond 13P: SE Pond Inflow Primary Hydrograph Time (hours) 72706866646260585654525048464442403836343230282624222018161412108642 Fl o w ( c f s ) 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 0 Inflow Area=3.367 ac Peak Elev=962.79' Storage=31,893 cf 21.28 cfs 7.00 cfs MSE 24-hr 3 10-year Rainfall=4.17"2026-05-22 Propsoed HydroCAD Printed 7/23/2026Prepared by Landform Professional Services Page 55HydroCAD® 10.20-6a s/n 01713 © 2024 HydroCAD Software Solutions LLC Stage-Discharge for Pond 13P: SE Pond Elevation (feet) Primary (cfs) 956.50 0.00 956.55 0.00 956.60 0.00 956.65 0.00 956.70 0.00 956.75 0.00 956.80 0.00 956.85 0.00 956.90 0.00 956.95 0.00 957.00 0.00 957.05 0.00 957.10 0.00 957.15 0.00 957.20 0.00 957.25 0.00 957.30 0.00 957.35 0.00 957.40 0.00 957.45 0.00 957.50 0.00 957.55 0.00 957.60 0.00 957.65 0.00 957.70 0.00 957.75 0.00 957.80 0.00 957.85 0.00 957.90 0.00 957.95 0.00 958.00 0.00 958.05 0.00 958.10 0.00 958.15 0.00 958.20 0.00 958.25 0.00 958.30 0.00 958.35 0.00 958.40 0.00 958.45 0.00 958.50 0.00 958.55 0.00 958.60 0.00 958.65 0.00 958.70 0.00 958.75 0.00 958.80 0.00 958.85 0.00 958.90 0.00 958.95 0.00 959.00 0.00 959.05 0.00 Elevation (feet) Primary (cfs) 959.10 0.00 959.15 0.00 959.20 0.00 959.25 0.00 959.30 0.00 959.35 0.00 959.40 0.00 959.45 0.00 959.50 0.00 959.55 0.00 959.60 0.00 959.65 0.00 959.70 0.00 959.75 0.00 959.80 0.00 959.85 0.00 959.90 0.00 959.95 0.00 960.00 0.00 960.05 0.00 960.10 0.00 960.15 0.00 960.20 0.00 960.25 0.00 960.30 0.00 960.35 0.00 960.40 0.00 960.45 0.00 960.50 0.00 960.55 0.01 960.60 0.03 960.65 0.07 960.70 0.11 960.75 0.17 960.80 0.23 960.85 0.30 960.90 0.36 960.95 0.43 961.00 0.47 961.05 0.52 961.10 0.56 961.15 0.60 961.20 0.63 961.25 0.67 961.30 0.70 961.35 0.73 961.40 0.76 961.45 0.79 961.50 0.82 961.55 0.85 961.60 0.87 961.65 0.90 Elevation (feet) Primary (cfs) 961.70 0.92 961.75 0.95 961.80 0.97 961.85 0.99 961.90 1.01 961.95 1.04 962.00 1.06 962.05 1.08 962.10 1.10 962.15 1.12 962.20 1.14 962.25 1.16 962.30 1.18 962.35 1.38 962.40 1.73 962.45 2.18 962.50 2.72 962.55 3.32 962.60 3.98 962.65 4.69 962.70 5.46 962.75 6.28 962.80 7.14 962.85 8.05 962.90 9.00 962.95 9.98 963.00 11.01 963.05 11.42 963.10 11.57 963.15 11.73 963.20 11.88 963.25 12.03 963.30 12.18 963.35 12.33 963.40 12.48 963.45 12.62 963.50 12.76 963.55 12.90 963.60 13.04 963.65 13.18 963.70 13.32 963.75 13.45 963.80 13.59 963.85 13.72 963.90 13.85 963.95 13.98 964.00 14.11 964.05 14.24 964.10 14.36 964.15 14.49 964.20 14.61 964.25 14.74 Elevation (feet) Primary (cfs) 964.30 14.86 964.35 14.98 964.40 15.10 964.45 15.22 964.50 15.34 964.55 15.46 964.60 15.57 964.65 15.69 964.70 15.80 964.75 15.92 964.80 16.03 964.85 16.14 964.90 16.26 964.95 16.37 965.00 16.48 MSE 24-hr 3 10-year Rainfall=4.17"2026-05-22 Propsoed HydroCAD Printed 7/23/2026Prepared by Landform Professional Services Page 56HydroCAD® 10.20-6a s/n 01713 © 2024 HydroCAD Software Solutions LLC Stage-Area-Storage for Pond 13P: SE Pond Elevation (feet) Surface (sq-ft) Storage (cubic-feet) 956.50 439 0 956.60 529 48 956.70 620 106 956.80 710 172 956.90 801 248 957.00 891 333 957.10 982 426 957.20 1,072 529 957.30 1,162 641 957.40 1,253 761 957.50 1,343 891 957.60 1,434 1,030 957.70 1,524 1,178 957.80 1,615 1,335 957.90 1,705 1,501 958.00 1,796 1,676 958.10 1,886 1,860 958.20 1,976 2,053 958.30 2,067 2,255 958.40 2,157 2,466 958.50 2,248 2,687 958.60 2,338 2,916 958.70 2,429 3,154 958.80 2,519 3,402 958.90 2,609 3,658 959.00 2,700 3,924 959.10 2,790 4,198 959.20 2,881 4,482 959.30 2,971 4,774 959.40 3,062 5,076 959.50 3,152 5,387 959.60 3,612 5,725 959.70 4,072 6,109 959.80 4,532 6,539 959.90 4,992 7,015 960.00 5,452 7,538 960.10 5,912 8,106 960.20 6,372 8,720 960.30 6,832 9,380 960.40 7,292 10,086 960.50 7,752 10,839 960.60 7,877 11,620 960.70 8,002 12,414 960.80 8,127 13,220 960.90 8,252 14,039 961.00 8,378 14,871 961.10 8,503 15,715 961.20 8,628 16,571 961.30 8,753 17,440 961.40 8,878 18,322 961.50 9,003 19,216 961.60 9,128 20,123 Elevation (feet) Surface (sq-ft) Storage (cubic-feet) 961.70 9,253 21,042 961.80 9,379 21,973 961.90 9,504 22,917 962.00 9,629 23,874 962.10 9,754 24,843 962.20 9,879 25,825 962.30 10,004 26,819 962.40 10,129 27,826 962.50 10,254 28,845 962.60 10,380 29,877 962.70 10,505 30,921 962.80 10,630 31,978 962.90 10,755 33,047 963.00 10,880 34,129 963.10 11,065 35,226 963.20 11,250 36,341 963.30 11,434 37,476 963.40 11,619 38,628 963.50 11,804 39,800 963.60 11,913 40,985 963.70 12,022 42,182 963.80 12,131 43,390 963.90 12,240 44,608 964.00 12,349 45,838 964.10 12,349 45,838 964.20 12,349 45,838 964.30 12,349 45,838 964.40 12,349 45,838 964.50 12,349 45,838 964.60 12,349 45,838 964.70 12,349 45,838 964.80 12,349 45,838 964.90 12,349 45,838 965.00 12,349 45,838 MSE 24-hr 3 10-year Rainfall=4.17"2026-05-22 Propsoed HydroCAD Printed 7/23/2026Prepared by Landform Professional Services Page 57HydroCAD® 10.20-6a s/n 01713 © 2024 HydroCAD Software Solutions LLC Summary for Pond 14P: SW Underground Inflow Area = 5.277 ac, 93.95% Impervious, Inflow Depth = 3.82" for 10-year event Inflow = 33.73 cfs @ 12.12 hrs, Volume= 1.680 af Outflow = 3.65 cfs @ 12.56 hrs, Volume= 1.680 af, Atten= 89%, Lag= 26.3 min Primary = 3.65 cfs @ 12.56 hrs, Volume= 1.680 af Routed to Reach 7R : SW Routing by Stor-Ind method, Time Span= 1.00-72.00 hrs, dt= 0.01 hrs Peak Elev= 960.91' @ 12.56 hrs Surf.Area= 25,239 sf Storage= 39,839 cf Plug-Flow detention time= 212.2 min calculated for 1.680 af (100% of inflow) Center-of-Mass det. time= 212.3 min ( 965.8 - 753.5 ) Volume Invert Avail.Storage Storage Description #1A 957.50' 0 cf 89.50'W x 282.00'L x 6.00'H Field A 151,434 cf Overall - 65,973 cf Embedded = 85,461 cf x 0.0% Voids #2A 958.00' 65,973 cf CMP Round 60 x 168 Inside #1 Effective Size= 60.0"W x 60.0"H => 19.63 sf x 20.00'L = 392.7 cf Overall Size= 60.0"W x 60.0"H x 20.00'L 168 Chambers in 12 Rows 65,973 cf Total Available Storage Storage Group A created with Chamber Wizard Device Routing Invert Outlet Devices #1 Primary 958.00'18.0" Round Culvert L= 50.0' RCP, square edge headwall, Ke= 0.500 Inlet / Outlet Invert= 958.00' / 957.61' S= 0.0078 '/' Cc= 0.900 n= 0.013 Concrete pipe, straight & clean, Flow Area= 1.77 sf #2 Device 1 958.00'6.0" Vert. MTD C= 0.600 Limited to weir flow at low heads #3 Device 1 958.00'Weir, Cv= 2.62 (C= 3.28) Head (feet) 0.00 3.50 3.50 5.50 Width (feet) 0.00 0.00 5.00 5.00 #4 Device 1 959.85'10.0" Vert. WQE C= 0.600 Limited to weir flow at low heads Primary OutFlow Max=3.65 cfs @ 12.56 hrs HW=960.91' (Free Discharge) 1=Culvert (Passes 3.65 cfs of 12.24 cfs potential flow) 2=MTD (Orifice Controls 1.54 cfs @ 7.85 fps) 3=Weir ( Controls 0.00 cfs) 4=WQE (Orifice Controls 2.11 cfs @ 3.86 fps) MSE 24-hr 3 10-year Rainfall=4.17"2026-05-22 Propsoed HydroCAD Printed 7/23/2026Prepared by Landform Professional Services Page 58HydroCAD® 10.20-6a s/n 01713 © 2024 HydroCAD Software Solutions LLC Pond 14P: SW Underground - Chamber Wizard Field A Chamber Model = CMP Round 60 (Round Corrugated Metal Pipe) Effective Size= 60.0"W x 60.0"H => 19.63 sf x 20.00'L = 392.7 cf Overall Size= 60.0"W x 60.0"H x 20.00'L 60.0" Wide + 30.0" Spacing = 90.0" C-C Row Spacing 14 Chambers/Row x 20.00' Long = 280.00' Row Length +12.0" End Stone x 2 = 282.00' Base Length 12 Rows x 60.0" Wide + 30.0" Spacing x 11 + 12.0" Side Stone x 2 = 89.50' Base Width 6.0" Stone Base + 60.0" Chamber Height + 6.0" Stone Cover = 6.00' Field Height 168 Chambers x 392.7 cf = 65,973.4 cf Chamber Storage 151,434.0 cf Field - 65,973.4 cf Chambers = 85,460.6 cf Stone x 0.0% Voids = 0.0 cf Stone Storage Chamber Storage = 65,973.4 cf = 1.515 af Overall Storage Efficiency = 43.6% Overall System Size = 282.00' x 89.50' x 6.00' 168 Chambers 5,608.7 cy Field 3,165.2 cy Stone MSE 24-hr 3 10-year Rainfall=4.17"2026-05-22 Propsoed HydroCAD Printed 7/23/2026Prepared by Landform Professional Services Page 59HydroCAD® 10.20-6a s/n 01713 © 2024 HydroCAD Software Solutions LLC Pond 14P: SW Underground Inflow Primary Hydrograph Time (hours) 72706866646260585654525048464442403836343230282624222018161412108642 Fl o w ( c f s ) 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Inflow Area=5.277 ac Peak Elev=960.91' Storage=39,839 cf 33.73 cfs 3.65 cfs MSE 24-hr 3 10-year Rainfall=4.17"2026-05-22 Propsoed HydroCAD Printed 7/23/2026Prepared by Landform Professional Services Page 60HydroCAD® 10.20-6a s/n 01713 © 2024 HydroCAD Software Solutions LLC Stage-Discharge for Pond 14P: SW Underground Elevation (feet) Primary (cfs) 957.50 0.00 957.55 0.00 957.60 0.00 957.65 0.00 957.70 0.00 957.75 0.00 957.80 0.00 957.85 0.00 957.90 0.00 957.95 0.00 958.00 0.00 958.05 0.01 958.10 0.03 958.15 0.07 958.20 0.11 958.25 0.17 958.30 0.23 958.35 0.30 958.40 0.36 958.45 0.43 958.50 0.47 958.55 0.52 958.60 0.56 958.65 0.60 958.70 0.63 958.75 0.67 958.80 0.70 958.85 0.73 958.90 0.76 958.95 0.79 959.00 0.82 959.05 0.85 959.10 0.87 959.15 0.90 959.20 0.92 959.25 0.95 959.30 0.97 959.35 0.99 959.40 1.01 959.45 1.04 959.50 1.06 959.55 1.08 959.60 1.10 959.65 1.12 959.70 1.14 959.75 1.16 959.80 1.18 959.85 1.20 959.90 1.22 959.95 1.27 960.00 1.34 960.05 1.42 Elevation (feet) Primary (cfs) 960.10 1.52 960.15 1.63 960.20 1.76 960.25 1.89 960.30 2.04 960.35 2.19 960.40 2.35 960.45 2.51 960.50 2.67 960.55 2.83 960.60 2.97 960.65 3.10 960.70 3.21 960.75 3.32 960.80 3.43 960.85 3.53 960.90 3.63 960.95 3.72 961.00 3.82 961.05 3.91 961.10 3.99 961.15 4.08 961.20 4.16 961.25 4.24 961.30 4.32 961.35 4.40 961.40 4.47 961.45 4.55 961.50 4.62 961.55 4.88 961.60 5.28 961.65 5.78 961.70 6.36 961.75 7.01 961.80 7.72 961.85 8.49 961.90 9.31 961.95 10.17 962.00 11.08 962.05 12.03 962.10 13.02 962.15 14.05 962.20 15.12 962.25 15.92 962.30 16.03 962.35 16.14 962.40 16.26 962.45 16.37 962.50 16.48 962.55 16.59 962.60 16.70 962.65 16.80 Elevation (feet) Primary (cfs) 962.70 16.91 962.75 17.02 962.80 17.12 962.85 17.23 962.90 17.33 962.95 17.44 963.00 17.54 963.05 17.64 963.10 17.75 963.15 17.85 963.20 17.95 963.25 18.05 963.30 18.15 963.35 18.25 963.40 18.35 963.45 18.45 963.50 18.54 MSE 24-hr 3 10-year Rainfall=4.17"2026-05-22 Propsoed HydroCAD Printed 7/23/2026Prepared by Landform Professional Services Page 61HydroCAD® 10.20-6a s/n 01713 © 2024 HydroCAD Software Solutions LLC Stage-Area-Storage for Pond 14P: SW Underground Elevation (feet) Storage (cubic-feet) 957.50 0 957.55 0 957.60 0 957.65 0 957.70 0 957.75 0 957.80 0 957.85 0 957.90 0 957.95 0 958.00 0 958.05 84 958.10 315 958.15 576 958.20 885 958.25 1,233 958.30 1,616 958.35 2,030 958.40 2,472 958.45 2,941 958.50 3,434 958.55 3,948 958.60 4,484 958.65 5,040 958.70 5,614 958.75 6,205 958.80 6,813 958.85 7,437 958.90 8,075 958.95 8,728 959.00 9,393 959.05 10,071 959.10 10,762 959.15 11,463 959.20 12,175 959.25 12,898 959.30 13,630 959.35 14,372 959.40 15,122 959.45 15,880 959.50 16,646 959.55 17,420 959.60 18,200 959.65 18,987 959.70 19,780 959.75 20,578 959.80 21,382 959.85 22,191 959.90 23,004 959.95 23,822 960.00 24,643 960.05 25,468 Elevation (feet) Storage (cubic-feet) 960.10 26,296 960.15 27,126 960.20 27,959 960.25 28,794 960.30 29,630 960.35 30,468 960.40 31,307 960.45 32,147 960.50 32,987 960.55 33,827 960.60 34,666 960.65 35,505 960.70 36,343 960.75 37,180 960.80 38,015 960.85 38,847 960.90 39,678 960.95 40,506 961.00 41,330 961.05 42,152 961.10 42,969 961.15 43,782 961.20 44,591 961.25 45,395 961.30 46,194 961.35 46,987 961.40 47,773 961.45 48,554 961.50 49,327 961.55 50,093 961.60 50,852 961.65 51,602 961.70 52,343 961.75 53,076 961.80 53,798 961.85 54,510 961.90 55,212 961.95 55,902 962.00 56,580 962.05 57,246 962.10 57,898 962.15 58,536 962.20 59,160 962.25 59,768 962.30 60,359 962.35 60,934 962.40 61,489 962.45 62,025 962.50 62,540 962.55 63,032 962.60 63,501 962.65 63,943 Elevation (feet) Storage (cubic-feet) 962.70 64,357 962.75 64,740 962.80 65,088 962.85 65,397 962.90 65,658 962.95 65,862 963.00 65,973 963.05 65,973 963.10 65,973 963.15 65,973 963.20 65,973 963.25 65,973 963.30 65,973 963.35 65,973 963.40 65,973 963.45 65,973 963.50 65,973 MSE 24-hr 3 100-year Rainfall=7.30"2026-05-22 Propsoed HydroCAD Printed 7/23/2026Prepared by Landform Professional Services Page 62HydroCAD® 10.20-6a s/n 01713 © 2024 HydroCAD Software Solutions LLC Time span=1.00-72.00 hrs, dt=0.01 hrs, 7101 points Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Runoff Area=229,872 sf 93.95% Impervious Runoff Depth=6.94"Subcatchment 1S: West Dealership Tc=5.0 min CN=97 Runoff=59.64 cfs 3.053 af Runoff Area=146,674 sf 87.80% Impervious Runoff Depth=6.82"Subcatchment 2S: SE Dealership Tc=5.0 min CN=96 Runoff=37.90 cfs 1.914 af Runoff Area=202,063 sf 88.47% Impervious Runoff Depth=6.82"Subcatchment 3S: NE Dealership Tc=5.0 min CN=96 Runoff=52.21 cfs 2.637 af Runoff Area=105,254 sf 85.28% Impervious Runoff Depth=6.70"Subcatchment 4S: North Dealership Tc=5.0 min CN=95 Runoff=27.06 cfs 1.350 af Runoff Area=27,378 sf 43.89% Impervious Runoff Depth=5.89"Subcatchment 8S: NE D-D Tc=0.0 min CN=88 Runoff=7.16 cfs 0.308 af Runoff Area=486,101 sf 0.26% Impervious Runoff Depth=6.00"Subcatchment 9S: South Undev. Flow Length=959' Tc=27.6 min CN=89 Runoff=60.11 cfs 5.581 af Runoff Area=76,721 sf 0.00% Impervious Runoff Depth=4.97"Subcatchment 10S: North Undev. Tc=5.0 min CN=80 Runoff=16.46 cfs 0.730 af Runoff Area=4,335 sf 0.00% Impervious Runoff Depth=6.00"Subcatchment 15S: South D-D Tc=5.0 min CN=89 Runoff=1.06 cfs 0.050 af Inflow=51.48 cfs 5.023 afReach 5R: North Outflow=51.48 cfs 5.023 af Inflow=14.20 cfs 1.964 afReach 6R: SE Outflow=14.20 cfs 1.964 af Inflow=76.50 cfs 8.633 afReach 7R: SW Outflow=76.50 cfs 8.633 af Peak Elev=965.27' Storage=32,289 cf Inflow=27.06 cfs 1.350 afPond 11P: NW Pond Outflow=10.48 cfs 1.350 af Peak Elev=964.61' Storage=53,502 cf Inflow=52.21 cfs 2.637 afPond 12P: NE Pond Outflow=23.57 cfs 2.635 af Peak Elev=963.84' Storage=43,933 cf Inflow=37.90 cfs 1.914 afPond 13P: SE Pond Outflow=13.71 cfs 1.914 af Peak Elev=962.56' Storage=63,108 cf Inflow=59.64 cfs 3.053 afPond 14P: SW Underground Outflow=16.60 cfs 3.053 af Total Runoff Area = 29.348 ac Runoff Volume = 15.623 af Average Runoff Depth = 6.39" 50.99% Pervious = 14.965 ac 49.01% Impervious = 14.383 ac MSE 24-hr 3 100-year Rainfall=7.30"2026-05-22 Propsoed HydroCAD Printed 7/23/2026Prepared by Landform Professional Services Page 63HydroCAD® 10.20-6a s/n 01713 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment 1S: West Dealership Runoff = 59.64 cfs @ 12.12 hrs, Volume= 3.053 af, Depth= 6.94" Routed to Pond 14P : SW Underground Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-72.00 hrs, dt= 0.01 hrs MSE 24-hr 3 100-year Rainfall=7.30" Area (sf) CN Description 13,912 80 >75% Grass cover, Good, HSG D 215,960 98 Paved parking, HSG D 229,872 97 Weighted Average 13,912 6.05% Pervious Area 215,960 93.95% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.0 Direct Entry, Subcatchment 1S: West Dealership Runoff Hydrograph Time (hours) 72706866646260585654525048464442403836343230282624222018161412108642 Fl o w ( c f s ) 65 60 55 50 45 40 35 30 25 20 15 10 5 0 MSE 24-hr 3 100-year Rainfall=7.30" Runoff Area=229,872 sf Runoff Volume=3.053 af Runoff Depth=6.94" Tc=5.0 min CN=97 59.64 cfs MSE 24-hr 3 100-year Rainfall=7.30"2026-05-22 Propsoed HydroCAD Printed 7/23/2026Prepared by Landform Professional Services Page 64HydroCAD® 10.20-6a s/n 01713 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment 2S: SE Dealership Runoff = 37.90 cfs @ 12.12 hrs, Volume= 1.914 af, Depth= 6.82" Routed to Pond 13P : SE Pond Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-72.00 hrs, dt= 0.01 hrs MSE 24-hr 3 100-year Rainfall=7.30" Area (sf) CN Description 17,897 80 >75% Grass cover, Good, HSG D 121,025 98 Paved parking, HSG D 7,752 98 Water Surface, HSG D 146,674 96 Weighted Average 17,897 12.20% Pervious Area 128,777 87.80% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.0 Direct Entry, Subcatchment 2S: SE Dealership Runoff Hydrograph Time (hours) 72706866646260585654525048464442403836343230282624222018161412108642 Fl o w ( c f s ) 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 MSE 24-hr 3 100-year Rainfall=7.30" Runoff Area=146,674 sf Runoff Volume=1.914 af Runoff Depth=6.82" Tc=5.0 min CN=96 37.90 cfs MSE 24-hr 3 100-year Rainfall=7.30"2026-05-22 Propsoed HydroCAD Printed 7/23/2026Prepared by Landform Professional Services Page 65HydroCAD® 10.20-6a s/n 01713 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment 3S: NE Dealership Runoff = 52.21 cfs @ 12.12 hrs, Volume= 2.637 af, Depth= 6.82" Routed to Pond 12P : NE Pond Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-72.00 hrs, dt= 0.01 hrs MSE 24-hr 3 100-year Rainfall=7.30" Area (sf) CN Description 23,305 80 >75% Grass cover, Good, HSG D 169,820 98 Paved parking, HSG D 8,938 98 Water Surface, HSG D 202,063 96 Weighted Average 23,305 11.53% Pervious Area 178,758 88.47% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.0 Direct Entry, Subcatchment 3S: NE Dealership Runoff Hydrograph Time (hours) 72706866646260585654525048464442403836343230282624222018161412108642 Fl o w ( c f s ) 55 50 45 40 35 30 25 20 15 10 5 0 MSE 24-hr 3 100-year Rainfall=7.30" Runoff Area=202,063 sf Runoff Volume=2.637 af Runoff Depth=6.82" Tc=5.0 min CN=96 52.21 cfs MSE 24-hr 3 100-year Rainfall=7.30"2026-05-22 Propsoed HydroCAD Printed 7/23/2026Prepared by Landform Professional Services Page 66HydroCAD® 10.20-6a s/n 01713 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment 4S: North Dealership Runoff = 27.06 cfs @ 12.12 hrs, Volume= 1.350 af, Depth= 6.70" Routed to Pond 11P : NW Pond Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-72.00 hrs, dt= 0.01 hrs MSE 24-hr 3 100-year Rainfall=7.30" Area (sf) CN Description 15,493 80 >75% Grass cover, Good, HSG D 81,394 98 Paved parking, HSG D 8,367 98 Water Surface, HSG D 105,254 95 Weighted Average 15,493 14.72% Pervious Area 89,761 85.28% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.0 Direct Entry, Subcatchment 4S: North Dealership Runoff Hydrograph Time (hours) 72706866646260585654525048464442403836343230282624222018161412108642 Fl o w ( c f s ) 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 MSE 24-hr 3 100-year Rainfall=7.30" Runoff Area=105,254 sf Runoff Volume=1.350 af Runoff Depth=6.70" Tc=5.0 min CN=95 27.06 cfs MSE 24-hr 3 100-year Rainfall=7.30"2026-05-22 Propsoed HydroCAD Printed 7/23/2026Prepared by Landform Professional Services Page 67HydroCAD® 10.20-6a s/n 01713 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment 8S: NE D-D Runoff = 7.16 cfs @ 12.09 hrs, Volume= 0.308 af, Depth= 5.89" Routed to Reach 5R : North Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-72.00 hrs, dt= 0.01 hrs MSE 24-hr 3 100-year Rainfall=7.30" Area (sf) CN Description 15,363 80 >75% Grass cover, Good, HSG D 12,015 98 Paved parking, HSG D 27,378 88 Weighted Average 15,363 56.11% Pervious Area 12,015 43.89% Impervious Area Subcatchment 8S: NE D-D Runoff Hydrograph Time (hours) 72706866646260585654525048464442403836343230282624222018161412108642 Fl o w ( c f s ) 8 7 6 5 4 3 2 1 0 MSE 24-hr 3 100-year Rainfall=7.30" Runoff Area=27,378 sf Runoff Volume=0.308 af Runoff Depth=5.89" Tc=0.0 min CN=88 7.16 cfs MSE 24-hr 3 100-year Rainfall=7.30"2026-05-22 Propsoed HydroCAD Printed 7/23/2026Prepared by Landform Professional Services Page 68HydroCAD® 10.20-6a s/n 01713 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment 9S: South Undev. Runoff = 60.11 cfs @ 12.38 hrs, Volume= 5.581 af, Depth= 6.00" Routed to Reach 7R : SW Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-72.00 hrs, dt= 0.01 hrs MSE 24-hr 3 100-year Rainfall=7.30" Area (sf) CN Description 1,263 98 Paved parking, HSG D 484,838 89 Row crops, straight row, Good, HSG D 486,101 89 Weighted Average 484,838 99.74% Pervious Area 1,263 0.26% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 2.1 205 0.0341 1.66 Shallow Concentrated Flow, Steep Cultivated Straight Rows Kv= 9.0 fps 25.5 754 0.0030 0.49 Shallow Concentrated Flow, Cultivated Straight Rows Kv= 9.0 fps 27.6 959 Total Subcatchment 9S: South Undev. Runoff Hydrograph Time (hours) 72706866646260585654525048464442403836343230282624222018161412108642 Fl o w ( c f s ) 65 60 55 50 45 40 35 30 25 20 15 10 5 0 MSE 24-hr 3 100-year Rainfall=7.30" Runoff Area=486,101 sf Runoff Volume=5.581 af Runoff Depth=6.00" Flow Length=959' Tc=27.6 min CN=89 60.11 cfs MSE 24-hr 3 100-year Rainfall=7.30"2026-05-22 Propsoed HydroCAD Printed 7/23/2026Prepared by Landform Professional Services Page 69HydroCAD® 10.20-6a s/n 01713 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment 10S: North Undev. Runoff = 16.46 cfs @ 12.12 hrs, Volume= 0.730 af, Depth= 4.97" Routed to Reach 5R : North Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-72.00 hrs, dt= 0.01 hrs MSE 24-hr 3 100-year Rainfall=7.30" Area (sf) CN Description 76,721 80 >75% Grass cover, Good, HSG D 76,721 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.0 Direct Entry, Subcatchment 10S: North Undev. Runoff Hydrograph Time (hours) 72706866646260585654525048464442403836343230282624222018161412108642 Fl o w ( c f s ) 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 0 MSE 24-hr 3 100-year Rainfall=7.30" Runoff Area=76,721 sf Runoff Volume=0.730 af Runoff Depth=4.97" Tc=5.0 min CN=80 16.46 cfs MSE 24-hr 3 100-year Rainfall=7.30"2026-05-22 Propsoed HydroCAD Printed 7/23/2026Prepared by Landform Professional Services Page 70HydroCAD® 10.20-6a s/n 01713 © 2024 HydroCAD Software Solutions LLC Summary for Subcatchment 15S: South D-D Runoff = 1.06 cfs @ 12.12 hrs, Volume= 0.050 af, Depth= 6.00" Routed to Reach 6R : SE Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-72.00 hrs, dt= 0.01 hrs MSE 24-hr 3 100-year Rainfall=7.30" Area (sf) CN Description 4,335 89 <50% Grass cover, Poor, HSG D 4,335 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.0 Direct Entry, Subcatchment 15S: South D-D Runoff Hydrograph Time (hours) 72706866646260585654525048464442403836343230282624222018161412108642 Fl o w ( c f s ) 1 0 MSE 24-hr 3 100-year Rainfall=7.30" Runoff Area=4,335 sf Runoff Volume=0.050 af Runoff Depth=6.00" Tc=5.0 min CN=89 1.06 cfs MSE 24-hr 3 100-year Rainfall=7.30"2026-05-22 Propsoed HydroCAD Printed 7/23/2026Prepared by Landform Professional Services Page 71HydroCAD® 10.20-6a s/n 01713 © 2024 HydroCAD Software Solutions LLC Summary for Reach 5R: North Inflow Area = 9.445 ac, 68.19% Impervious, Inflow Depth = 6.38" for 100-year event Inflow = 51.48 cfs @ 12.09 hrs, Volume= 5.023 af Outflow = 51.48 cfs @ 12.09 hrs, Volume= 5.023 af, Atten= 0%, Lag= 0.0 min Routed to nonexistent node 15R Routing by Stor-Ind+Trans method, Time Span= 1.00-72.00 hrs, dt= 0.01 hrs Reach 5R: North Inflow Outflow Hydrograph Time (hours) 72706866646260585654525048464442403836343230282624222018161412108642 Fl o w ( c f s ) 55 50 45 40 35 30 25 20 15 10 5 0 Inflow Area=9.445 ac 51.48 cfs 51.48 cfs MSE 24-hr 3 100-year Rainfall=7.30"2026-05-22 Propsoed HydroCAD Printed 7/23/2026Prepared by Landform Professional Services Page 72HydroCAD® 10.20-6a s/n 01713 © 2024 HydroCAD Software Solutions LLC Summary for Reach 6R: SE Inflow Area = 3.467 ac, 85.28% Impervious, Inflow Depth = 6.80" for 100-year event Inflow = 14.20 cfs @ 12.17 hrs, Volume= 1.964 af Outflow = 14.20 cfs @ 12.17 hrs, Volume= 1.964 af, Atten= 0%, Lag= 0.0 min Routed to nonexistent node 15R Routing by Stor-Ind+Trans method, Time Span= 1.00-72.00 hrs, dt= 0.01 hrs Reach 6R: SE Inflow Outflow Hydrograph Time (hours) 72706866646260585654525048464442403836343230282624222018161412108642 Fl o w ( c f s ) 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 0 Inflow Area=3.467 ac 14.20 cfs 14.20 cfs MSE 24-hr 3 100-year Rainfall=7.30"2026-05-22 Propsoed HydroCAD Printed 7/23/2026Prepared by Landform Professional Services Page 73HydroCAD® 10.20-6a s/n 01713 © 2024 HydroCAD Software Solutions LLC Summary for Reach 7R: SW Inflow Area = 16.436 ac, 30.34% Impervious, Inflow Depth = 6.30" for 100-year event Inflow = 76.50 cfs @ 12.37 hrs, Volume= 8.633 af Outflow = 76.50 cfs @ 12.37 hrs, Volume= 8.633 af, Atten= 0%, Lag= 0.0 min Routed to nonexistent node 15R Routing by Stor-Ind+Trans method, Time Span= 1.00-72.00 hrs, dt= 0.01 hrs Reach 7R: SW Inflow Outflow Hydrograph Time (hours) 72706866646260585654525048464442403836343230282624222018161412108642 Fl o w ( c f s ) 85 80 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 Inflow Area=16.436 ac 76.50 cfs 76.50 cfs MSE 24-hr 3 100-year Rainfall=7.30"2026-05-22 Propsoed HydroCAD Printed 7/23/2026Prepared by Landform Professional Services Page 74HydroCAD® 10.20-6a s/n 01713 © 2024 HydroCAD Software Solutions LLC Summary for Pond 11P: NW Pond Inflow Area = 2.416 ac, 85.28% Impervious, Inflow Depth = 6.70" for 100-year event Inflow = 27.06 cfs @ 12.12 hrs, Volume= 1.350 af Outflow = 10.48 cfs @ 12.22 hrs, Volume= 1.350 af, Atten= 61%, Lag= 6.2 min Primary = 10.48 cfs @ 12.22 hrs, Volume= 1.350 af Routed to Reach 5R : North Routing by Stor-Ind method, Time Span= 1.00-72.00 hrs, dt= 0.01 hrs Starting Elev= 963.00' Surf.Area= 6,990 sf Storage= 11,368 cf Peak Elev= 965.27' @ 12.22 hrs Surf.Area= 11,466 sf Storage= 32,289 cf (20,922 cf above start) Plug-Flow detention time= 192.0 min calculated for 1.089 af (81% of inflow) Center-of-Mass det. time= 91.7 min ( 844.6 - 753.0 ) Volume Invert Avail.Storage Storage Description #1 959.00' 41,356 cf Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (sq-ft) (cubic-feet) (cubic-feet) 959.00 747 0 0 962.00 3,376 6,185 6,185 963.00 6,990 5,183 11,368 966.00 12,913 29,855 41,222 966.01 13,894 134 41,356 Device Routing Invert Outlet Devices #1 Primary 963.00'18.0" Round Culvert L= 30.0' RCP, sq.cut end projecting, Ke= 0.500 Inlet / Outlet Invert= 963.00' / 962.50' S= 0.0167 '/' Cc= 0.900 n= 0.013 Concrete pipe, straight & clean, Flow Area= 1.77 sf #2 Device 1 963.00'Custom Weir/Orifice, Cv= 2.62 (C= 3.28) Head (feet) 0.00 1.00 1.00 3.00 Width (feet) 0.00 0.00 5.00 5.00 #3 Device 1 963.00'6.0" Vert. Orifice/Grate C= 0.600 Limited to weir flow at low heads Primary OutFlow Max=10.48 cfs @ 12.22 hrs HW=965.27' (Free Discharge) 1=Culvert (Inlet Controls 10.48 cfs @ 5.93 fps) 2=Custom Weir/Orifice (Passes < 23.35 cfs potential flow) 3=Orifice/Grate (Passes < 1.34 cfs potential flow) MSE 24-hr 3 100-year Rainfall=7.30"2026-05-22 Propsoed HydroCAD Printed 7/23/2026Prepared by Landform Professional Services Page 75HydroCAD® 10.20-6a s/n 01713 © 2024 HydroCAD Software Solutions LLC Pond 11P: NW Pond Inflow Primary Hydrograph Time (hours) 72706866646260585654525048464442403836343230282624222018161412108642 Fl o w ( c f s ) 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Inflow Area=2.416 ac Peak Elev=965.27' Storage=32,289 cf 27.06 cfs 10.48 cfs MSE 24-hr 3 100-year Rainfall=7.30"2026-05-22 Propsoed HydroCAD Printed 7/23/2026Prepared by Landform Professional Services Page 76HydroCAD® 10.20-6a s/n 01713 © 2024 HydroCAD Software Solutions LLC Stage-Discharge for Pond 11P: NW Pond Elevation (feet) Primary (cfs) 959.00 0.00 959.05 0.00 959.10 0.00 959.15 0.00 959.20 0.00 959.25 0.00 959.30 0.00 959.35 0.00 959.40 0.00 959.45 0.00 959.50 0.00 959.55 0.00 959.60 0.00 959.65 0.00 959.70 0.00 959.75 0.00 959.80 0.00 959.85 0.00 959.90 0.00 959.95 0.00 960.00 0.00 960.05 0.00 960.10 0.00 960.15 0.00 960.20 0.00 960.25 0.00 960.30 0.00 960.35 0.00 960.40 0.00 960.45 0.00 960.50 0.00 960.55 0.00 960.60 0.00 960.65 0.00 960.70 0.00 960.75 0.00 960.80 0.00 960.85 0.00 960.90 0.00 960.95 0.00 961.00 0.00 961.05 0.00 961.10 0.00 961.15 0.00 961.20 0.00 961.25 0.00 961.30 0.00 961.35 0.00 961.40 0.00 961.45 0.00 961.50 0.00 961.55 0.00 Elevation (feet) Primary (cfs) 961.60 0.00 961.65 0.00 961.70 0.00 961.75 0.00 961.80 0.00 961.85 0.00 961.90 0.00 961.95 0.00 962.00 0.00 962.05 0.00 962.10 0.00 962.15 0.00 962.20 0.00 962.25 0.00 962.30 0.00 962.35 0.00 962.40 0.00 962.45 0.00 962.50 0.00 962.55 0.00 962.60 0.00 962.65 0.00 962.70 0.00 962.75 0.00 962.80 0.00 962.85 0.00 962.90 0.00 962.95 0.00 963.00 0.00 963.05 0.01 963.10 0.03 963.15 0.07 963.20 0.11 963.25 0.17 963.30 0.23 963.35 0.30 963.40 0.36 963.45 0.43 963.50 0.47 963.55 0.52 963.60 0.56 963.65 0.60 963.70 0.63 963.75 0.67 963.80 0.70 963.85 0.73 963.90 0.76 963.95 0.79 964.00 0.82 964.05 1.03 964.10 1.39 964.15 1.85 Elevation (feet) Primary (cfs) 964.20 2.39 964.25 2.99 964.30 3.66 964.35 4.38 964.40 5.16 964.45 5.98 964.50 6.85 964.55 7.61 964.60 7.84 964.65 8.07 964.70 8.29 964.75 8.51 964.80 8.72 964.85 8.92 964.90 9.12 964.95 9.32 965.00 9.51 965.05 9.70 965.10 9.89 965.15 10.07 965.20 10.25 965.25 10.42 965.30 10.59 965.35 10.76 965.40 10.93 965.45 11.09 965.50 11.26 965.55 11.42 965.60 11.57 965.65 11.73 965.70 11.88 965.75 12.03 965.80 12.18 965.85 12.33 965.90 12.48 965.95 12.62 966.00 12.76 MSE 24-hr 3 100-year Rainfall=7.30"2026-05-22 Propsoed HydroCAD Printed 7/23/2026Prepared by Landform Professional Services Page 77HydroCAD® 10.20-6a s/n 01713 © 2024 HydroCAD Software Solutions LLC Stage-Area-Storage for Pond 11P: NW Pond Elevation (feet) Surface (sq-ft) Storage (cubic-feet) 959.00 747 0 959.10 835 79 959.20 922 167 959.30 1,010 264 959.40 1,098 369 959.50 1,185 483 959.60 1,273 606 959.70 1,360 738 959.80 1,448 878 959.90 1,536 1,027 960.00 1,623 1,185 960.10 1,711 1,352 960.20 1,799 1,527 960.30 1,886 1,712 960.40 1,974 1,905 960.50 2,062 2,106 960.60 2,149 2,317 960.70 2,237 2,536 960.80 2,324 2,764 960.90 2,412 3,001 961.00 2,500 3,247 961.10 2,587 3,501 961.20 2,675 3,764 961.30 2,763 4,036 961.40 2,850 4,317 961.50 2,938 4,606 961.60 3,025 4,904 961.70 3,113 5,211 961.80 3,201 5,527 961.90 3,288 5,851 962.00 3,376 6,185 962.10 3,737 6,540 962.20 4,099 6,932 962.30 4,460 7,360 962.40 4,822 7,824 962.50 5,183 8,324 962.60 5,544 8,861 962.70 5,906 9,433 962.80 6,267 10,042 962.90 6,629 10,687 963.00 6,990 11,368 963.10 7,187 12,076 963.20 7,385 12,805 963.30 7,582 13,553 963.40 7,780 14,321 963.50 7,977 15,109 963.60 8,175 15,917 963.70 8,372 16,744 963.80 8,569 17,591 963.90 8,767 18,458 964.00 8,964 19,345 964.10 9,162 20,251 Elevation (feet) Surface (sq-ft) Storage (cubic-feet) 964.20 9,359 21,177 964.30 9,557 22,123 964.40 9,754 23,088 964.50 9,952 24,074 964.60 10,149 25,079 964.70 10,346 26,103 964.80 10,544 27,148 964.90 10,741 28,212 965.00 10,939 29,296 965.10 11,136 30,400 965.20 11,334 31,523 965.30 11,531 32,667 965.40 11,728 33,830 965.50 11,926 35,012 965.60 12,123 36,215 965.70 12,321 37,437 965.80 12,518 38,679 965.90 12,716 39,941 966.00 12,913 41,222 MSE 24-hr 3 100-year Rainfall=7.30"2026-05-22 Propsoed HydroCAD Printed 7/23/2026Prepared by Landform Professional Services Page 78HydroCAD® 10.20-6a s/n 01713 © 2024 HydroCAD Software Solutions LLC Summary for Pond 12P: NE Pond Inflow Area = 4.639 ac, 88.47% Impervious, Inflow Depth = 6.82" for 100-year event Inflow = 52.21 cfs @ 12.12 hrs, Volume= 2.637 af Outflow = 23.57 cfs @ 12.20 hrs, Volume= 2.635 af, Atten= 55%, Lag= 5.0 min Primary = 23.57 cfs @ 12.20 hrs, Volume= 2.635 af Routed to Reach 5R : North Routing by Stor-Ind method, Time Span= 1.00-72.00 hrs, dt= 0.01 hrs Starting Elev= 961.50' Surf.Area= 9,200 sf Storage= 12,263 cf Peak Elev= 964.61' @ 12.20 hrs Surf.Area= 17,718 sf Storage= 53,502 cf (41,239 cf above start) Plug-Flow detention time= 187.9 min calculated for 2.353 af (89% of inflow) Center-of-Mass det. time= 114.5 min ( 863.7 - 749.1 ) Volume Invert Avail.Storage Storage Description #1 958.00' 81,245 cf Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (sq-ft) (cubic-feet) (cubic-feet) 958.00 756 0 0 960.50 3,839 5,744 5,744 961.50 9,200 6,520 12,263 963.00 12,912 16,584 28,847 966.00 21,869 52,172 81,019 966.01 23,430 226 81,245 Device Routing Invert Outlet Devices #1 Primary 961.50'24.0" Round Culvert L= 123.0' RCP, square edge headwall, Ke= 0.500 Inlet / Outlet Invert= 961.50' / 960.00' S= 0.0122 '/' Cc= 0.900 n= 0.013 Concrete pipe, straight & clean, Flow Area= 3.14 sf #2 Device 1 961.50'Custom Weir/Orifice, Cv= 2.62 (C= 3.28) Head (feet) 0.00 1.50 1.50 4.00 Width (feet) 0.00 0.00 5.00 5.00 #3 Primary 961.50'6.0" Vert. Orifice/Grate C= 0.600 Limited to weir flow at low heads Primary OutFlow Max=23.57 cfs @ 12.20 hrs HW=964.61' (Free Discharge) 1=Culvert (Inlet Controls 21.97 cfs @ 6.99 fps) 2=Custom Weir/Orifice (Passes 21.97 cfs of 33.43 cfs potential flow) 3=Orifice/Grate (Orifice Controls 1.60 cfs @ 8.14 fps) MSE 24-hr 3 100-year Rainfall=7.30"2026-05-22 Propsoed HydroCAD Printed 7/23/2026Prepared by Landform Professional Services Page 79HydroCAD® 10.20-6a s/n 01713 © 2024 HydroCAD Software Solutions LLC Pond 12P: NE Pond Inflow Primary Hydrograph Time (hours) 72706866646260585654525048464442403836343230282624222018161412108642 Fl o w ( c f s ) 55 50 45 40 35 30 25 20 15 10 5 0 Inflow Area=4.639 ac Peak Elev=964.61' Storage=53,502 cf 52.21 cfs 23.57 cfs MSE 24-hr 3 100-year Rainfall=7.30"2026-05-22 Propsoed HydroCAD Printed 7/23/2026Prepared by Landform Professional Services Page 80HydroCAD® 10.20-6a s/n 01713 © 2024 HydroCAD Software Solutions LLC Stage-Discharge for Pond 12P: NE Pond Elevation (feet) Primary (cfs) 958.00 0.00 958.05 0.00 958.10 0.00 958.15 0.00 958.20 0.00 958.25 0.00 958.30 0.00 958.35 0.00 958.40 0.00 958.45 0.00 958.50 0.00 958.55 0.00 958.60 0.00 958.65 0.00 958.70 0.00 958.75 0.00 958.80 0.00 958.85 0.00 958.90 0.00 958.95 0.00 959.00 0.00 959.05 0.00 959.10 0.00 959.15 0.00 959.20 0.00 959.25 0.00 959.30 0.00 959.35 0.00 959.40 0.00 959.45 0.00 959.50 0.00 959.55 0.00 959.60 0.00 959.65 0.00 959.70 0.00 959.75 0.00 959.80 0.00 959.85 0.00 959.90 0.00 959.95 0.00 960.00 0.00 960.05 0.00 960.10 0.00 960.15 0.00 960.20 0.00 960.25 0.00 960.30 0.00 960.35 0.00 960.40 0.00 960.45 0.00 960.50 0.00 960.55 0.00 Elevation (feet) Primary (cfs) 960.60 0.00 960.65 0.00 960.70 0.00 960.75 0.00 960.80 0.00 960.85 0.00 960.90 0.00 960.95 0.00 961.00 0.00 961.05 0.00 961.10 0.00 961.15 0.00 961.20 0.00 961.25 0.00 961.30 0.00 961.35 0.00 961.40 0.00 961.45 0.00 961.50 0.00 961.55 0.01 961.60 0.03 961.65 0.07 961.70 0.11 961.75 0.17 961.80 0.23 961.85 0.30 961.90 0.36 961.95 0.43 962.00 0.47 962.05 0.52 962.10 0.56 962.15 0.60 962.20 0.63 962.25 0.67 962.30 0.70 962.35 0.73 962.40 0.76 962.45 0.79 962.50 0.82 962.55 0.85 962.60 0.87 962.65 0.90 962.70 0.92 962.75 0.95 962.80 0.97 962.85 0.99 962.90 1.01 962.95 1.04 963.00 1.06 963.05 1.26 963.10 1.62 963.15 2.07 Elevation (feet) Primary (cfs) 963.20 2.60 963.25 3.20 963.30 3.87 963.35 4.59 963.40 5.36 963.45 6.18 963.50 7.04 963.55 7.95 963.60 8.90 963.65 9.88 963.70 10.91 963.75 11.97 963.80 13.07 963.85 14.20 963.90 15.37 963.95 16.56 964.00 17.79 964.05 19.05 964.10 20.34 964.15 20.90 964.20 21.20 964.25 21.51 964.30 21.80 964.35 22.10 964.40 22.39 964.45 22.68 964.50 22.96 964.55 23.24 964.60 23.52 964.65 23.79 964.70 24.06 964.75 24.33 964.80 24.59 964.85 24.85 964.90 25.11 964.95 25.37 965.00 25.62 965.05 25.87 965.10 26.12 965.15 26.37 965.20 26.61 965.25 26.85 965.30 27.09 965.35 27.33 965.40 27.57 965.45 27.80 965.50 28.03 965.55 28.26 965.60 28.49 965.65 28.71 965.70 28.94 965.75 29.16 Elevation (feet) Primary (cfs) 965.80 29.38 965.85 29.60 965.90 29.82 965.95 30.03 966.00 30.25 MSE 24-hr 3 100-year Rainfall=7.30"2026-05-22 Propsoed HydroCAD Printed 7/23/2026Prepared by Landform Professional Services Page 81HydroCAD® 10.20-6a s/n 01713 © 2024 HydroCAD Software Solutions LLC Stage-Area-Storage for Pond 12P: NE Pond Elevation (feet) Surface (sq-ft) Storage (cubic-feet) 958.00 756 0 958.10 879 82 958.20 1,003 176 958.30 1,126 282 958.40 1,249 401 958.50 1,373 532 958.60 1,496 676 958.70 1,619 831 958.80 1,743 999 958.90 1,866 1,180 959.00 1,989 1,373 959.10 2,113 1,578 959.20 2,236 1,795 959.30 2,359 2,025 959.40 2,482 2,267 959.50 2,606 2,521 959.60 2,729 2,788 959.70 2,852 3,067 959.80 2,976 3,359 959.90 3,099 3,662 960.00 3,222 3,978 960.10 3,346 4,307 960.20 3,469 4,648 960.30 3,592 5,001 960.40 3,716 5,366 960.50 3,839 5,744 960.60 4,375 6,154 960.70 4,911 6,619 960.80 5,447 7,137 960.90 5,983 7,708 961.00 6,520 8,333 961.10 7,056 9,012 961.20 7,592 9,744 961.30 8,128 10,530 961.40 8,664 11,370 961.50 9,200 12,263 961.60 9,447 13,196 961.70 9,695 14,153 961.80 9,942 15,135 961.90 10,190 16,141 962.00 10,437 17,173 962.10 10,685 18,229 962.20 10,932 19,310 962.30 11,180 20,415 962.40 11,427 21,545 962.50 11,675 22,701 962.60 11,922 23,880 962.70 12,170 25,085 962.80 12,417 26,314 962.90 12,665 27,568 963.00 12,912 28,847 963.10 13,211 30,153 Elevation (feet) Surface (sq-ft) Storage (cubic-feet) 963.20 13,509 31,489 963.30 13,808 32,855 963.40 14,106 34,251 963.50 14,405 35,676 963.60 14,703 37,132 963.70 15,002 38,617 963.80 15,301 40,132 963.90 15,599 41,677 964.00 15,898 43,252 964.10 16,196 44,857 964.20 16,495 46,491 964.30 16,793 48,156 964.40 17,092 49,850 964.50 17,391 51,574 964.60 17,689 53,328 964.70 17,988 55,112 964.80 18,286 56,926 964.90 18,585 58,769 965.00 18,883 60,643 965.10 19,182 62,546 965.20 19,480 64,479 965.30 19,779 66,442 965.40 20,078 68,435 965.50 20,376 70,457 965.60 20,675 72,510 965.70 20,973 74,592 965.80 21,272 76,705 965.90 21,570 78,847 966.00 21,869 81,019 MSE 24-hr 3 100-year Rainfall=7.30"2026-05-22 Propsoed HydroCAD Printed 7/23/2026Prepared by Landform Professional Services Page 82HydroCAD® 10.20-6a s/n 01713 © 2024 HydroCAD Software Solutions LLC Summary for Pond 13P: SE Pond Inflow Area = 3.367 ac, 87.80% Impervious, Inflow Depth = 6.82" for 100-year event Inflow = 37.90 cfs @ 12.12 hrs, Volume= 1.914 af Outflow = 13.71 cfs @ 12.23 hrs, Volume= 1.914 af, Atten= 64%, Lag= 6.8 min Primary = 13.71 cfs @ 12.23 hrs, Volume= 1.914 af Routed to Reach 6R : SE Routing by Stor-Ind method, Time Span= 1.00-72.00 hrs, dt= 0.01 hrs Starting Elev= 960.50' Surf.Area= 7,752 sf Storage= 10,839 cf Peak Elev= 963.84' @ 12.23 hrs Surf.Area= 12,180 sf Storage= 43,933 cf (33,094 cf above start) Plug-Flow detention time= 201.7 min calculated for 1.665 af (87% of inflow) Center-of-Mass det. time= 117.4 min ( 866.5 - 749.1 ) Volume Invert Avail.Storage Storage Description #1 956.50' 45,838 cf Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (sq-ft) (cubic-feet) (cubic-feet) 956.50 439 0 0 959.50 3,152 5,387 5,387 960.50 7,752 5,452 10,839 963.00 10,880 23,290 34,129 963.50 11,804 5,671 39,800 964.00 12,349 6,038 45,838 Device Routing Invert Outlet Devices #1 Primary 960.50'18.0" Round Culvert L= 19.0' RCP, square edge headwall, Ke= 0.500 Inlet / Outlet Invert= 960.50' / 960.31' S= 0.0100 '/' Cc= 0.900 n= 0.013 Concrete pipe, straight & clean, Flow Area= 1.77 sf #2 Device 1 960.50'Weir, Cv= 2.62 (C= 3.28) Head (feet) 0.00 1.80 1.80 4.50 Width (feet) 0.00 0.00 5.00 5.00 #3 Device 1 960.50'6.0" Vert. Orifice/Grate C= 0.600 Limited to weir flow at low heads Primary OutFlow Max=13.71 cfs @ 12.23 hrs HW=963.84' (Free Discharge) 1=Culvert (Inlet Controls 13.71 cfs @ 7.76 fps) 2=Weir (Passes < 31.43 cfs potential flow) 3=Orifice/Grate (Passes < 1.66 cfs potential flow) MSE 24-hr 3 100-year Rainfall=7.30"2026-05-22 Propsoed HydroCAD Printed 7/23/2026Prepared by Landform Professional Services Page 83HydroCAD® 10.20-6a s/n 01713 © 2024 HydroCAD Software Solutions LLC Pond 13P: SE Pond Inflow Primary Hydrograph Time (hours) 72706866646260585654525048464442403836343230282624222018161412108642 Fl o w ( c f s ) 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Inflow Area=3.367 ac Peak Elev=963.84' Storage=43,933 cf 37.90 cfs 13.71 cfs MSE 24-hr 3 100-year Rainfall=7.30"2026-05-22 Propsoed HydroCAD Printed 7/23/2026Prepared by Landform Professional Services Page 84HydroCAD® 10.20-6a s/n 01713 © 2024 HydroCAD Software Solutions LLC Stage-Discharge for Pond 13P: SE Pond Elevation (feet) Primary (cfs) 956.50 0.00 956.55 0.00 956.60 0.00 956.65 0.00 956.70 0.00 956.75 0.00 956.80 0.00 956.85 0.00 956.90 0.00 956.95 0.00 957.00 0.00 957.05 0.00 957.10 0.00 957.15 0.00 957.20 0.00 957.25 0.00 957.30 0.00 957.35 0.00 957.40 0.00 957.45 0.00 957.50 0.00 957.55 0.00 957.60 0.00 957.65 0.00 957.70 0.00 957.75 0.00 957.80 0.00 957.85 0.00 957.90 0.00 957.95 0.00 958.00 0.00 958.05 0.00 958.10 0.00 958.15 0.00 958.20 0.00 958.25 0.00 958.30 0.00 958.35 0.00 958.40 0.00 958.45 0.00 958.50 0.00 958.55 0.00 958.60 0.00 958.65 0.00 958.70 0.00 958.75 0.00 958.80 0.00 958.85 0.00 958.90 0.00 958.95 0.00 959.00 0.00 959.05 0.00 Elevation (feet) Primary (cfs) 959.10 0.00 959.15 0.00 959.20 0.00 959.25 0.00 959.30 0.00 959.35 0.00 959.40 0.00 959.45 0.00 959.50 0.00 959.55 0.00 959.60 0.00 959.65 0.00 959.70 0.00 959.75 0.00 959.80 0.00 959.85 0.00 959.90 0.00 959.95 0.00 960.00 0.00 960.05 0.00 960.10 0.00 960.15 0.00 960.20 0.00 960.25 0.00 960.30 0.00 960.35 0.00 960.40 0.00 960.45 0.00 960.50 0.00 960.55 0.01 960.60 0.03 960.65 0.07 960.70 0.11 960.75 0.17 960.80 0.23 960.85 0.30 960.90 0.36 960.95 0.43 961.00 0.47 961.05 0.52 961.10 0.56 961.15 0.60 961.20 0.63 961.25 0.67 961.30 0.70 961.35 0.73 961.40 0.76 961.45 0.79 961.50 0.82 961.55 0.85 961.60 0.87 961.65 0.90 Elevation (feet) Primary (cfs) 961.70 0.92 961.75 0.95 961.80 0.97 961.85 0.99 961.90 1.01 961.95 1.04 962.00 1.06 962.05 1.08 962.10 1.10 962.15 1.12 962.20 1.14 962.25 1.16 962.30 1.18 962.35 1.38 962.40 1.73 962.45 2.18 962.50 2.72 962.55 3.32 962.60 3.98 962.65 4.69 962.70 5.46 962.75 6.28 962.80 7.14 962.85 8.05 962.90 9.00 962.95 9.98 963.00 11.01 963.05 11.42 963.10 11.57 963.15 11.73 963.20 11.88 963.25 12.03 963.30 12.18 963.35 12.33 963.40 12.48 963.45 12.62 963.50 12.76 963.55 12.90 963.60 13.04 963.65 13.18 963.70 13.32 963.75 13.45 963.80 13.59 963.85 13.72 963.90 13.85 963.95 13.98 964.00 14.11 964.05 14.24 964.10 14.36 964.15 14.49 964.20 14.61 964.25 14.74 Elevation (feet) Primary (cfs) 964.30 14.86 964.35 14.98 964.40 15.10 964.45 15.22 964.50 15.34 964.55 15.46 964.60 15.57 964.65 15.69 964.70 15.80 964.75 15.92 964.80 16.03 964.85 16.14 964.90 16.26 964.95 16.37 965.00 16.48 MSE 24-hr 3 100-year Rainfall=7.30"2026-05-22 Propsoed HydroCAD Printed 7/23/2026Prepared by Landform Professional Services Page 85HydroCAD® 10.20-6a s/n 01713 © 2024 HydroCAD Software Solutions LLC Stage-Area-Storage for Pond 13P: SE Pond Elevation (feet) Surface (sq-ft) Storage (cubic-feet) 956.50 439 0 956.60 529 48 956.70 620 106 956.80 710 172 956.90 801 248 957.00 891 333 957.10 982 426 957.20 1,072 529 957.30 1,162 641 957.40 1,253 761 957.50 1,343 891 957.60 1,434 1,030 957.70 1,524 1,178 957.80 1,615 1,335 957.90 1,705 1,501 958.00 1,796 1,676 958.10 1,886 1,860 958.20 1,976 2,053 958.30 2,067 2,255 958.40 2,157 2,466 958.50 2,248 2,687 958.60 2,338 2,916 958.70 2,429 3,154 958.80 2,519 3,402 958.90 2,609 3,658 959.00 2,700 3,924 959.10 2,790 4,198 959.20 2,881 4,482 959.30 2,971 4,774 959.40 3,062 5,076 959.50 3,152 5,387 959.60 3,612 5,725 959.70 4,072 6,109 959.80 4,532 6,539 959.90 4,992 7,015 960.00 5,452 7,538 960.10 5,912 8,106 960.20 6,372 8,720 960.30 6,832 9,380 960.40 7,292 10,086 960.50 7,752 10,839 960.60 7,877 11,620 960.70 8,002 12,414 960.80 8,127 13,220 960.90 8,252 14,039 961.00 8,378 14,871 961.10 8,503 15,715 961.20 8,628 16,571 961.30 8,753 17,440 961.40 8,878 18,322 961.50 9,003 19,216 961.60 9,128 20,123 Elevation (feet) Surface (sq-ft) Storage (cubic-feet) 961.70 9,253 21,042 961.80 9,379 21,973 961.90 9,504 22,917 962.00 9,629 23,874 962.10 9,754 24,843 962.20 9,879 25,825 962.30 10,004 26,819 962.40 10,129 27,826 962.50 10,254 28,845 962.60 10,380 29,877 962.70 10,505 30,921 962.80 10,630 31,978 962.90 10,755 33,047 963.00 10,880 34,129 963.10 11,065 35,226 963.20 11,250 36,341 963.30 11,434 37,476 963.40 11,619 38,628 963.50 11,804 39,800 963.60 11,913 40,985 963.70 12,022 42,182 963.80 12,131 43,390 963.90 12,240 44,608 964.00 12,349 45,838 964.10 12,349 45,838 964.20 12,349 45,838 964.30 12,349 45,838 964.40 12,349 45,838 964.50 12,349 45,838 964.60 12,349 45,838 964.70 12,349 45,838 964.80 12,349 45,838 964.90 12,349 45,838 965.00 12,349 45,838 MSE 24-hr 3 100-year Rainfall=7.30"2026-05-22 Propsoed HydroCAD Printed 7/23/2026Prepared by Landform Professional Services Page 86HydroCAD® 10.20-6a s/n 01713 © 2024 HydroCAD Software Solutions LLC Summary for Pond 14P: SW Underground Inflow Area = 5.277 ac, 93.95% Impervious, Inflow Depth = 6.94" for 100-year event Inflow = 59.64 cfs @ 12.12 hrs, Volume= 3.053 af Outflow = 16.60 cfs @ 12.27 hrs, Volume= 3.053 af, Atten= 72%, Lag= 9.3 min Primary = 16.60 cfs @ 12.27 hrs, Volume= 3.053 af Routed to Reach 7R : SW Routing by Stor-Ind method, Time Span= 1.00-72.00 hrs, dt= 0.01 hrs Peak Elev= 962.56' @ 12.27 hrs Surf.Area= 25,239 sf Storage= 63,108 cf Plug-Flow detention time= 171.9 min calculated for 3.053 af (100% of inflow) Center-of-Mass det. time= 171.8 min ( 916.6 - 744.8 ) Volume Invert Avail.Storage Storage Description #1A 957.50' 0 cf 89.50'W x 282.00'L x 6.00'H Field A 151,434 cf Overall - 65,973 cf Embedded = 85,461 cf x 0.0% Voids #2A 958.00' 65,973 cf CMP Round 60 x 168 Inside #1 Effective Size= 60.0"W x 60.0"H => 19.63 sf x 20.00'L = 392.7 cf Overall Size= 60.0"W x 60.0"H x 20.00'L 168 Chambers in 12 Rows 65,973 cf Total Available Storage Storage Group A created with Chamber Wizard Device Routing Invert Outlet Devices #1 Primary 958.00'18.0" Round Culvert L= 50.0' RCP, square edge headwall, Ke= 0.500 Inlet / Outlet Invert= 958.00' / 957.61' S= 0.0078 '/' Cc= 0.900 n= 0.013 Concrete pipe, straight & clean, Flow Area= 1.77 sf #2 Device 1 958.00'6.0" Vert. MTD C= 0.600 Limited to weir flow at low heads #3 Device 1 958.00'Weir, Cv= 2.62 (C= 3.28) Head (feet) 0.00 3.50 3.50 5.50 Width (feet) 0.00 0.00 5.00 5.00 #4 Device 1 959.85'10.0" Vert. WQE C= 0.600 Limited to weir flow at low heads Primary OutFlow Max=16.60 cfs @ 12.27 hrs HW=962.56' (Free Discharge) 1=Culvert (Inlet Controls 16.60 cfs @ 9.40 fps) 2=MTD (Passes < 1.96 cfs potential flow) 3=Weir (Passes < 17.81 cfs potential flow) 4=WQE (Passes < 3.97 cfs potential flow) MSE 24-hr 3 100-year Rainfall=7.30"2026-05-22 Propsoed HydroCAD Printed 7/23/2026Prepared by Landform Professional Services Page 87HydroCAD® 10.20-6a s/n 01713 © 2024 HydroCAD Software Solutions LLC Pond 14P: SW Underground - Chamber Wizard Field A Chamber Model = CMP Round 60 (Round Corrugated Metal Pipe) Effective Size= 60.0"W x 60.0"H => 19.63 sf x 20.00'L = 392.7 cf Overall Size= 60.0"W x 60.0"H x 20.00'L 60.0" Wide + 30.0" Spacing = 90.0" C-C Row Spacing 14 Chambers/Row x 20.00' Long = 280.00' Row Length +12.0" End Stone x 2 = 282.00' Base Length 12 Rows x 60.0" Wide + 30.0" Spacing x 11 + 12.0" Side Stone x 2 = 89.50' Base Width 6.0" Stone Base + 60.0" Chamber Height + 6.0" Stone Cover = 6.00' Field Height 168 Chambers x 392.7 cf = 65,973.4 cf Chamber Storage 151,434.0 cf Field - 65,973.4 cf Chambers = 85,460.6 cf Stone x 0.0% Voids = 0.0 cf Stone Storage Chamber Storage = 65,973.4 cf = 1.515 af Overall Storage Efficiency = 43.6% Overall System Size = 282.00' x 89.50' x 6.00' 168 Chambers 5,608.7 cy Field 3,165.2 cy Stone MSE 24-hr 3 100-year Rainfall=7.30"2026-05-22 Propsoed HydroCAD Printed 7/23/2026Prepared by Landform Professional Services Page 88HydroCAD® 10.20-6a s/n 01713 © 2024 HydroCAD Software Solutions LLC Pond 14P: SW Underground Inflow Primary Hydrograph Time (hours) 72706866646260585654525048464442403836343230282624222018161412108642 Fl o w ( c f s ) 65 60 55 50 45 40 35 30 25 20 15 10 5 0 Inflow Area=5.277 ac Peak Elev=962.56' Storage=63,108 cf 59.64 cfs 16.60 cfs MSE 24-hr 3 100-year Rainfall=7.30"2026-05-22 Propsoed HydroCAD Printed 7/23/2026Prepared by Landform Professional Services Page 89HydroCAD® 10.20-6a s/n 01713 © 2024 HydroCAD Software Solutions LLC Stage-Discharge for Pond 14P: SW Underground Elevation (feet) Primary (cfs) 957.50 0.00 957.55 0.00 957.60 0.00 957.65 0.00 957.70 0.00 957.75 0.00 957.80 0.00 957.85 0.00 957.90 0.00 957.95 0.00 958.00 0.00 958.05 0.01 958.10 0.03 958.15 0.07 958.20 0.11 958.25 0.17 958.30 0.23 958.35 0.30 958.40 0.36 958.45 0.43 958.50 0.47 958.55 0.52 958.60 0.56 958.65 0.60 958.70 0.63 958.75 0.67 958.80 0.70 958.85 0.73 958.90 0.76 958.95 0.79 959.00 0.82 959.05 0.85 959.10 0.87 959.15 0.90 959.20 0.92 959.25 0.95 959.30 0.97 959.35 0.99 959.40 1.01 959.45 1.04 959.50 1.06 959.55 1.08 959.60 1.10 959.65 1.12 959.70 1.14 959.75 1.16 959.80 1.18 959.85 1.20 959.90 1.22 959.95 1.27 960.00 1.34 960.05 1.42 Elevation (feet) Primary (cfs) 960.10 1.52 960.15 1.63 960.20 1.76 960.25 1.89 960.30 2.04 960.35 2.19 960.40 2.35 960.45 2.51 960.50 2.67 960.55 2.83 960.60 2.97 960.65 3.10 960.70 3.21 960.75 3.32 960.80 3.43 960.85 3.53 960.90 3.63 960.95 3.72 961.00 3.82 961.05 3.91 961.10 3.99 961.15 4.08 961.20 4.16 961.25 4.24 961.30 4.32 961.35 4.40 961.40 4.47 961.45 4.55 961.50 4.62 961.55 4.88 961.60 5.28 961.65 5.78 961.70 6.36 961.75 7.01 961.80 7.72 961.85 8.49 961.90 9.31 961.95 10.17 962.00 11.08 962.05 12.03 962.10 13.02 962.15 14.05 962.20 15.12 962.25 15.92 962.30 16.03 962.35 16.14 962.40 16.26 962.45 16.37 962.50 16.48 962.55 16.59 962.60 16.70 962.65 16.80 Elevation (feet) Primary (cfs) 962.70 16.91 962.75 17.02 962.80 17.12 962.85 17.23 962.90 17.33 962.95 17.44 963.00 17.54 963.05 17.64 963.10 17.75 963.15 17.85 963.20 17.95 963.25 18.05 963.30 18.15 963.35 18.25 963.40 18.35 963.45 18.45 963.50 18.54 MSE 24-hr 3 100-year Rainfall=7.30"2026-05-22 Propsoed HydroCAD Printed 7/23/2026Prepared by Landform Professional Services Page 90HydroCAD® 10.20-6a s/n 01713 © 2024 HydroCAD Software Solutions LLC Stage-Area-Storage for Pond 14P: SW Underground Elevation (feet) Storage (cubic-feet) 957.50 0 957.55 0 957.60 0 957.65 0 957.70 0 957.75 0 957.80 0 957.85 0 957.90 0 957.95 0 958.00 0 958.05 84 958.10 315 958.15 576 958.20 885 958.25 1,233 958.30 1,616 958.35 2,030 958.40 2,472 958.45 2,941 958.50 3,434 958.55 3,948 958.60 4,484 958.65 5,040 958.70 5,614 958.75 6,205 958.80 6,813 958.85 7,437 958.90 8,075 958.95 8,728 959.00 9,393 959.05 10,071 959.10 10,762 959.15 11,463 959.20 12,175 959.25 12,898 959.30 13,630 959.35 14,372 959.40 15,122 959.45 15,880 959.50 16,646 959.55 17,420 959.60 18,200 959.65 18,987 959.70 19,780 959.75 20,578 959.80 21,382 959.85 22,191 959.90 23,004 959.95 23,822 960.00 24,643 960.05 25,468 Elevation (feet) Storage (cubic-feet) 960.10 26,296 960.15 27,126 960.20 27,959 960.25 28,794 960.30 29,630 960.35 30,468 960.40 31,307 960.45 32,147 960.50 32,987 960.55 33,827 960.60 34,666 960.65 35,505 960.70 36,343 960.75 37,180 960.80 38,015 960.85 38,847 960.90 39,678 960.95 40,506 961.00 41,330 961.05 42,152 961.10 42,969 961.15 43,782 961.20 44,591 961.25 45,395 961.30 46,194 961.35 46,987 961.40 47,773 961.45 48,554 961.50 49,327 961.55 50,093 961.60 50,852 961.65 51,602 961.70 52,343 961.75 53,076 961.80 53,798 961.85 54,510 961.90 55,212 961.95 55,902 962.00 56,580 962.05 57,246 962.10 57,898 962.15 58,536 962.20 59,160 962.25 59,768 962.30 60,359 962.35 60,934 962.40 61,489 962.45 62,025 962.50 62,540 962.55 63,032 962.60 63,501 962.65 63,943 Elevation (feet) Storage (cubic-feet) 962.70 64,357 962.75 64,740 962.80 65,088 962.85 65,397 962.90 65,658 962.95 65,862 963.00 65,973 963.05 65,973 963.10 65,973 963.15 65,973 963.20 65,973 963.25 65,973 963.30 65,973 963.35 65,973 963.40 65,973 963.45 65,973 963.50 65,973 Table of Contents2026-05-22 Propsoed HydroCAD Printed 7/23/2026Prepared by Landform Professional Services HydroCAD® 10.20-6a s/n 01713 © 2024 HydroCAD Software Solutions LLC TABLE OF CONTENTS Project Reports 1 Routing Diagram 2 Rainfall Events Listing 3 Area Listing (all nodes) 2-year Event 4 Node Listing 5 Subcat 1S: West Dealership 6 Subcat 2S: SE Dealership 7 Subcat 3S: NE Dealership 8 Subcat 4S: North Dealership 9 Subcat 8S: NE D-D 10 Subcat 9S: South Undev. 11 Subcat 10S: North Undev. 12 Subcat 15S: South D-D 13 Reach 5R: North 14 Reach 6R: SE 15 Reach 7R: SW 16 Pond 11P: NW Pond 20 Pond 12P: NE Pond 24 Pond 13P: SE Pond 28 Pond 14P: SW Underground 10-year Event 33 Node Listing 34 Subcat 1S: West Dealership 35 Subcat 2S: SE Dealership 36 Subcat 3S: NE Dealership 37 Subcat 4S: North Dealership 38 Subcat 8S: NE D-D 39 Subcat 9S: South Undev. 40 Subcat 10S: North Undev. 41 Subcat 15S: South D-D 42 Reach 5R: North 43 Reach 6R: SE 44 Reach 7R: SW 45 Pond 11P: NW Pond 49 Pond 12P: NE Pond 53 Pond 13P: SE Pond 57 Pond 14P: SW Underground 100-year Event 62 Node Listing 63 Subcat 1S: West Dealership 64 Subcat 2S: SE Dealership 65 Subcat 3S: NE Dealership Table of Contents2026-05-22 Propsoed HydroCAD Printed 7/23/2026Prepared by Landform Professional Services HydroCAD® 10.20-6a s/n 01713 © 2024 HydroCAD Software Solutions LLC 66 Subcat 4S: North Dealership 67 Subcat 8S: NE D-D 68 Subcat 9S: South Undev. 69 Subcat 10S: North Undev. 70 Subcat 15S: South D-D 71 Reach 5R: North 72 Reach 6R: SE 73 Reach 7R: SW 74 Pond 11P: NW Pond 78 Pond 12P: NE Pond 82 Pond 13P: SE Pond 86 Pond 14P: SW Underground Apple Ford, Gem Lake, MN GAG26002 Appendix D-1 APPENDIX D: OTHER PROPOSED HYDROLOGY CALCULATIONS DATE 7/24/2026 PROJECT NAME Apple Ford PROJECT NUMBER GAG26002 PROJECT LOCATION Gem Lake, MN PREPARED BY DBL Impervious Tributary Area (ac) Dead Storage Req'd. (1800 cf / ac of Trib. Imp.) (cf) Dead Storage Provided (cf)Pond Depth (ft) Gem Lake Minimum Water Quality Volume from 1.1-inch over Imp. Area (cf) MPCA Minimum Water Quality Volume from 1.0-inch over Imp. Area (cf) Provided Water Quality Volume Elevation Pond Surface Area (ac) Allowed Max. WQV Disch. Rate (5.66 cfs/acre of pond surface) (cfs) Provided Peak WQV Discharge Rate (cfs) Wet Extended Detention or Multi-Cell Sediment Forebay at all Major Inflows Minimum Water Quality Volume from 1.5-inch over Imp. Area (cf) Provided Water Quality Volume Elevation Resultant Pond Design Level NW Pond 2.036 3,665 11,368 4.0 3.5 8,130 7,391 964.02 0.207 1.17 0.88 Wet Extended No 11,086 964.02 2 NE Pond 3.707 6,673 12,263 3.5 4.2 14,802 13,456 962.87 0.289 1.64 1 Wet Extended No 20,185 962.87 2 SE Pond 2.780 5,004 10,839 4.0 2.7 11,101 10,091 961.80 0.215 1.22 0.97 Wet Extended No 15,137 961.80 2 SW Underg.4.760 n/a n/a n/a n/a 19,007 17,279 959.85 n/a n/a n/a n/a n/a 959.85 n/a POND DESIGN LEVEL Worksheet Design Level 1 Data Design Level 2 Data Design Level 3 Data Pond Flow Path Length to Width Ratio (DL1 <= 10, DL2 = 1 to 3, DL3 = 3 to 10)Pond I.D. Design Level 1 (TSS = 60%, DP = 0%, PP =60%, TP = 34%): Must meet all of the design requirements for Design Level 1 and does not meet all design requirements for Design Level 2 ◦ Dead (or permanent) storage of at least 1800 cubic feet per acre (=1/2 inch of impervious area) that drains to the pond ◦ The pond’s permanent storage volume must reach a minimum depth of at least 3 feet and must have no depth greater than 10 feet. The basin must be configured such that scour or resuspension of solids is minimized. ◦ Flow path length to pond width ratio less than 1:1 or greater than 10:1 (scouring occurs at ratios greater than 10:1) Pond Design Level Criteria: Design Level 2 (TSS = 84%, DP = 0.08%, PP = 84%, TP = 50%): Meets all of the requirements for Design Levels 1 and 2 (except flow path) and does not meet all design requirements for Design Level 3 ◦ Water quality volume (flood pool volume) >= 1 inch of impervious area ◦ Discharge rate of water quality volume does not exceed 5.66 cubic feet per second per acre of surface area of the pond ◦ Flow path length to pond width ratio = 1:1 to 3:1. A ratio of 3:1 is recommended. Design Level 3 (TSS 90%, DP = 0.23%, PP = 90%, TP = 60%): Must meet all of the following design requirements ◦ Water quality volume (flood pool volume) > 1.5 inch of impervious area ◦ Discharge rate of water quality volume does not exceed 5.66 cubic feet per second per acre of surface area of the pond ◦ Wet extended detention or multi-cell system ◦ Sediment forebay at all major inflows ◦ Flow path length to pond width ratio 3:1 to 10:1 Landform®, SensiblyGreen® and Site to Finish® are registered service marks of Landform Professional Services, LLC.1 Apple Ford, Gem Lake, MN GAG26002 Appendix E APPENDIX E: STORM SEWER DRAINAGE MAP & CALCULATIONS >> > > >> CO E HH HHGUY HH G U Y CO G U Y E ST ST SS TB GUY SS T N H GUY ST HH TBTB SS GUYHHST ST ST ST GUY GU Y HH GUY SS WE T X X X X CS OE OE OE OE OE OE OE OE OE OE OE OE PARCEL A 273022310010 OWNER: BETH TSCHIDA COUNTY ROAD E EAST I I I I I I I I I I >>> >>> UC UC UC UC UC UC UC UC COUNTY ROAD E EAST U.S . HIG H W A Y 6 1 WE T W E T W E T WET W E T WET WET W E T SHORELAND OVERLAY B-01 B-02 B-03 B-04 B-20 B-09 B-08 B-11 B-10 B-07 B-06 B-05 B-19 B-18 B-17 B-12 B-13 B-14 B-15 B-16 >> > > >> CO E HH HHGUY HH G U Y CO G U Y E ST ST SS TB GUY SS T N H GUY ST HH TBTB SS GUYHHST ST ST ST GUY GU Y HH GUY SS WE T X X X X CS OE OE OE OE OE OE OE OE OE OE OE OE PARCEL A 273022310010 OWNER: BETH TSCHIDA COUNTY ROAD E EAST I I I I I I I I I I >>> >>> UC UC UC UC UC UC UC UC COUNTY ROAD E EAST U.S . HIG H W A Y 6 1 WE T W E T W E T WET W E T WET WET W E T SHORELAND OVERLAY B-01 B-02 B-03 B-04 B-20 B-09 B-08 B-11 B-10 B-07 B-06 B-05 B-19 B-18 B-17 B-12 B-13 B-14 B-15 B-16 PROPOSED BUILDING FFE = 970.00 AREA = 121,451 S.F. > > > > > > >> >> >> >> >> >> >> >> >> >>>>>> >> >> >>>>>> >> >> >> >> >> >> >> >> >> >>>>>> >> >> >> >> >> >> >> >> >> >> >> >> >>> > > > > > >> >> >> NE POND -12P NWL = 961.50 BOT = 958.00 HWL = 964.62 NW POND -11P NWL = 963.00 BOT = 959.00 HWL = 965.27 SE POND -13P NWL = 960.50 BOT = 956.50 HWL = 963.37 > > NO PARK I N G NO PARK I N G NO PA R K I N G >> > > >> CO E HH HHGUY HH G U Y CO G U Y E ST ST SS TB GUY SS T N H GUY ST HH TBTB SS GUYHHST ST ST ST GUY GU Y HH GUY SS WE T X X X X CS OE OE OE OE OE OE OE OE OE OE OE OE PARCEL A 273022310010 OWNER: BETH TSCHIDA COUNTY ROAD E EAST I I I I I I I I I I >>> >>> UC UC UC UC UC UC UC UC COUNTY ROAD E EAST U.S . HIG H W A Y 6 1 WE T W E T W E T WET W E T WET WET W E T SHORELAND OVERLAY B-01 B-02 B-03 B-04 B-20 B-09 B-08 B-11 B-10 B-07 B-06 B-05 B-19 B-18 B-17 B-12 B-13 B-14 B-15 B-16 CB 101 TOTAL: 9,573 S.F. PERVIOUS: 913 S.F. CB 102 TOTAL: 21,588 S.F. PERVIOUS: 1,215 S.F. CB 110 TOTAL: 16,662 S.F. PERVIOUS: 2,320 S.F. RD A TOTAL: 45,636 S.F. PERVIOUS: 0 S.F. CB 201/201A TOTAL: 26,926 S.F. PERVIOUS: 1,418 S.F. CB 202 TOTAL: 27,246 S.F. PERVIOUS: 622 S.F. CB 203/204 TOTAL: 33,167 S.F. PERVIOUS: 751 S.F.RD B TOTAL: 32,854 S.F. PERVIOUS: 0 S.F. CB 210/210A TOTAL: 36,653 S.F. PERVIOUS: 2,122 S.F. CB 301 TOTAL: 22,883 S.F. PERVIOUS: 1,557 S.F. CB 302 TOTAL: 18,202 S.F. PERVIOUS: 1,198 S.F. CB 303 TOTAL: 15,346 S.F. PERVIOUS: 2,303 S.F. CB 310 TOTAL: 25,018 S.F. PERVIOUS: 1,686 S.F.CB 401 TOTAL: 16,629 S.F. PERVIOUS: 744 S.F. RD D TOTAL: 15,070 S.F. PERVIOUS: 0 S.F. CB 402 TOTAL: 21,724 S.F. PERVIOUS: 880 S.F. CB 403 TOTAL: 28,361 S.F. PERVIOUS: 923 S.F. CB 404 TOTAL: 24,784 S.F. PERVIOUS: 2,470 S.F. RD E TOTAL: 12,805 S.F. PERVIOUS: 0 S.F. CB 405 TOTAL: 13,289 S.F. PERVIOUS: 1,179 S.F. CB 411 TOTAL: 25,133 S.F. PERVIOUS: 1,649 S.F. CB 412 TOTAL: 27,067 S.F. PERVIOUS: 1,045 S.F. CB 413 TOTAL: 16,723 S.F. PERVIOUS: 4,268 S.F. RD C TOTAL: 15,095 S.F. PERVIOUS: 0 S.F.CB 414 TOTAL: 13,147 S.F. PERVIOUS: 0 S.F. CB 320 TOTAL: 25,763 S.F. PERVIOUS: 1,525 S.F. CB 321 TOTAL: 23,189 S.F. PERVIOUS: 779 S.F. CB 211 TOTAL: 10,753 S.F. PERVIOUS: 640 S.F. Landform® and Site to Finish® are registered service marks of Landform Professional Services, LLC. Storm Sewer Drainage Map APPLE FORD • Gem Lake, MN • 07.24.2026 NORTH 0 100 DATE: STORM FREQUENCY:10 Years PROJECT NAME: CALCULATIONS BY:DBL PROJECT NUMBER: MN ATLAS 14 REGION: PROJECT CITY: PROJECT COUNTY: PROJECT ENGINEER: Segment C - Coef. I - Intensity Q - Rate Pipe Upstream Structure Downstream Structure CB Pipe CB Pipe CB Pipe Total CB Total CB Pipe Len.Dia.Grade Man's.Vel.Cap.Excess Build Size Drop Build (Ac.)(Ac.)Indiv.Avg.(Min.)(Min.)(Min.)(In/Hr)(In/Hr)(CFS)(CFS)(Ft.)(In.)(%)n (Ft/S)(CFS)Cap. (Ft.)(In.) (Ft.) (Ft.) RD A CB 102 1.05 1.05 0.95 0.95 5.0 0.3 5.3 7.58 7.58 7.5 7.5 115 12 1.50 PVC 0.010 7.2 5.7 (1.9)RD A 970.00 966.25 3.75 CB 102 968.20 964.52 8/10ths 3.68 CB 102 CB 101 0.50 1.54 0.91 0.94 5.0 0.2 5.5 7.58 7.58 3.4 11.0 86 24 0.50 HDPE 0.010 6.6 20.8 9.8 CB 102 968.20 963.72 4.48 CB 101 967.86 963.29 8/10ths 4.57 CB 101 FES 100 0.22 2.15 0.88 0.91 5.0 0.2 5.9 7.58 7.58 1.5 14.9 65 24 0.45 RCP 0.013 4.8 15.2 0.3 CB 101 967.86 963.29 4.57 FES 100 963.00 963.00 Invert 0.00 CB 110 CB 101 0.38 0.38 0.85 0.85 5.0 0.7 5.7 7.58 7.58 2.5 2.5 168 12 0.50 HDPE 0.010 4.2 3.3 0.8 CB 110 967.71 964.93 2.78 CB 101 967.86 964.09 8/10ths 3.77 RD B CB 202 0.75 0.75 0.95 0.95 5.0 0.3 5.3 7.58 7.58 5.4 5.4 144 12 1.50 PVC 0.010 7.2 5.7 0.2 RD B 970.00 965.83 4.17 CB 202 967.73 963.67 8/10ths 4.06 CB 202 CB 201 0.63 2.14 0.93 0.94 5.0 0.6 6.6 7.58 6.99 4.4 14.0 181 24 0.25 HDPE 0.010 4.7 14.7 0.7 CB 202 967.73 962.87 4.86 CB 201 967.05 962.42 8/10ths 4.63 CB 201 FES 200 0.62 3.85 0.91 0.93 5.0 0.2 6.9 7.58 6.99 4.3 24.9 60 36 0.20 RCP 0.013 4.2 29.8 5.0 CB 201 967.05 961.62 5.43 FES 200 961.50 961.50 Invert 0.00 CB 211 CB 210 0.25 0.25 0.91 0.91 5.0 0.4 5.4 7.58 7.58 1.7 1.7 66 12 0.20 HDPE 0.010 2.6 2.1 0.4 CB 211 966.47 963.96 2.51 CB 210 966.50 963.83 8/10ths 2.67 CB 210 CB 201 0.42 1.09 0.91 0.91 5.0 0.8 6.2 7.58 6.99 2.9 6.9 202 18 0.30 HDPE 0.010 4.2 7.5 0.6 CB 210 966.50 963.43 3.07 CB 201 967.05 962.82 8/10ths 4.23 CB 210A CB 210 0.42 0.42 0.91 0.91 5.0 0.0 5.0 7.58 7.58 2.9 2.9 8 12 0.50 HDPE 0.010 4.2 3.3 0.4 CB 210A 966.60 963.87 2.73 CB 210 966.50 963.83 8/10ths 2.67 CB 204 CB 203 0.38 0.38 0.93 0.93 5.0 0.0 5.0 7.58 7.58 2.7 2.7 8 12 0.40 HDPE 0.010 3.7 2.9 0.2 CB 204 967.20 964.10 3.10 CB 203 967.00 964.07 8/10ths 2.93 CB 203 CB 202 0.38 0.76 0.93 0.93 5.0 1.0 6.0 7.58 7.58 2.7 5.4 198 18 0.20 HDPE 0.010 3.5 6.1 0.7 CB 203 967.00 963.67 3.33 CB 202 967.73 963.27 8/10ths 4.46 CB 303 CB 302 0.35 0.35 0.84 0.84 5.0 0.9 5.9 7.58 7.58 2.2 2.2 180 12 0.30 HDPE 0.010 3.2 2.5 0.3 CB 303 965.84 962.89 2.96 CB 302 965.50 962.35 8/10ths 3.15 CB 302 CB 301 0.42 0.77 0.90 0.87 5.0 0.5 6.4 7.58 6.99 2.9 4.7 132 15 0.40 HDPE 0.010 4.3 5.3 0.6 CB 302 965.50 962.15 3.36 CB 301 965.50 961.62 8/10ths 3.88 CB 301 FES 300 0.53 2.99 0.90 0.90 5.0 0.1 6.6 7.58 6.99 3.6 18.8 39 30 0.30 RCP 0.013 4.6 22.5 3.7 CB 301 965.50 960.62 4.88 FES 300 960.50 960.50 Invert 0.00 CB 310 CB 301 0.57 0.57 0.90 0.90 5.0 0.6 5.6 7.58 7.58 3.9 3.9 133 15 0.30 HDPE 0.010 3.7 4.6 0.7 CB 310 965.50 962.02 3.48 CB 301 965.50 961.62 8/10ths 3.88 CB 321 CB 320 0.53 0.53 0.92 0.92 5.0 0.6 5.6 7.58 7.58 3.7 3.7 132 15 0.30 HDPE 0.010 3.7 4.6 0.9 CB 321 967.64 962.59 5.05 CB 320 967.64 962.19 8/10ths 5.45 CB 320 CB 301 0.59 1.12 0.91 0.91 5.0 0.8 6.3 7.58 6.99 4.1 7.2 192 18 0.30 HDPE 0.010 4.2 7.5 0.3 CB 320 967.64 961.99 5.65 CB 301 965.50 961.42 8/10ths 4.08 CB 405 CB 404 0.31 0.60 0.84 0.89 5.0 0.5 5.6 7.58 7.58 1.9 4.1 170 12 0.80 HDPE 0.010 5.3 4.1 0.1 CB 405 968.30 963.94 4.36 CB 404 966.30 962.58 8/10ths 3.72 CB 404 CB 403 0.57 1.17 0.88 0.88 5.0 0.5 6.2 7.58 6.99 3.8 7.2 139 18 0.30 HDPE 0.010 4.2 7.5 0.3 CB 404 966.30 962.18 4.12 CB 403 966.38 961.76 8/10ths 4.62 CB 403 CB 402 0.65 1.82 0.93 0.90 5.0 0.3 6.5 7.58 6.99 4.6 11.4 123 18 0.80 HDPE 0.010 6.9 12.2 0.8 CB 403 966.38 961.76 4.62 CB 402 966.54 960.78 8/10ths 5.76 From To Mat'l. CommentsCasting Structure MatchTop Rim InletTop Rim InvertStructure Ramsey MINNESOTA STORM SEWER DESIGN A - Trib. Areas Ramsey Tc - Time of Conc. 07/20/26 Apple Ford - WBL GAG26002 Gem Lake SES COPYRIGHT © LANDFORM Landform®, SensiblyGreen® and Site to Finish® are registered service marks of Landform Professional Services, LLC.1 DATE: STORM FREQUENCY:10 Years PROJECT NAME: CALCULATIONS BY:DBL PROJECT NUMBER: MN ATLAS 14 REGION: PROJECT CITY: PROJECT COUNTY: PROJECT ENGINEER: Segment C - Coef. I - Intensity Q - Rate Pipe Upstream Structure Downstream Structure CB Pipe CB Pipe CB Pipe Total CB Total CB Pipe Len.Dia.Grade Man's.Vel.Cap.Excess Build Size Drop Build (Ac.)(Ac.)Indiv.Avg.(Min.)(Min.)(Min.)(In/Hr)(In/Hr)(CFS)(CFS)(Ft.)(In.)(%)n (Ft/S)(CFS)Cap. (Ft.)(In.) (Ft.) (Ft.) From To Mat'l. CommentsCasting Structure MatchTop Rim InletTop Rim InvertStructure Ramsey MINNESOTA STORM SEWER DESIGN A - Trib. Areas Ramsey Tc - Time of Conc. 07/20/26 Apple Ford - WBL GAG26002 Gem Lake SES CB 402 CB 401 0.50 2.32 0.92 0.90 5.0 0.5 7.0 7.58 6.99 3.5 14.6 157 24 0.30 HDPE 0.010 5.1 16.1 1.5 CB 402 966.54 960.38 6.16 CB 401 965.87 959.91 8/10ths 5.97 CB 401 INLET 400 0.38 3.05 0.92 0.91 5.0 0.0 7.0 7.58 6.99 2.7 19.4 11 24 0.50 HDPE 0.010 6.6 20.8 1.4 CB 401 965.87 959.91 5.97 INLET 400 967.00 959.85 8/10ths 7.15 RD D CB 401 0.35 0.35 0.95 0.95 5.0 0.2 5.2 7.58 7.58 2.5 2.5 95 8 2.10 PVC 0.010 6.5 2.3 (0.2)RD D 970.00 962.97 7.03 CB 401 965.87 960.97 8/10ths 4.90 RD E CB 405 0.29 0.29 0.95 0.95 5.0 0.1 5.1 7.58 7.58 2.1 2.1 31 8 2.10 PVC 0.010 6.5 2.3 0.2 RD E 970.00 964.85 5.15 CB 405 968.30 964.20 8/10ths 4.10 CB 414 CB 413 0.29 0.29 0.95 0.95 5.0 0.2 5.2 7.58 7.58 2.1 2.1 40 12 0.50 HDPE 0.010 4.2 3.3 1.2 CB 414 966.24 962.81 3.43 CB 413 966.45 962.61 8/10ths 3.84 CB 413 MH 412A 0.38 0.68 0.76 0.84 5.0 0.6 5.7 7.58 7.58 2.2 4.3 161 15 0.50 HDPE 0.010 4.8 5.9 1.6 CB 413 966.45 962.41 4.04 MH 412A 966.72 961.60 8/10ths 5.12 MH 412A CB 412 0.00 1.02 0.95 0.88 5.0 0.3 6.0 7.58 7.58 0.0 6.8 89 18 0.50 HDPE 0.010 5.5 9.7 2.8 MH 412A 966.72 961.40 5.32 CB 412 965.38 960.96 8/10ths 4.42 CB 412 CB 411 0.62 1.64 0.92 0.89 5.0 0.3 6.2 7.58 6.99 4.3 10.3 97 18 0.70 HDPE 0.010 6.5 11.4 1.1 CB 412 965.38 960.96 4.42 CB 411 965.00 960.28 8/10ths 4.72 CB 411 INLET 410 0.58 2.22 0.90 0.90 5.0 0.0 6.3 7.58 6.99 3.9 13.9 6 24 0.50 HDPE 0.010 6.6 20.8 6.9 CB 411 965.00 959.88 5.12 INLET 410 965.00 959.85 8/10ths 5.15 RD C MH 412A 0.35 0.35 0.95 0.95 5.0 0.3 5.3 7.58 7.58 2.5 2.5 104 8 2.10 PVC 0.010 6.5 2.3 (0.2)RD C 970.00 964.25 5.75 MH 412A 966.72 962.07 8/10ths 4.65 COPYRIGHT © LANDFORM Landform®, SensiblyGreen® and Site to Finish® are registered service marks of Landform Professional Services, LLC.2 DATE 7/24/26 PROJECT NAME Apple Ford White Bear Lake PROJECT NUMBER GAG26002 PROJECT LOCATION Gem Lake, MN PREPARED BY Landform Shoreland Class Preserved (In)Removed (In)Total DBH (In)Allowable Removed (In)Excess Removed (In)Replacement Factor Replacement Quantitiy (In) A 1,265.00 1,781.00 3,046.00 304.60 1,476.40 75% 1,107.30 B 667.00 279.00 946.00 94.60 184.40 100% 184.40 C 1,369.00 107.00 1,476.00 147.60 (40.60) 125% (50.75) TOTALS 3,301.00 2,167.00 5,468.00 546.80 1,291.70 TOTAL REQUIRED TREES 517 Non-Shoreland Class Preserved (In)Removed (In)Total DBH (In)Allowable Removed (In)Excess Removed (In)Replacement Factor Replacement Quantitiy (In) A 624.00 4,515.00 5,139.00 1,284.75 3,230.25 75% 2,422.69 B 222.00 386.00 608.00 152.00 234.00 100% 234.00 C 28.00 19.00 47.00 11.75 7.25 125% 9.06 TOTALS 874.00 4,920.00 5,794.00 1,448.50 2,656.69 TOTAL REQUIRED TREES 1,063 Tree # Species Height DBH City classification Required replacement inches Survey code Location Preserve 1 Maple 10 B 10 TRMP 10IN Shoreland Remove 2 Maple 22 B 22 TRMP 22IN HALF DEAD Shoreland Remove 3 Maple 18 B 18 TRMP 18IN Shoreland Remove 4 Maple 26 B 26 TRMP 26IN Shoreland Remove 5 Red Pine 70 ft 14 A 10.5 TRPR 70FT Shoreland Remove 6 Red Pine 70 ft 14 A 10.5 TRPR 70FT Shoreland Remove 7 Red Pine 70 ft 14 A 10.5 TRPR 70FT Shoreland Remove 8 Red Pine 70 ft 14 A 10.5 TRPR 70FT Shoreland Remove 9 Red Pine 70 ft 14 A 10.5 TRPR 70FT Shoreland Remove 10 Red Pine 70 ft 14 A 10.5 TRPR 70FT Shoreland Remove 11 Red Pine 70 ft 14 A 10.5 TRPR 70FT Shoreland Remove 12 Red Pine 70 ft 14 A 10.5 TRPR 70FT Shoreland Remove 13 Red Pine 70 ft 14 A 10.5 TRPR 70FT Shoreland Remove 14 Red Pine 70 ft 14 A 10.5 TRPR 70FT Shoreland Remove 15 Red Pine 70 ft 14 A 10.5 TRPR 70FT Shoreland Remove 16 Red Pine 70 ft 14 A 10.5 TRPR 70FT Shoreland Remove 17 Red Pine 70 ft 14 A 10.5 TRPR 70FT Shoreland Remove 18 Red Pine 70 ft 14 A 10.5 TRPR 70FT Shoreland Remove 19 Red Pine 70 ft 14 A 10.5 TRPR 70FT Shoreland Remove 20 Red Pine 70 ft 14 A 10.5 TRPR 70FT Shoreland Remove 21 Red Pine 70 ft 14 A 10.5 TRPR 70FT Shoreland Remove 22 Red Pine 70 ft 14 A 10.5 TRPR 70FT Shoreland Remove 23 Red Pine 70 ft 14 A 10.5 TRPR 70FT Shoreland Remove 24 Red Pine 70 ft 14 A 10.5 TRPR 70FT Shoreland Remove 25 Red Pine 70 ft 14 A 10.5 TRPR 70FT Shoreland Remove 26 Red Pine 70 ft 14 A 10.5 TRPR 70FT Shoreland Remove 27 Red Pine 70 ft 14 A 10.5 TRPR 70FT Shoreland Remove 28 Red Pine 70 ft 14 A 10.5 TRPR 70FT Shoreland Remove 29 Red Pine 40 ft 12 A 9 TRPR 40FT Shoreland Remove 30 Red Pine 70 ft 14 A 10.5 TRPR 70FT Shoreland Remove 31 Red Pine 70 ft 14 A 10.5 TRPR 70FT Shoreland Remove 32 Red Pine 70 ft 14 A 10.5 TRPR 70FT Shoreland Remove 33 Red Pine 70 ft 14 A 10.5 TRPR 70FT Shoreland Remove 34 Red Pine 70 ft 14 A 10.5 TRPR 70FT Shoreland Remove 35 Red Pine 70 ft 14 A 10.5 TRPR 70FT Shoreland Remove 36 Red Pine 70 ft 14 A 10.5 TRPR 70FT Shoreland Remove 37 Red Pine 70 ft 14 A 10.5 TRPR 70FT Shoreland Remove 38 Red Pine 70 ft 14 A 10.5 TRPR 70FT Shoreland Remove 39 Red Pine 70 ft 14 A 10.5 TRPR 70FT Shoreland Remove 40 Red Pine 70 ft 14 A 10.5 TRPR 70FT Shoreland Remove 41 Red Pine 70 ft 14 A 10.5 TRPR 70FT Shoreland Remove 42 Red Pine 70 ft 14 A 10.5 TRPR 70FT Shoreland Remove 43 Red Pine 70 ft 14 A 10.5 TRPR 70FT Shoreland Remove 44 Red Pine 70 ft 14 A 10.5 TRPR 70FT Shoreland Remove 45 Red Pine 70 ft 14 A 10.5 TRPR 70FT 2 STEM Shoreland Remove 46 Red Pine 70 ft 14 A 10.5 TRPR 70FT Shoreland Remove 47 Red Pine 70 ft 14 A 10.5 TRPR 70FT Shoreland Remove 48 Red Pine 70 ft 14 A 10.5 TRPR 70FT Shoreland Remove 49 Red Pine 70 ft 14 A 10.5 TRPR 70FT Shoreland Remove 50 Red Pine 70 ft 14 A 10.5 TRPR 70FT Shoreland Remove 51 Red Pine 70 ft 14 A 10.5 TRPR 70FT Shoreland Remove 52 Red Pine 70 ft 14 A 10.5 TRPR 70FT Shoreland Remove 53 Red Pine 70 ft 14 A 10.5 TRPR 70FT Shoreland Remove 54 Red Pine 70 ft 14 A 10.5 TRPR 70FT 2 STEM Shoreland Remove 55 Red Pine 70 ft 14 A 10.5 TRPR 70FT Shoreland Remove 56 Red Pine 70 ft 14 A 10.5 TRPR 70FT Shoreland Remove 57 Red Pine 70 ft 14 A 10.5 TRPR 70FT Shoreland Remove 58 Red Pine 70 ft 14 A 10.5 TRPR 70FT Shoreland Remove 59 Red Pine 70 ft 14 A 10.5 TRPR 70FT Shoreland Remove 60 Red Pine 70 ft 14 A 10.5 TRPR 70FT Shoreland Remove 61 Red Pine 70 ft 14 A 10.5 TRPR 70FT Shoreland Remove 62 Red Pine 70 ft 14 A 10.5 TRPR 70FT Shoreland Remove 63 Red Pine 70 ft 14 A 10.5 TRPR 70FT Shoreland Remove 64 Red Pine 70 ft 14 A 10.5 TRPR 70FT Shoreland Remove 65 Red Pine 70 ft 14 A 10.5 TRPR 70FT Shoreland Remove 66 Red Pine 70 ft 14 A 10.5 TRPR 70FT Shoreland Remove 67 Red Pine 70 ft 14 A 10.5 TRPR 70FT Shoreland Remove 68 Red Pine 70 ft 14 A 10.5 TRPR 70FT Shoreland Remove 69 Red Pine 70 ft 14 A 10.5 TRPR 70FT Shoreland Remove 70 Red Pine 70 ft 14 A 10.5 TRPR 70FT Shoreland Remove 71 Red Pine 70 ft 14 A 10.5 TRPR 70FT Shoreland Remove 72 Red Pine 70 ft 14 A 10.5 TRPR 70FT Shoreland Remove 73 Red Pine 70 ft 14 A 10.5 TRPR 70FT Shoreland Remove 74 Red Pine 70 ft 14 A 10.5 TRPR 70FT Shoreland Remove 75 Red Pine 70 ft 14 A 10.5 TRPR 70FT Shoreland Remove 76 Red Pine 70 ft 8 A 6 TRPR 70FT Shoreland Remove 77 Red Pine 70 ft 14 A 10.5 TRPR 70FT Shoreland Remove 78 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 78 Red Pine 70 ft 14 A 10.5 TRPR 70FT Shoreland Remove 79 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 79 Siberian Elm 9 B 9 TREM 9IN Shoreland Remove 80 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 80 Siberian Elm 28 B 28 TREM 28IN Shoreland Remove 81 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 81 Boxelder 8 A 6 TRBO 8IN 2 STEM Shoreland Remove 82 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 82 Silver Maple 24 B 24 TRSM 24IN Shoreland Remove 83 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 83 Siberian Elm 8 B 8 TREM 8IN Shoreland Remove 84 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove Apple Autos Tree Iventory Summary Table Landform®, SensiblyGreen® and Site to Finish® are registered service marks of Landform Professional Services, LLC.1 Tree # Species Height DBH City classification Required replacement inches Survey code Location Preserve 84 Poplar 10 A 7.5 TRPO 10IN Shoreland Remove 85 Oak 22 C 27.5 TROA 22IN Shoreland Remove 86 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 86 Siberian Elm 20 B 20 TREM 20IN Shoreland Remove 87 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 87 Siberian Elm 12 B 12 TREM 12IN Shoreland Remove 88 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 88 Boxelder 10 A 7.5 TRBO 10IN Shoreland Remove 89 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 89 Poplar 10 A 7.5 TRPO 10IN Shoreland Remove 90 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 90 Poplar 10 A 7.5 TRPO 10IN Shoreland Remove 91 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 91 Poplar 8 A 6 TRPO 8IN Shoreland Remove 92 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 92 Boxelder 10 A 7.5 TRBO 10IN Shoreland Remove 93 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 93 Boxelder 12 A 9 TRBO 12IN Shoreland Remove 94 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 94 Boxelder 12 A 9 TRBO 12IN Shoreland Remove 95 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 95 Cedar 25 ft 6 A 4.5 TRCR 25FT Shoreland Remove 96 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 96 Red Pine 40 ft 12 A 9 TRPR 40FT Shoreland Remove 97 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 97 Red Pine 60 ft 13 A 9.75 TRPR 60FT Shoreland Remove 98 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 98 Cedar 15 ft 5 A 3.75 TRCR 15FT Shoreland Remove 99 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 99 Red Pine 60 ft 13 A 9.75 TRPR 60FT Shoreland Remove 100 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 100 Red Pine 60 ft 13 A 9.75 TRPR 60FT Shoreland Remove 101 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 101 Siberian Elm 24 B 24 TREM 24IN 2 STEM Shoreland Remove 102 Red Pine 70 ft 14 A 10.5 TRPR 70FT 2 STEM Non-Shoreland Remove 102 Boxelder 14 A 10.5 TRBO 14IN Shoreland Remove 103 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 103 Boxelder 12 A 9 TRBO 12IN Shoreland Remove 104 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 104 Silver Maple 16 B 16 TRSM 16IN Shoreland Remove 105 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 105 Silver Maple 16 B 16 TRSM 16IN Shoreland Remove 106 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 106 Boxelder 10 A 7.5 TRBO 10IN Shoreland Remove 107 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 107 Red Pine 40 ft 11 A 8.25 TRPR 40FT Shoreland Remove 108 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 108 Red Pine 60 ft 13 A 9.75 TRPR 60FT Shoreland Remove 109 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 109 Cedar 20 ft 8 A 6 TRCR 20FT Shoreland Remove 110 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 110 Cedar 20 ft 8 A 6 TRCR 20FT Shoreland Remove 111 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 111 Boxelder 9 A 6.75 TRBO 9IN HALFDEAD Shoreland Remove 112 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 112 Pine 60 ft 13 A 9.75 TRPN 60FT Shoreland Remove 113 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 113 Cedar 20 ft 8 A 6 TRCR 20FT Shoreland Remove 114 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 114 Cedar 25 ft 8 A 6 TRCR 25FT Shoreland Remove 115 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 115 Cedar 25 ft 8 A 6 TRCR 25FT Shoreland Remove 116 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 116 Cedar 20 ft 8 A 6 TRCR 20FT Shoreland Remove 117 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 117 Siberian Elm 15 A 11.25 TREM 15IN Shoreland Remove 118 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 118 Siberian Elm 36 A 27 TREM 36IN 5 STEM Shoreland Remove 119 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 119 Oak 10 C 12.5 TROA 10IN Shoreland Remove 120 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 120 Oak 14 C 17.5 TROA 14IN Shoreland Remove 121 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 121 Oak 15 C 18.75 TROA 15IN Shoreland Remove 122 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 122 Oak 18 C 22.5 TROA 18IN Shoreland Remove 123 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 123 Silver Maple 20 B 20 TRSM 20IN Shoreland Remove 124 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 125 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 126 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 127 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 128 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 129 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 130 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 131 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 132 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 133 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 134 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 135 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 136 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 137 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 138 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 139 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 140 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 141 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 142 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 143 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 144 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 145 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 146 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 147 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 148 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 149 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 150 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 151 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 152 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 153 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 154 Boxelder 8 A 6 TRBO 8IN Non-Shoreland Remove 155 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 156 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 157 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 158 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 159 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 160 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 161 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 162 Red Pine 25 ft 9 A 6.75 TRPR 25FT HALF DEAD Non-Shoreland Remove 163 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 164 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 165 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 166 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 167 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 168 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 169 Red Oak 10 C 12.5 TRRO 10IN Non-Shoreland Remove 170 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 171 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 172 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 173 Red Oak 9 C 11.25 TRRO 9IN Non-Shoreland Remove 174 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove Apple Auto Tree Inventory GAG26002 2 Tree # Species Height DBH City classification Required replacement inches Survey code Location Preserve 175 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 176 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 177 Red Pine 15 ft 5 A 3.75 TRPR 15FT Non-Shoreland Remove 178 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 179 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 180 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 181 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 182 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 183 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 184 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 185 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 186 Red Pine 15 ft 5 A 3.75 TRPR 15FT Non-Shoreland Remove 187 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 188 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 189 Red Pine 70 ft 14 A 10.5 TRPR 70 Non-Shoreland Remove 190 Red Pine 70 ft 14 A 10.5 TRPR 70 Non-Shoreland Remove 191 Red Pine 70 ft 14 A 10.5 TRPR 70 Non-Shoreland Remove 192 Red Pine 70 ft 14 A 10.5 TRPR 70 Non-Shoreland Remove 193 Red Pine 70 ft 14 A 10.5 TRPR 70 Non-Shoreland Remove 194 Red Pine 70 ft 14 A 10.5 TRPR 70 Non-Shoreland Remove 195 Red Pine 70 ft 14 A 10.5 TRPR 70 Non-Shoreland Remove 196 Red Pine 70 ft 14 A 10.5 TRPR 70 Non-Shoreland Remove 197 Red Pine 70 ft 14 A 10.5 TRPR 70 Non-Shoreland Remove 198 Red Pine 70 ft 14 A 10.5 TRPR 70 Non-Shoreland Remove 199 Red Pine 70 ft 14 A 10.5 TRPR 70 Non-Shoreland Remove 200 Red Pine 70 ft 14 A 10.5 TRPR 70 Non-Shoreland Remove 201 Red Pine 70 ft 14 A 10.5 TRPR 70 Non-Shoreland Remove 202 Red Pine 70 ft 14 A 10.5 TRPR 70 Non-Shoreland Remove 203 Red Pine 70 ft 14 A 10.5 TRPR 70 Non-Shoreland Remove 204 Red Pine 70 ft 14 A 10.5 TRPR 70 Non-Shoreland Remove 205 Red Pine 70 ft 14 A 10.5 TRPR 70 Non-Shoreland Remove 206 Red Pine 70 ft 14 A 10.5 TRPR 70 Non-Shoreland Remove 207 Red Pine 70 ft 14 A 10.5 TRPR 70 Non-Shoreland Remove 208 Red Pine 70 ft 14 A 10.5 TRPR 70 Non-Shoreland Remove 209 Red Pine 70 ft 14 A 10.5 TRPR 70 Non-Shoreland Remove 210 Siberian Elm 12 B 12 TREM 12IN Non-Shoreland Remove 211 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 212 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 213 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 214 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 215 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 216 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 217 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 218 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 219 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 220 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 221 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 222 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 223 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 224 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 225 Red Pine 70 ft 14 A 10.5 TRPR 40FT Non-Shoreland Remove 226 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 227 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 228 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 229 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 230 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 231 Red Pine 70 ft 14 A 10.5 TRPR 40FT Non-Shoreland Remove 232 Red Pine 70 ft 14 A 10.5 TRPR 20FT Non-Shoreland Remove 233 Red Pine 70 ft 14 A 10.5 TRPR 60FT Non-Shoreland Remove 234 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 235 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 236 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 237 Red Pine 70 ft 14 A 10.5 TRPR 50FT Non-Shoreland Remove 238 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 239 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 240 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 241 Boxelder 14 A 10.5 TRBO 14IN 2 STEM Non-Shoreland Remove 242 Poplar 22 A 16.5 TRPO 22IN Non-Shoreland Remove 243 Siberian Elm 18 B 18 TREM 18IN 2 STEM Non-Shoreland Remove 244 Siberian Elm 13 B 13 TREM 13IN 2 STEM Non-Shoreland Remove 245 Siberian Elm 12 B 12 TREM 12IN Non-Shoreland Remove 246 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 247 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 248 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 249 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 250 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 251 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 252 Red Pine 70 ft 14 A 10.5 TRPR 30FT Non-Shoreland Remove 253 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 254 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 255 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 256 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 257 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 258 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 259 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 260 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 261 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 262 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 263 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 264 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 265 Red Pine 70 ft 14 A 10.5 TRPR 70FT 2 STEM Non-Shoreland Remove 266 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 267 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 268 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 269 Red Pine 60 ft 13 A 9.75 TRPR 60FT 2 STEM Non-Shoreland Remove 270 Red Pine 60 ft 13 A 9.75 TRPR 60FT Non-Shoreland Remove 271 Red Pine 60 ft 13 A 9.75 TRPR 60FT Non-Shoreland Remove 272 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 273 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 274 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 275 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 276 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 277 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 278 Siberian Elm 12 B 12 TREM 12IN Non-Shoreland Remove 279 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 280 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 281 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 282 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 283 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 284 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 285 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 286 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 287 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 288 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 289 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 290 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 291 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 292 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 293 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 294 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 295 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 296 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 297 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 298 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 299 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 300 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 301 River Birch 12 B 12 TRBI 12IN 2 STEM Non-Shoreland Remove 302 Poplar 14 A 10.5 TRPO 14IN Non-Shoreland Remove 303 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 304 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 305 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 306 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 307 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 308 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 309 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 310 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 311 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 312 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove Apple Auto Tree Inventory GAG26002 3 Tree # Species Height DBH City classification Required replacement inches Survey code Location Preserve 313 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 314 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 315 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 316 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 317 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 318 Boxelder 24 A 18 TRBO 24IN Non-Shoreland Remove 319 Boxelder 24 A 18 TRBO 24IN Non-Shoreland Remove 320 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 321 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 322 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 323 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 324 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 325 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 326 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 327 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 328 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 329 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 330 Red Pine 50 ft 14 A 10.5 TRPR 50FT Non-Shoreland Remove 331 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 332 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 333 Red Pine 50 ft 12 A 9 TRPR 50FT Non-Shoreland Remove 334 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 335 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 336 Red Pine 50 ft 12 A 9 TRPR 50FT Non-Shoreland Remove 337 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 338 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 339 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 340 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 341 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 342 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 343 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 344 Siberian Elm 14 B 14 TREM 14IN Non-Shoreland Remove 345 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 346 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 347 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 348 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 349 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 350 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 351 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 352 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 353 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 354 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 355 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 356 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 357 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 358 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 359 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 360 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 361 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 362 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 363 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 364 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 365 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 366 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 367 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 368 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 369 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 370 Red Pine 70 ft 14 A 10.5 TRPR 70FT 2 STEM Non-Shoreland Remove 371 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 372 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 373 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 374 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 375 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 376 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 377 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 378 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 379 Red Pine 70 ft 14 A 10.5 TRSP 70FT Non-Shoreland Remove 380 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 381 Red Pine 50 ft 12 A 9 TRPR 50FT Non-Shoreland Remove 382 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 383 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 384 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 385 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 386 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 387 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 388 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 389 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 390 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 391 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 392 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 393 Red Pine 30 ft 10 A 7.5 TRPR 30FT Non-Shoreland Remove 394 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 395 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 396 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 397 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 398 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 399 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 400 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 401 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 402 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 403 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Remove 404 Red Pine 40 ft 12 A 9 TRPR 70FT Non-Shoreland Remove 405 Spruce 50 ft 12 A 9 TRSP 50FT Non-Shoreland Preserve 406 Boxelder 8 A 6 TRBO 8IN Non-Shoreland Remove 407 Boxelder 12 A 9 TRBO 12IN 2 STEM Non-Shoreland Preserve 408 Siberian Elm 8 B 8 TREM 8IN Non-Shoreland Remove 409 Siberian Elm 12 B 12 TREM 12IN Non-Shoreland Remove 410 Siberian Elm 12 B 12 TREM 12IN Non-Shoreland Remove 411 Siberian Elm 14 B 14 TREM 14IN Non-Shoreland Remove 412 Siberian Elm 11 B 11 TREM 11IN Non-Shoreland Remove 413 Siberian Elm 14 B 14 TREM 14IN Non-Shoreland Remove 414 Siberian Elm 10 B 10 TREM 10IN Non-Shoreland Remove 415 Siberian Elm 11 B 11 TREM 11IN Non-Shoreland Remove 416 Siberian Elm 8 B 8 TREM 8IN Non-Shoreland Remove 417 Siberian Elm 8 B 8 TREM 8IN Non-Shoreland Remove 418 Siberian Elm 8 B 8 TREM 8IN Non-Shoreland Remove 419 Siberian Elm 14 B 14 TREM 14IN Non-Shoreland Remove 420 Siberian Elm 14 B 14 TREM 14IN Non-Shoreland Remove 421 Siberian Elm 16 B 16 TREM 16IN Non-Shoreland Remove 422 Siberian Elm 8 B 8 TREM 8IN Non-Shoreland Remove 423 Siberian Elm 16 B 16 TREM 16IN Non-Shoreland Remove 424 Siberian Elm 14 B 14 TREM 14IN Non-Shoreland Remove 425 Siberian Elm 12 B 12 TREM 12IN Non-Shoreland Remove 426 Siberian Elm 14 B 14 TREM 14IN Non-Shoreland Remove 427 Siberian Elm 24 B 24 TREM 24IN Non-Shoreland Remove 428 Siberian Elm 8 B 8 TREM 8IN Non-Shoreland Remove 433 Black Cherry 12 B 12 TRBC 12IN Shoreland Remove 434 Boxelder 24 A18 TRBO 24IN Shoreland Preserve 435 Boxelder 12 A9 TRBO 12IN Shoreland Remove 447 Boxelder 12 A9 TRBO 12IN Shoreland Preserve 448 Red Oak 12 C 15 TRRO 12IN Shoreland Preserve 449 Oak 14 C 17.5 TROA 14IN Shoreland Preserve 450 Oak 12 C 15 TROA 12IN Shoreland Preserve 451 Oak 24 C 30 TROA 24IN Shoreland Preserve 452 Boxelder 10 A7.5 TRBO 10IN Shoreland Preserve 453 Oak 24 C 30 TROA 24IN HALF DEAD Shoreland Preserve 454 Oak 9 C 11.25 TROA 9IN Shoreland Preserve 455 Oak 12 C 15 TROA 12IN Shoreland Preserve 456 Oak 24 C 30 TROA 24IN Shoreland Preserve 457 Oak 16 C 20 TROA 16IN Shoreland Preserve 458 Oak 12 C 15 TROA 12IN Shoreland Preserve 459 Oak 33 C 41.25 TROA 33IN Shoreland Preserve 460 Oak 33 C 41.25 TROA 33IN Shoreland Preserve 461 Boxelder 14 C 17.5 TRBO 14IN Shoreland Preserve 462 Oak 47 C 58.75 TROA 47IN Shoreland Preserve 463 Oak 18 C 22.5 TROA 18IN Shoreland Preserve 464 Oak 9 C 11.25 TROA 9IN Shoreland Preserve 465 Poplar 8 A6 TRPO 8IN Shoreland Preserve 466 Poplar 8 A6 TRPO 8IN Shoreland Preserve 467 Oak 12 C 15 TROA 12IN Shoreland Preserve 468 Oak 16 C 20 TROA 16IN Shoreland Preserve 469 Oak 24 C 30 TROA 24IN Shoreland Preserve 470 Oak 20 C 25 TROA 20IN Shoreland Preserve 471 Boxelder 10 A7.5TRBO 10IN 2 STEM Shoreland Preserve 472 Poplar 14 A10.5 TRPO 14IN Shoreland Preserve 473 Poplar 14 A10.5 TRPO 14IN Shoreland Preserve 474 Poplar 14 A10.5 TRPO 14IN Shoreland Preserve 475 Poplar 12 A9 TRPO 12IN Shoreland Preserve 476 Poplar 14 A10.5TRPO 14IN 2 STEM Shoreland Preserve 477 Poplar 15 A 11.25 TRPO 15IN Shoreland Preserve Apple Auto Tree Inventory GAG26002 4 Tree # Species Height DBH City classification Required replacement inches Survey code Location Preserve 478 Poplar 10 A7.5 TRPO 10IN Shoreland Preserve 479 Poplar 14 A10.5 TRPO 14IN Shoreland Preserve 480 Siberian Elm 14 A10.5 TREM 14IN Shoreland Preserve 481 Maple 14 B 14 TRMP 14IN Shoreland Preserve 482 Oak 15 C 18.75 TROA 15IN Shoreland Preserve 483 Oak 13 C 16.25 TROA 13IN Shoreland Preserve 484 Oak 14 C 17.5 TROA 14IN Shoreland Preserve 485 Oak 15 C 18.75 TROA 15IN Shoreland Preserve 486 Oak 12 C 15 TROA 12IN Shoreland Preserve 487 Poplar 36 A27 TRPO 36IN Shoreland Preserve 488 Oak 22 C 27.5 TROA 22IN Shoreland Preserve 489 Siberian Elm 10 A7.5 TREM 10IN Shoreland Preserve 490 Cottonwood 42 A31.5 TRCW 42IN Shoreland Preserve 491 Cottonwood 28 A21 TRCW 28IN Shoreland Preserve 492 Cottonwood 28 A21 TRCW 28IN Shoreland Preserve 493 Cottonwood 28 A21 TRCW 28IN Shoreland Preserve 494 Cottonwood 15 A 11.25 TRCW 15IN HALF DEAD Shoreland Preserve 495 Poplar 14 A10.5 TRPO 14IN Shoreland Preserve 496 Poplar 24 A18 TRPO 24IN Shoreland Preserve 497 Poplar 22 A16.5 TRPO 22IN Shoreland Preserve 498 Poplar 16 A12 TRPO 16IN Shoreland Preserve 499 Poplar 36 A27 TRPO 36IN Shoreland Preserve 500 Poplar 33 A 24.75 TRPO 33IN Shoreland Preserve 501 Cottonwood 30 A22.5 TRCW 30IN Shoreland Preserve 502 Boxelder 12 A9 TRBO 12IN Shoreland Preserve 503 Boxelder 9 A6.75 TRBO 9IN Shoreland Preserve 504 Siberian Elm 8 A6 TREM 8IN Shoreland Preserve 530 Cedar 20 8 A6TRCR 20FT 2 STEM Shoreland Preserve 531 Boxelder 8 A6TRBO 8IN 2 STEM Shoreland Preserve 532 Cedar 15 7 A5.25TRCR 15FT 2 STEM Shoreland Preserve 533 Boxelder 8 A6 TRBO 8IN Shoreland Preserve 534 Cedar 20 8 A6 TRCR 20FT Shoreland Preserve 535 Boxelder 9 A6.75 TRBO 9IN Shoreland Preserve 536 Siberian Elm 8 A6 TREM 8IN Shoreland Preserve 537 Siberian Elm 14 A10.5 TREM 14IN Shoreland Preserve 538 Cedar 18 10 A7.5 TRCR 18FT Shoreland Remove 539 Red Pine 25 10 A7.5 TRPR 25FT Shoreland Remove 540 Siberian Elm 12 A9 TREM 12IN Shoreland Preserve 541 Cedar 30 9 A6.75 TRCR 30FT Shoreland Remove 542 Cedar 25 10 A7.5 TRCR 25FT Shoreland Preserve 543 Siberian Elm 14 A10.5 TREM 14IN Shoreland Preserve 544 Siberian Elm 15 A 11.25 TREM 15IN Shoreland Preserve 545 Boxelder 12 A12 TRBO 12IN Shoreland Preserve 546 Boxelder 8 A8 TRBO 8IN Shoreland Remove 547 Boxelder 15 A 11.25 TRBO 15IN Shoreland Remove 548 Boxelder 13 A13TRBO 13IN 3 STEM Shoreland Remove 549 Siberian Elm 8 A8 TREM 8IN Shoreland Remove 550 Boxelder 9 A6.75 TRBO 9IN Shoreland Remove 551 Cottonwood 26 A26 TRCW 26IN Shoreland Preserve 552 Boxelder 14 B 14 TRBO 14IN Shoreland Remove 553 Oak 28 C 35 TROA 28IN Shoreland Remove 554 Oak 36 C 45 TROA 36IN Shoreland Preserve 555 Red Oak 42 C 52.5 TRRO 42IN Shoreland Preserve 556 Cottonwood 28 A21 TRCW 28IN Shoreland Preserve 557 Siberian Elm 15 A 11.25 TREM 15IN Shoreland Preserve 558 Siberian Elm 8 A6 TREM 8IN Shoreland Preserve 559 Siberian Elm 8 A6 TREM 8IN Shoreland Preserve 560 Siberian Elm 9 A6.75 TREM 9IN Shoreland Preserve 561 Cottonwood 22 A16.5 TRCW 22IN Shoreland Preserve 562 Siberian Elm 8 A6 TREM 8IN Shoreland Remove 563 Boxelder 9 A6.75 TRBO 9IN Shoreland Preserve 567 Boxelder 10 A7.5 TRBO 10IN Shoreland Remove 568 Boxelder 8 A6 TRBO 8IN Shoreland Remove 569 Boxelder 9 A6.75 TRBO 9IN Shoreland Remove 570 Boxelder 11 A8.25 TRBO 11IN Shoreland Remove 571 Boxelder 13 A9.75 TRBO 13IN Shoreland Remove 608 Boxelder 28 A 21 TRBO 28IN Shoreland Preserve 690 Siberian Elm 18 A 13.5 TREM 18IN Shoreland Remove 691 Siberian Elm 18 A 13.5 TREM 18IN Shoreland Remove 693 Siberian Elm 15 A 11.25 TREM 15IN Shoreland Remove 694 Boxelder 20 A 15 TRBO 20IN Shoreland Remove 695 Siberian Elm 15 A 11.25 TREM 15IN Shoreland Remove 696 Siberian Elm 15 A 11.25 TREM 15IN Shoreland Remove 697 Boxelder 20 A 15 TRBO 20IN Shoreland Remove 698 Boxelder 18 A 13.5 TRBO 18IN Shoreland Remove 699 Boxelder 12 A 9 TRBO 12IN Shoreland Remove 700 Boxelder 12 A 9 TRBO 12IN 3 STEM Shoreland Remove 701 Boxelder 15 A 11.25 TRBO 15IN Shoreland Remove 702 Boxelder 16 A 12 TRBO 16IN Shoreland Remove 703 Boxelder 12 A 9 TRBO 12IN Shoreland Remove 704 Siberian Elm 15 A 11.25 TREM 15IN Shoreland Remove 705 Siberian Elm 36 A 27 TREM 36IN Shoreland Remove 706 Boxelder 10 A 7.5 TRBO 10IN Shoreland Remove 709 Locust 15 B 15 TRLT 15IN Non-Shoreland Preserve 710 Locust 13 B 13 TRLT 13IN Non-Shoreland Preserve 711 Locust 13 B 13 TRLT 13IN Non-Shoreland Preserve 712 Locust 16 B 16 TRLT 16IN Non-Shoreland Preserve 713 Locust 16 B 16 TRLT 16IN Non-Shoreland Preserve 714 Locust 15 B 15 TRLT 15IN Non-Shoreland Preserve 715 Locust 15 B 15 TRLT 15IN Non-Shoreland Preserve 716 Locust 15 B 15 TRLT 15IN Non-Shoreland Remove 717 Spruce 25 ft 10 A 7.5 TRSP 25FT Non-Shoreland Remove 718 Spruce 30 ft 11 A 8.25 TRSP 30FT Non-Shoreland Remove 719 Cottonwood 20 ft 9 A 6.75 TRCW 20FT Non-Shoreland Remove 720 Siberian Elm 20 in 9 B 9 TREM 20IN Non-Shoreland Remove 721 Red Pine 50 ft 12 A 9 TRPR 50FT Non-Shoreland Remove 722 Red Pine 60 ft 13 A 9.75 TRPR 60FT Non-Shoreland Remove 723 Siberian Elm 13 B 13 TREM 13IN Non-Shoreland Remove 724 Poplar 9 A 6.75 TRPO 9IN Non-Shoreland Remove 725 Siberian Elm 13 A 9.75 TREM 13IN Non-Shoreland Remove 726 Siberian Elm 8 A 6 TREM 8IN HALF DEAD Non-Shoreland Remove 734 Red Pine 25 FT 6 A 4.5 TRPR 25FT Non-Shoreland Preserve 735 Red Pine 20 FT 14 A 10.5 TRPR 20FT 3 STEM Non-Shoreland Preserve 736 Boxelder 12 A 9 TRBO 12IN Non-Shoreland Preserve 737 Red Pine 22 ft 6 A 4.5 TRPR 22FT Non-Shoreland Preserve 738 Boxelder 12 A 9 TRBO 12IN Non-Shoreland Preserve 739 Boxelder 24 A 18 TRBO 24IN 3 STEM Non-Shoreland Preserve 740 Boxelder 14 A 10.5 TRBO 14IN 3 STEM Non-Shoreland Preserve 741 Boxelder 14 A 10.5 TRBO 14IN 3 STEM Non-Shoreland Preserve 742 Boxelder 12 A 9 TRBO 12IN 5 STEM Non-Shoreland Preserve 743 Boxelder 8 A 6 TRBO 8IN Non-Shoreland Preserve 744 Spruce 50 12 A 9 TRSP 50FT Non-Shoreland Preserve 745 Boxelder 9 A 6.75 TRBO 9IN Non-Shoreland Preserve 746 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Preserve 747 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Preserve 748 Boxelder 8 A 6 TRBO 8IN Non-Shoreland Preserve 749 Boxelder 10 A 7.5 TRBO 10IN Non-Shoreland Preserve 750 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Preserve 751 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Preserve 752 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Preserve 753 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Preserve 754 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Preserve 755 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Preserve 756 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Preserve 757 Boxelder 12 A 9 TRBO 12IN Non-Shoreland Preserve 758 Boxelder 13 A 9.75 TRBO 13IN Non-Shoreland Preserve 759 Red Pine 70 ft 14 A 10.5 TRSP 70FT Non-Shoreland Preserve 760 Boxelder 12 A 9 TRBO 12IN Non-Shoreland Preserve 761 Spruce 70 ft 14 A 10.5 TRSP 70FT Non-Shoreland Preserve 762 Spruce 65 ft 14 A 10.5 TRSP 65FT Non-Shoreland Preserve 763 Red Pine 70 ft 14 A 10.5 TRPR 70FT Non-Shoreland Preserve 764 Red Pine 60 ft 13 A 9.75 TRSP 60FT Non-Shoreland Preserve 765 Spruce 75 ft 15 A 11.25 TRSP 75FT Non-Shoreland Preserve 766 Spruce 80 ft 16 A 12 TRSP 80FT Non-Shoreland Preserve 767 Boxelder 24 A 18 TRBO 24IN Non-Shoreland Preserve 768 Siberian Elm 18 A 13.5 TREM 18IN Non-Shoreland Preserve 769 Oak 13 C 16.25 TROA 13IN Shoreland Preserve 770 Oak 36 C 45 TROA 36IN 2 STEM Shoreland Preserve 772 Oak 20 C 25 TROA 20IN Shoreland Preserve 773 Oak 16 C 20 TROA 16IN Shoreland Preserve 774 Oak 14 C 17.5 TROA 14IN Shoreland Preserve 775 Oak 24 C 30 TROA 24IN Shoreland Preserve Apple Auto Tree Inventory GAG26002 5 Tree # Species Height DBH City classification Required replacement inches Survey code Location Preserve 776 Oak 14 C 17.5 TROA 14IN Shoreland Preserve 777 Black Cherry 20 B 20 TRBC 20IN Shoreland Preserve 778 Oak 20 C 25 TROA 20IN Shoreland Preserve 779 Oak 28 C 35 TROA 28IN Shoreland Preserve 780 Oak 24 C 30 TROA 24IN Shoreland Preserve 781 Oak 14 C 17.5 TROA 14IN 2 STEM Shoreland Preserve 782 Oak 14 C 17.5 TROA 14IN Shoreland Preserve 783 Oak 14 C 17.5 TROA 14IN Shoreland Preserve 784 Cottonwood 14 A 10.5 TRCW 14IN Shoreland Preserve 785 Oak 12 C 15 TROA 12IN Shoreland Preserve 786 Oak 15 C 18.75 TROA 15IN Shoreland Preserve 787 Oak 12 C 15 TROA 12IN Shoreland Preserve 788 Oak 10 C 12.5 TROA 10IN Shoreland Preserve 789 Oak 14 C 17.5 TROA 14IN Shoreland Preserve 790 Oak 14 C 17.5 TROA 14IN Shoreland Preserve 791 Oak 50 C 62.5 TROA 50IN Shoreland Preserve 792 Boxelder 14 A 10.5 TRBO 14IN Shoreland Preserve 793 Oak 10 C 12.5 TROA 10IN Shoreland Preserve 794 Oak 18 C 22.5 TROA 18IN 2 STEM Shoreland Preserve 795 Oak 20 C 25 TROA 20IN Shoreland Preserve 796 Oak 12 C 15 TROA 12IN Shoreland Preserve 797 Oak 16 C 20 TROA 16IN Shoreland Preserve 798 Oak 12 C 15 TROA 12IN Shoreland Preserve 799 Oak 8 C 10 TROA 8IN Shoreland Preserve 800 Oak 26 C 32.5 TROA 26IN Shoreland Preserve 801 Oak 24 C 30 TROA 24IN Shoreland Preserve 802 Oak 13 C 16.25 TROA 13IN Shoreland Preserve 803 Oak 28 C 35 TROA 28IN Shoreland Preserve 804 Oak 13 C 16.25 TROA 13IN Shoreland Preserve 805 Oak 13 C 16.25 TROA 14IN Shoreland Preserve 806 Oak 30 C 37.5 TROA 30IN HALF DEAD Shoreland Preserve 807 Black Cherry 13 B 13 TRBC 13IN Shoreland Preserve 808 Poplar 13 A 9.75 TRPO 10IN Shoreland Preserve 809 Poplar 10 A 7.5 TRPO 15IN Shoreland Preserve 810 Poplar 18 A 13.5 TRPO 18IN Shoreland Preserve 811 Boxelder 14 A 10.5 TRBO 14IN Shoreland Preserve 812 Oak 14 C 17.5 TROA 14IN Shoreland Preserve 813 Oak 12 C 15 TROA 12IN Shoreland Preserve 814 Oak 15 C 18.75 TROA 15IN Shoreland Preserve 815 Oak 18 C 22.5 TROA 18IN Shoreland Preserve 816 Oak 10 C 12.5 TROA 10IN Shoreland Preserve 817 Boxelder 12 A 9 TRBO 12IN 3 STEM Shoreland Preserve 818 Oak 13 C 16.25 TROA 13IN Shoreland Preserve 819 Cottonwood 10 A 7.5 TRCW 10IN Shoreland Preserve 820 Maple 12 B 12 TRMP 12IN Shoreland Preserve 821 Maple 14 B 14 TRMP 14IN Shoreland Preserve 822 Maple 15 B 15 TRMP 15IN Shoreland Preserve 823 Maple 12 B 12 TRMP 12IN Shoreland Preserve 824 Black Cherry 15 B 15 TRBC 15IN 2 STEM Shoreland Preserve 825 Maple 11 B 11 TRMP 11IN Shoreland Preserve 826 Maple 12 B 12 TRMP 12IN Shoreland Preserve 827 Maple 16 B 16 TRMP 16IN Shoreland Preserve 828 Maple 12 B 12 TRMP 12IN Shoreland Preserve 829 Maple 13 B 13 TRMP 13IN Shoreland Preserve 830 Maple 14 B 14 TRMP 14IN Shoreland Preserve 831 Maple 15 B 15 TRMP 15IN Shoreland Preserve 832 Maple 13 B 13 TRMP 13IN Shoreland Preserve 833 Maple 15 B 15 TRMP 15IN Shoreland Preserve 834 Oak 18 C 22.5 TROA 18IN Shoreland Preserve 835 Oak 14 C 17.5 TROA 14IN HALF DEAD Shoreland Preserve 836 Maple 17 B 17 TRMP 17IN Shoreland Preserve 837 Maple 12 B 12 TRMP 12IN Shoreland Preserve 839 Maple 12 B 12 TRMP 12IN Shoreland Preserve 840 Maple 12 B 12 TRMP 12IN Shoreland Preserve 841 Maple 14 B 14 TRMP 14IN Shoreland Preserve 842 Maple 13 B 13 TRMP 13IN Shoreland Preserve 843 Maple 14 B 14 TRMP 14IN Shoreland Preserve 844 Maple 16 B 16 TRMP 16IN HALF DEAD Shoreland Preserve 845 Maple 18 B 18 TRMP 18IN Shoreland Preserve 846 Maple 18 B 18 TRMP 18IN Shoreland Preserve 847 Maple 15 B 15 TRMP 15IN Shoreland Preserve 848 Maple 14 B 14 TRMP 14IN Shoreland Preserve 849 Cottonwood 50 A 37.5 TRCW 50IN 3 STEM Shoreland Preserve 850 Maple 26 B 26 TRMP 26IN 2 STEM Shoreland Preserve 851 Maple 18 B 18 TRMP 18IN Shoreland Preserve 852 Oak 36 C 45 TROA 36IN Shoreland Preserve 853 Maple 16 B 16 TRMP 16IN Shoreland Preserve 854 Maple 40 B 40 TRMP 40IN Shoreland Preserve 855 Crabapple 11 B 11 TRCA 11IN Shoreland Preserve 856 Maple 8 B 8 TRMP 8IN Shoreland Preserve 857 Maple 12 B 12 TRMP 12IN Shoreland Preserve 858 Maple 16 B 16 TRMP 16IN Shoreland Preserve 859 Maple 24 B 24 TRMP 24IN Shoreland Preserve 860 Cottonwood 50 A 37.5 TRCW 50IN Shoreland Preserve 861 Cottonwood 48 A 36 TRCW 48IN Shoreland Preserve 862 Maple 22 B 22 TRMP 22IN Shoreland Preserve 863 Boxelder 10 A 7.5 TRBO 10IN Non-Shoreland Preserve 864 Maple 16 A 12 TRMP 16IN Non-Shoreland Preserve 865 Boxelder 16 A 12 TRBO 16IN Non-Shoreland Preserve 866 Silver Maple 42 B 42 TRSM 2 STEM 42IN Non-Shoreland Preserve 867 Boxelder 32 B 32 TRBO 32IN 3 STEM Non-Shoreland Preserve 868 Maple 20 A 15 TRMP 20IN HALF DEAD Non-Shoreland Preserve 869 Boxelder 8 B 8 TRBO 8IN Non-Shoreland Preserve 871 Boxelder 13 A 9.75 TRBO 13IN Non-Shoreland Preserve 872 Maple 28 C 35 TRMP 28IN 2 STEM Non-Shoreland Preserve 873 Oak 12 B 12 TROA 12IN Non-Shoreland Preserve 874 Maple 25 B 25 TRMP 25IN Non-Shoreland Preserve 875 Oak 12 A 9 TROA 12IN Non-Shoreland Preserve 876 Oak 36 A 27 TROA 36IN Non-Shoreland Preserve 877 Boxelder 11 A 8.25 TRBO 11IN Non-Shoreland Preserve 878 Boxelder 14 A 10.5 TRBO 14IN Shoreland Preserve 879 Boxelder 20 A 15 TRBO 20IN STEM Shoreland Preserve 880 Maple 24 B 24 TRMP 24IN Shoreland Preserve 881 Oak 28 C 35 TROA 28IN Shoreland Preserve 882 Poplar 10 A 7.5 TRPO 10IN Shoreland Preserve 883 Poplar 11 A 8.25 TRPO 11IN Shoreland Preserve 884 Poplar 12 A 9 TRPO 12IN Shoreland Preserve 885 Poplar 11 A 8.25 TRPO 11IN Shoreland Preserve 886 Poplar 8A 6 TRPO 8IN Shoreland Preserve 887 Boxelder 32 A 24 TRBO 32IN 3 STEM Shoreland Preserve 888 Black Cherry 12 B 12 TRBC IN Shoreland Preserve 889 Maple 15 B 15 TRMP 15IN Shoreland Preserve 890 Plum 12 B 12 TRD PLUM 12IN 2 STEM Shoreland Preserve 891 Oak 16 C 20 TROA 16IN Shoreland Preserve 892 Maple 24 A 18 TRMP 24IN Shoreland Preserve Apple Auto Tree Inventory GAG26002 6 PROJECT NO. FILE NAME LA N D F O R M 2 0 2 6 c IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE SURVEYOR TO REQUEST ADDITIONAL DOCUMENTS. PROJECT CERTIFICATION Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. DATE ISSUE / REVISION REVIEW CONTACT SURVEYOR FOR ANY PRIOR HISTORY ISSUE / REVISION HISTORY GRIES ARCHITECTURAL GROUP, INC. APPLE FORD GEM LAKE, MINNESOTA GAG26002 MINOR SUBDIVISION VEBKGAG002 LLA.dwg EXISTING PID NO. 273022340007 - 19.561 ACRES GROSS AREA That part of the Southwest Quarter of Section 27, Township 30, Range 22, Ramsey County, Minnesota, described as follows: Beginning at a point on the South line of said Southwest Quarter, distant 874.07 feet west of the Southeast corner of said Southwest Quarter; thence North 00 degrees 03 seconds 30 seconds East a distance of 443.00 feet; thence west, parallel with said South line of the Southwest Quarter, for a distance of 560 feet, more or less, to the northerly extension of the center line of International Drive (being a line lying 30 feet westerly of, and parallel with, the West line of Lot 3, Block 1, VADNAIS HEIGHTS SPORTS COMPLEX, according to the recorded plat thereof); thence southerly along said extended center line for a distance of 443 feet to said South line of the Southwest Quarter; thence east along said South line for a distance of 562 feet, more or less, to the point of beginning. AND That part of the Southwest Quarter of Section 27, Township 30, Range 22, Ramsey County, Minnesota, described as follows: Commencing at a point on the South line of said Southwest Quarter, distant 874.07 feet west of the Southeast corner of said Southwest Quarter; thence North 00 degrees 03 minutes 30 seconds East a distance of 443.00 feet to the point of beginning of that parcel of land to be described: thence continuing North 00 degrees 03 minutes, 30 seconds East a distance of 696.59 feet more or less to the Southerly line of premises described in deed recorded in the office of the Register of Deeds of Ramsey County, Minnesota in Book “1453” of Deeds, Page 152, thence Westerly along the Southerly line of premises described in Book “1453” of Deeds, Page 152, and said line extended to the Easterly line of premises described in Deed recorded in the office of the Register of Deeds of Ramsey County, Minnesota, in Book “1454” of Deeds, Page 213; thence South 50 degrees 50 minutes West, a distance of 46.61 feet; thence South 68 degrees 31 minutes West, a distance of 85 feet; thence North 72 degrees 03 minutes West, a distance of 52 feet; thence South 26 degrees 20 minutes West a distance of 210.5 feet; thence South at right angles to the South line of said Southwest Quarter a distance of 886 feet to the South line of said Southwest Quarter, thence East along the South line of said Southwest Quarter a distance of 256 feet more or less, to the northerly extension of the center line of International Drive (being a line lying 30 feet westerly of, and parallel with the West line of Lot 3, Block 1, VADNAIS HEIGHTS SPORTS COMPLEX, according to the recorded plat thereof); thence northerly along said extended center line for a distance of 443.00 feet; thence east, parallel with said South line of the Southwest Quarter, for a distance of 560 feet, more or less, to the point of beginning. Excepting therefrom a 40 foot strip of land, the Westerly and Northerly line of which is described as follows: beginning at a point on the South line of said Southwest Quarter of said Section 27 distant 935 feet East of the Southwest Corner of said Section 27; thence North at right angles to said South line 886 feet; thence North 26 degrees 20 minutes East 210.5 feet; thence South 72 degrees 03 minutes East 52 feet; thence North 68 degrees 31 minutes East, 85 feet; thence North 50 degrees 50 minutes East to the extended South line of premises described in said Book “1453” Deeds, Page 152. Together with an easement for road purposes, in common with others, over and across the last above described 40 foot strip of land. Abstract Property FIRST ISSUE JGL07 AUG 2026 DRAFTER TRK I hereby certify that this survey, plan, or report was prepared by me or under my direct supervision and that I am a duly Licensed Land Surveyor under the laws of the state of Minnesota. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. License No. 58896 Date: Jerrod Gustavus LeSavage 2026-08-07 SHEET 01 OF 02 CLIENT PROPOSED PID NO. 273022340007 - 11.271 ACRES GROSS AREA That part of the Southwest Quarter of Section 27, Township 30, Range 22, Ramsey County, Minnesota, described as follows: Beginning at a point on the South line of said Southwest Quarter, distant 874.07 feet west of the Southeast corner of said Southwest Quarter; thence North 00 degrees 03 seconds 30 seconds East, parallel with the east line of the Southwest Quarter a distance of 1139.59 feet more or less to the Southerly line of premises described in deed recorded in the office of the Register of Deeds of Ramsey County, Minnesota in Book “1453” of Deeds, Page 152, thence Westerly along the Southerly line of premises described in Book “1453” of Deeds, Page 152, and said line extended to the Easterly line of premises described in Deed recorded in the office of the Register of Deeds of Ramsey County, Minnesota, in Book “1454” of Deeds, Page 213; thence South 50 degrees 50 minutes West, a distance of 46.61 feet; thence South 68 degrees 31 minutes West, a distance of 85 feet; thence North 72 degrees 03 minutes West, a distance of 52 feet; thence South 26 degrees 20 minutes West a distance of 210.5 feet; thence South at right angles to the South line of said Southwest Quarter a distance of 886 feet to the South line of said Southwest Quarter, thence East along the South line of said Southwest Quarter a distance of 817.48 feet to the point of beginning. Excepting therefrom a 40 foot strip of land, the Westerly and Northerly line of which is described as follows: beginning at a point on the South line of said Southwest Quarter of said Section 27 distant 935 feet East of the Southwest Corner of said Section 27; thence North at right angles to said South line 886 feet; thence North 26 degrees 20 minutes East 210.5 feet; thence South 72 degrees 03 minutes East 52 feet; thence North 68 degrees 31 minutes East, 85 feet; thence North 50 degrees 50 minutes East to the extended South line of premises described in said Book “1453” Deeds, Page 152. All lying westerly and southerly of Line A described as follows: Commencing at a point on the South line of said Southwest Quarter, distant 874.07 feet west of the Southeast corner of said Southwest Quarter; thence westerly 143.08 feet along said south line to the point of beginning of said Line A to be described; thence North 00 degrees 03 minutes 30 seconds East, parallel with the East line of said Southwest Quarter, a distance of 772.84 feet; thence west, parallel with said south line of the Southwest Quarter a distance of 635.35 feet, more or less, to the east line of said 40 foot strip thereof and said Line A there terminating. Together with an easement for road purposes, in common with others, over and across the last above described 40 foot strip of land. EXISTING PID NO. 273022340006 AND 273022340009 - 7.614 ACRES GROSS AREA That part of the Southwest Quarter of Section 27, Township 30 North, Range 22 West, Ramsey County, Minnesota, described as follows: Beginning at a point on the South line of said Southwest Quarter, distant 349.48 feet West of the Southeast corner thereof; thence continue West on the South line of said Southwest Quarter a distance of 524.59 feet; thence North parallel with the East line of said Southwest Quarter a distance of 857.27 feet to a point hereinafter known as Point “A”; thence East a distance of 191 feet on a line which passes through a point 709.07 feet Easterly of aforesaid Point “A” and 856.84 feet North of the South line of said Southwest Quarter as measured along the East line thereof; thence deflect to the right on an angle of 87 degrees 38 minutes 13 seconds and to a point distant 519 feet North of the South line of said Southwest Quarter as measured along the East line thereof; thence East parallel with the South line of said Southwest Quarter a distance of 126.71 feet; thence North parallel with the East line of said Southwest Quarter a distance of 93.20 feet; thence East parallel with the South line of said Southwest Quarter a distance of 55 feet; thence South parallel with the East line of said Southwest Quarter a distance of 114.20 feet; thence South 84 degrees 26 minutes 50 seconds East a distance of 29 feet; thence South 0 degrees 2 minutes 30 seconds West (assumed bearing) parallel with the East line of said Southwest Quarter a distance of 51 feet; thence North 88 degrees 35 minutes 22 seconds East a distance of 89.55 feet; thence Southerly to the point of beginning. Abstract Property PROPOSED PID NO. 273022340006 AND 273022340009 - 15.904 ACRES GROSS AREA That part of the Southwest Quarter of Section 27, Township 30, Range 22, Ramsey County, Minnesota, described as follows: Beginning at a point on the South line of said Southwest Quarter, distant 874.07 feet west of the Southeast corner of said Southwest Quarter; thence North 00 degrees 03 seconds 30 seconds East, parallel with the east line of the Southwest Quarter a distance of 1139.59 feet more or less to the Southerly line of premises described in deed recorded in the office of the Register of Deeds of Ramsey County, Minnesota in Book “1453” of Deeds, Page 152, thence Westerly along the Southerly line of premises described in Book “1453” of Deeds, Page 152, and said line extended to the Easterly line of premises described in Deed recorded in the office of the Register of Deeds of Ramsey County, Minnesota, in Book “1454” of Deeds, Page 213; thence South 50 degrees 50 minutes West, a distance of 46.61 feet; thence South 68 degrees 31 minutes West, a distance of 85 feet; thence North 72 degrees 03 minutes West, a distance of 52 feet; thence South 26 degrees 20 minutes West a distance of 210.5 feet; thence South at right angles to the South line of said Southwest Quarter a distance of 886 feet to the South line of said Southwest Quarter, thence East along the South line of said Southwest Quarter a distance of 817.48 feet to the point of beginning. Excepting therefrom a 40 foot strip of land, the Westerly and Northerly line of which is described as follows: beginning at a point on the South line of said Southwest Quarter of said Section 27 distant 935 feet East of the Southwest Corner of said Section 27; thence North at right angles to said South line 886 feet; thence North 26 degrees 20 minutes East 210.5 feet; thence South 72 degrees 03 minutes East 52 feet; thence North 68 degrees 31 minutes East, 85 feet; thence North 50 degrees 50 minutes East to the extended South line of premises described in said Book “1453” Deeds, Page 152. All lying easterly and northerly of Line A described as follows: Commencing at a point on the South line of said Southwest Quarter, distant 874.07 feet west of the Southeast corner of said Southwest Quarter; thence westerly 143.08 feet along said south line to the point of beginning of said Line A to be described; thence North 00 degrees 03 minutes 30 seconds East, parallel with the East line of said Southwest Quarter, a distance of 772.84 feet; thence west, parallel with said south line of the Southwest Quarter a distance of 635.35 feet, more or less, to the east line of said 40 foot strip thereof and said Line A there terminating. Together with an easement for road purposes, in common with others, over and across the last above described 40 foot strip of land. AND That part of the Southwest Quarter of Section 27, Township 30 North, Range 22 West, Ramsey County, Minnesota, described as follows: Beginning at a point on the South line of said Southwest Quarter, distant 349.48 feet West of the Southeast corner thereof; thence continue West on the South line of said Southwest Quarter a distance of 524.59 feet; thence North parallel with the East line of said Southwest Quarter a distance of 857.27 feet to a point hereinafter known as Point “A”; thence East a distance of 191 feet on a line which passes through a point 709.07 feet Easterly of aforesaid Point “A” and 856.84 feet North of the South line of said Southwest Quarter as measured along the East line thereof; thence deflect to the right on an angle of 87 degrees 38 minutes 13 seconds and to a point distant 519 feet North of the South line of said Southwest Quarter as measured along the East line thereof; thence East parallel with the South line of said Southwest Quarter a distance of 126.71 feet; thence North parallel with the East line of said Southwest Quarter a distance of 93.20 feet; thence East parallel with the South line of said Southwest Quarter a distance of 55 feet; thence South parallel with the East line of said Southwest Quarter a distance of 114.20 feet; thence South 84 degrees 26 minutes 50 seconds East a distance of 29 feet; thence South 0 degrees 2 minutes 30 seconds West (assumed bearing) parallel with the East line of said Southwest Quarter a distance of 51 feet; thence North 88 degrees 35 minutes 22 seconds East a distance of 89.55 feet; thence Southerly to the point of beginning. SURVEY NOTES 1.Background information shown per field work performed by Landform on 2026-04-20 expressly for this project. 2.For the purposes of this survey, the bearing system is based on the Ramsey County coordinate system. 3.The surveyor does not guarantee, in writing or assumed, that the utilities as shown are in the exact location. No excavation was performed to locate the underground utilities. 4.Document Number 2609371 has multiple typos and cannot be accurately mapped. The mapped route shown is the Surveyor's interpretation of the intent of the gas easement route. Utility markings were not observed for gas in the area while conducting field work. The mapped route shown is in agreement with its depiction as shown on the plat of HUNTERS RUN OF GEM LAKE. 5.The legal descriptions for PID NO. 273022340007 do not directly call out a basis of bearing. The boundary shown assumes the East line of the Subject Property runs parallel with the East line of the Southwest Quarter of Section 27. This interpretation coincides with the adjoining description to the East and the found monumentation. 6.Delineated Wetlands shown per Preliminary Wetland Delineation preformed by Kjolhaug Environmental on 2026-04-28, job KES 2026-045. 7.Per Owner's Policy of Title Insurance No. 67964 by Guaranty Commercial Title, Inc., PIDs 273022340006 and 273022340009 are described in one legal description and may have been separated for tax purposes. The line dividing them appears to be undefined in documents provided by and obtained by the surveyor. The PIDs are treated as one parcel for the purposes of this survey. >>>> > > > > > > >> G U Y GUY GUY GU Y GUY G U Y GU Y GUY GUY GUY GUY G E CO HH HHGUY HH AC G G U Y CO AC G X XXXXXXXX X X XX X X X X X X X GUY ST ST HH TB GUY GUYGUYGUY GUYHH SGLP SS ST ST E ESGLPE G U Y E ST ST SSSS TB GUY SS T N H GUY ST HH TBTB SS GUYHHST ST ST ST GU Y GU Y HH GUY SS WE T X X X X X X XX T CS SOUTH LINE OF THE SW 1/4 S87°03'48"W 493.69 N0 0 ° 0 8 ' 5 5 " W 2 8 8 . 5 1 N89°46'56"E 777.48 S0 0 ° 1 3 ' 0 4 " E 8 7 6 . 6 4 S2 6 ° 0 6 ' 5 6 " W 1 6 6 . 5 2 N72°16'04"W 31.80 S68°17 ' 5 6 " W 1 0 5 . 5 1 S50° 4 4 ' 5 1 " W 1 0 7 . 4 1 U E OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE X X X X X X X X X X X X X X X X XXXX XXXX X X X X X X X X X X X O E OE OE OE OE OE OE OE OE OE OE OE OE OE 43 . 0 0 43 . 0 0 81 4 . 2 7 (N 0 0 ° 0 3 ' 3 0 " E 1 1 3 9 . 5 9 ) N 0 0 ° 0 8 ' 5 5 " W 1 1 4 5 . 7 8 WIRE FENCE PARTIALLY LAYING DOWN ±0.5 FT SOUTH OF LINE S89°46'56"W 874.33 (WEST 874.07) (874.07 DEED) FEET WEST OF THE SE 1/4 PARALLEL WITH THE EAST LINE OF THE SW 1/4 70 2 . 7 8 ( 6 9 6 . 5 9 ) 44 3 . 0 0 PARALLEL WITH THE SOUTH LINE OF THE SW 1/4 S89°46'56"W 560.64 (560±) NORTHERLY EXTENSION OF CENTERLINE OF INTERNATIONAL DRIVE CENTERLINE OF INTERNATIONAL DRIVE BEING 30 FT W'RLY OF AND PARALLEL WITH THE WEST LINE OF LOT 3, BLOCK 1, VADNAIS HEIGHTS SPORTS COMPLEX N0 0 ° 0 2 ' 1 1 " W 4 4 3 . 0 0 561.50 (562±) SOUTHERLY LINE OF PREMISES PER REGISTER OF DEEDS OF RAMSEY COUNTY, MINNESOTA BOOK 1453 OF DEEDS, PAGE 152 AS MONUMENTED 561.23 (46 . 6 1 ) 46.8 1 S50 ° 4 4 ' 5 1 " W (S5 0 ° 5 0 ' W ) 85.00 S68°1 7 ' 5 6 " W (S68° 3 1 ' W ) 52.0 0 N72° 1 6 ' 0 4 " W (N72 ° 0 3 ' W ) (S 2 6 ° 2 0 ' W 2 1 0 . 5 ) S2 6 ° 0 6 ' 5 6 " W 2 1 0 . 4 1 (S O U T H ) S 0 0 ° 1 3 ' 0 4 " E 8 8 6 . 0 0 9 0 ° 0 ' 0 " (256)255.98 934.63(935) N89°46'56"E (EAST) 40 40 40 40 40 4 0 4 0 E'RLY LINE OF PREMISES PER REGISTER OF DEEDS OF RAMSEY COUNTY, MINNESOTA BOOK 1454 OF DEEDS, PAGE 213 HIGHWAY EASEMENT PER DOC. NO. 196236 43 48 43 71 43 55 43 55 43 55 43 88 NATURAL GAS DIST. EASEMENT PER DOC. NO. 2609371 NATURAL GAS DIST. EASEMENT PER DOC. NO. 2609371 5 5 5 5 5 5 5 EX C E P T I O N ROAD EASEMENT PER DOC. NO. 4016503 ROAD EASEMENT PER DOC. NO. 4016503 ROAD EASEMENT PER DOC. NO. 4016503 DA N I E L ' S F A R M R O A D COUNTY ROAD E EAST O E O E OE OE O E O E OE OE OE OE O E OE OE OE OE OE OE OE OE OE OE O E OE OE O E OE OE OE OE OE OE O E > I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I >>>>> >>>>>>>>>>> UC UC UC UC UC UC UC UC COUNTY ROAD E EAST WET WE T W E T W E T WET WET WET WET WET WET W E T W E T W E T W E T W E T WETW E T WET W E T W E T W E T W E T W E T WET WE T W E T WE T WET W E T > > > O E OE O E OE O E OE OE (N O R T H ) N 0 0 ° 0 8 ' 5 5 " W 8 5 7 . 2 7 524.85 (524.59) POINT A 191.26 (191)N89°48'38"E 709.33(EAST 709.07) 87° 3 8 ' 1 3 " S 0 2 ° 3 3 ' 0 9 " E 3 3 8 . 4 6 S0 0 ° 0 8 ' 5 5 " E 5 1 9 . 0 0 (EAST) S89°46'56"W 126.71 PARALLEL WITH SOUTH LINE PA R A L L E L W I T H EA S T L I N E (N O R T H ) N0 0 ° 0 8 ' 5 5 " W 9 3 . 2 0 55.00 S89°46'56"W (EAST) (S O U T H ) S 0 0 ° 0 8 ' 5 5 " E 1 1 4 . 2 0 PARALLEL WITH SOUTH LINE 29.00 S84°38'15"E (S84°26'50"E) 51 . 0 0 S0 0 ° 0 8 ' 5 5 " E (S 0 0 ° 0 2 ' 3 0 " W ) (N88°35'22"E) N88°23'57"E 89.55 S0 2 ° 3 7 ' 2 7 " E 4 4 6 . 7 4 PARALLEL WITH EAST LINE POINT OF BEGINNING HIGHWAY EASEMENT PER DOC. NO. 1962886 EXISTING PROPERTY LINE PROPOSED PROPERTY LINE FOUND REBAR LS 60082 FOUND IRON 1/2IN OPEN 2.00 FT W FOUND IRON LS 20281FOUND PINCH TOP 1.4 FT SW FOUND IRON LS 20281 FOUND IRON LS 29281 FOUND IRON 1/2IN ILLEGIBLE FOUND IRON LS 17765 FOUND IRON 1/2IN OPEN 0.6 N TIPPED NE CORNER IN TREE SET MAG NAIL IN BITUMINOUS FOUND IRON LS 17765 FOUND IRON LS 17765 S89°46'56"W 635.35 (N 0 0 ° 0 3 ' 3 0 " E ) S0 0 ° 0 8 ' 5 5 " E 7 7 2 . 8 4 PID NO. 273022340006PID NO. 273022340007 634.41 PID NO. 273022340009 APPROXIMATE WEST LINE OF PID 273022340009 PER RAMSEY COUNTY GIS SEE SURVEY NOTE NO. 7 APPROXIMATE EAST LINE OF PID 273022340006 PER RAMSEY COUNTY GIS SEE SURVEY NOTE NO. 7 EXISTING BUILDING EXISTING BUILDING EXISTING BUILDING EXISTING BUILDING EXISTING BUILDING BUILDING OVERHANG EXISTING BUILDING EXISTING BUILDING 0.6FT WEST OF LINE EXISTING BUILDING 2.6FT EAST OF CORNER EXISTING BUILDING EXISTING BUILDING 11.0FT WEST OF LINE BUILDING CORNER ON LINE BUILDING CORNER 2.4FT NORTH OF LINE 205.5 62.5 51.3 56.9 58.1 FENCING TO BE REMOVED FENCING TO BE REMOVED 185.0 328.2 143.08 PARALLEL WITH THE EAST LINE OF THE SW 1/4 PARALLEL WITH THE SOUTH LINE OF THE SW 1/4 LINE A LINE A POINT OF BEGINNING LINE A 43 . 0 0 72 9 . 8 4 EAST LINE OF 40FT STRIP 77 3 . 7 7 10 2 . 8 7 667.93 RAMSEY COUNTY CAST IRON MONUMENT AT THE SE CORNER OF THE SW 1/4 SEC.27, TWP.30, R.22, RAMSEY COUNTY, MINNESOTA 349.48 RAMSEY COUNTY CAST IRON MONUMENT AT THE SW CORNER OF SEC.27, TWP.30, R.22, RAMSEY COUNTY, MINNESOTA POINT 856.84 FEET NORTH OF THE SOUTH LINE E A S T L I N E O F S W 1 / 4 OF S E C . 2 7 N0 0 ° 0 8 ' 5 5 " W 8 5 6 . 8 4 PROJECT NO. FILE NAME LA N D F O R M 2 0 2 6 c IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE SURVEYOR TO REQUEST ADDITIONAL DOCUMENTS. PROJECT CERTIFICATION Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. DATE ISSUE / REVISION REVIEW CONTACT SURVEYOR FOR ANY PRIOR HISTORY ISSUE / REVISION HISTORY GRIES ARCHITECTURAL GROUP, INC. APPLE FORD GEM LAKE, MINNESOTA GAG26002 MINOR SUBDIVISION VEBKGAG002 LLA.dwg FIRST ISSUE JGL07 AUG 2026 DRAFTER TRK NORTH 0 60 120 I hereby certify that this survey, plan, or report was prepared by me or under my direct supervision and that I am a duly Licensed Land Surveyor under the laws of the state of Minnesota. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. License No. 58896 Date: Jerrod Gustavus LeSavage 2026-08-07 >> IRON MONUMENT FOUND STORM SEWER UNDERGROUND ELECTRIC UNDERGROUND COMMUNICATIONS CONCRETE CURB STORM MANHOLE STORM CATCH BASIN AIR CONDITIONER 1/2" x 14" IRON PIPE SET SS ST SANITARY MANHOLE BOLLARD LIGHT POLE FENCING TREE DRIP LINE FLARED END SECTION CONCRETE SURFACE BUILDING GUY WIRE TRAFFIC SIGN CAST IRON MONUMENT E E HH TB HAND HOLE TELEPHONE PEDESTAL ELECTRIC METER ELECTRIC MANHOLE TELEPHONE POLE EXISTING DESCRIPTION SITE SYMBOLS X UE UC OVERHEAD ELECTRICOE GAS METERG AC GUY SGLP SIGNAL POLE SHEET 02 OF 02 CLIENT EXISTING DESCRIPTION DELINEATED WETLANDWET SEE SURVEY NOTE 6. EXISTING PID NO. 273022340007 – 19.561 ACRES GROSS AREA That part of the Southwest Quarter of Section 27, Township 30, Range 22, Ramsey County, Minnesota, described as follows: Beginning at a point on the South line of said Southwest Quarter, distant 874.07 feet west of the Southeast corner of said Southwest Quarter; thence North 00 degrees 03 seconds 30 seconds East a distance of 443.00 feet; thence west, parallel with said South line of the Southwest Quarter, for a distance of 560 feet, more or less, to the northerly extension of the center line of Internation al Drive (being a line lying 30 feet westerly of, and parallel with, the West line of Lot 3, Block 1, VADNAIS HEIGHTS SPORTS COMPLEX, according to the recorded plat thereof); thence southerly along said extended center line for a distance of 443 feet to said South line of the Southwest Quarter; thence east along said South line for a distance of 562 feet, more or less, to the point of beginning. AND That part of the Southwest Quarter of Section 27, Township 30, Range 22, Ramsey County, Minnesota, described as follows: Commencing at a point on the South line of said Southwest Quarter, distant 874.07 feet west of the Southeast corner of said Southwest Quarter; thence North 00 degrees 03 minutes 30 seconds East a distance of 443.00 feet to the point of beginning of that parcel of land to be described: thence continuing North 00 degrees 03 minutes, 30 seconds East a distance of 696.59 feet more or less to the Southerly line of premises described in deed recorded in the office of the Register of Deeds of Ramsey County, Minnesota in Book “1453” of Deeds, Page 152, thence Westerly along the Southerly line of premises described in Book “1453” of Deeds, Page 152, and said line extended to the Easterly line of premises described in Deed recorded in the office of the Register of Deeds of Ramsey County, Minnesota, in Book “1454” of Deeds, Page 213; thence South 50 degrees 50 minutes West, a distance of 46.61 feet; thence South 68 degrees 31 minutes West, a distance of 85 feet; thence North 72 degrees 03 minutes West, a distance of 52 feet; thence South 26 degrees 20 minutes West a distance of 210.5 feet; thence South at right angles to the South line of said Southwest Quarter a distance of 886 feet to the South line of said Southwest Quarter, thence East along the South line of said Southwest Quarter a distance of 256 feet more or less, to the northerly extension of the center line of International Drive (being a line lying 30 feet westerly of, and parallel with the West line of Lot 3, Block 1, VADNAIS HEIGHTS SPORTS COMPLEX, according to the recorded plat thereof); thence no rtherly along said extended center line for a distance of 443.00 feet; thence east, parallel with said South line of the Southwest Quarter, for a distance of 560 feet, more or less, to the point of beginning. Excepting therefrom a 40 foot strip of land, the Westerly and Northerly line of which is described as follows: beginning at a point on the South line of said Southwest Quarter of said Section 27 distant 935 feet East of the Southwest Corner of said Section 27; thence North at right angles to said South line 886 feet; thence North 26 degrees 20 minutes East 210.5 feet; thence South 72 degrees 03 minutes East 52 feet; thence North 68 degrees 31 minutes East, 85 feet; thence North 50 degrees 50 minutes East to the extended South line of premises described in said Book “1453” Deeds, Page 152. Together with an easement for road purposes, in common with others, over and across the last above described 40 foot strip of land. Abstract Property EXISTING PID NO. 273022340006 AND 273022340009 – 7.614 ACRES GROSS AREA That part of the Southwest Quarter of Section 27, Township 30 North, Range 22 West, Ramsey County, Minnesota, described as follows: Beginning at a point on the South line of said Southwest Quarter, distant 349.48 feet West of the Southeast corner thereof; thence continue West on the South line of said Southwest Quarter a distance of 524.59 feet; thence North parallel with the East line of said Southwest Quarter a distance of 857.27 feet to a point hereinafter known as Point “A”; thence East a distance of 191 feet on a line which passes through a point 709.07 feet Easterly of aforesaid Point “A” and 856.84 feet North of the South line of said Southwest Quarter as measured along the East line thereof; thence deflect to the right on an angle of 87 degrees 38 minutes 13 seconds and to a point distant 519 feet North of the South line of said Southwest Quarter as measured along the East line thereof; thence East parallel with the South line of said Southwest Quarter a distance of 126.71 feet; thence North parallel with the East line of said Southwest Quarter a distance of 93.20 feet; thence East parallel with the South line of said Southwest Qu arter a distance of 55 feet; thence South parallel with the East line of said Southwest Quarter a distance of 114.20 feet; thence South 84 degrees 26 minutes 50 seconds East a distance of 29 feet; thence South 0 degrees 2 minutes 30 seconds West (assumed bearing) parallel with the East line of said Southwest Quarter a distance of 51 feet; thence North 88 degrees 35 minutes 22 seconds East a distance of 89.55 feet; thence Southerly to the point of beginning. Abstract Property PROPOSED PID NO. 273022340007 – 11.271 ACRES GROSS AREA That part of the Southwest Quarter of Section 27, Township 30, Range 22, Ramsey County, Minnesota, described as follows: Beginning at a point on the South line of said Southwest Quarter, distant 874.07 feet west of the Southeast corner of said Southwest Quarter; thence North 00 degrees 03 seconds 30 seconds East, parallel with the east line of the Southwest Quarter a distance of 1139.59 feet more or less to the Southerly line of premises described in deed recorded in the office of the Register of Deeds of Ramsey County, Minnesota in Book “1453” of Deeds, Page 152, thence Westerly along the Southerly line of premises described in Book “1453” of Deeds, Page 152, and said line extended to the Easterly line of premises described in Deed recorded in the office of the Register of Deeds of Ramsey County, Minnesota, in Book “1454” of Deeds, Page 213; thence South 50 degrees 50 minutes West, a distance of 46.61 feet; thence South 68 degrees 31 minutes West, a distance of 85 feet; thence North 72 degrees 03 minutes West, a distance of 52 feet; thence South 26 degrees 20 minutes West a distance of 210.5 feet; thence South at right angles to the South line of said Southwest Quarter a distance of 886 feet to the South line of said Southwest Quarter, thence East along the South line of said Southwest Quarter a distance of 817.48 feet to the point of beginning. Excepting therefrom a 40 foot strip of land, the Westerly and Northerly line of which is described as follows: beginning at a point on the South line of said Southwest Quarter of said Section 27 distant 935 feet East of the Southwest Corner of said Section 27; thence North at right angles to said South line 886 feet; thence North 26 degrees 20 minutes East 210.5 feet; thence South 72 degrees 03 minutes East 52 feet; thence North 68 degrees 31 minutes East, 85 feet; thence North 50 degrees 50 minutes East to the extended South line of premises described in said Book “1453” Deeds, Page 152. All lying westerly and southerly of Line A described as follows: Commencing at a point on the South line of said Southwest Quarter, distant 874.07 feet west of the Southeast corner of said Southwest Quarter; thence westerly 143.08 feet along said south line to the point of beginning of said Line A to be described; thence North 00 degrees 03 minutes 30 seconds East, parallel with the East line of said Southwest Quarter, a distance of 772.84 feet; thence west, parallel with said south line of the Southwest Quarter a distance of 635.35 feet, more or less, to the east line of said 40 foot strip thereof and said Line A there terminating. Together with an easement for road purposes, in common with others, over and across the last above described 40 foot strip of land. PROPOSED PID NO. 273022340006 AND 273022340009 – 15.904 ACRES GROSS AREA That part of the Southwest Quarter of Section 27, Township 30, Range 22, Ramsey County, Minnesota, described as follows: Beginning at a point on the South line of said Southwest Quarter, distant 874.07 feet west of the Southeast corner of said Southwest Quarter; thence North 00 degrees 03 seconds 30 seconds East, parallel with the east line of the Southwest Quarter a distance of 1139.59 feet more or less to the Southerly line of premises described in deed recorded in the office of the Register of Deeds of Ramsey County, Minnesota in Book “1453” of Deeds, Page 152, thence Westerly along the Southerly line of premises described in Book “1453” of Deeds, Page 152, and said line extended to the Easterly line of premises described in Deed recorded in the office of the Register of Deeds of Ramsey County, Minnesota, in Book “1454” of Deeds, Page 213; thence South 50 degrees 50 minutes West, a distance of 46.61 feet; thence South 68 degrees 31 minutes West, a distance of 85 feet; thence North 72 degrees 03 minutes West, a distance of 52 feet; thence South 26 degrees 20 minutes West a distance of 210.5 feet; thence South at right angles to the South line of said Southwest Quarter a distance of 886 feet to the South line of said Southwest Quarter, thence East along the South line of said Southwest Quarter a distance of 817.48 feet to the point of beginning. Excepting therefrom a 40 foot strip of land, the Westerly and Northerly line of which is described as follows: beginning at a point on the South line of said Southwest Quarter of said Section 27 distant 935 feet East of the Southwest Corner of said Section 27; thence North at right angles to said South line 886 feet; thence North 26 degrees 20 minutes East 210.5 feet; thence South 72 degrees 03 minutes East 52 feet; thence North 68 degrees 31 minutes East, 85 feet; thence North 50 degrees 50 minutes East to the extended South line of premises described in said Book “1453” Deeds, Page 152. All lying easterly and northerly of Line A described as follows: Commencing at a point on the South line of said Southwest Quarter, distant 874.07 feet west of the Southeast corner of said Southwest Quarter; thence westerly 143.08 feet along said south line to the point of beginning of said Line A to be described; thence North 00 degrees 03 minutes 30 seconds East, parallel with the East line of said Southwest Quarter, a distance of 772.84 feet; thence west, parallel with said south line of the Southwest Quarter a distance of 635.35 feet, more or less, to the east line of said 40 foot strip thereof and said Line A there terminating. Together with an easement for road purposes, in common with others, over and across the last above described 40 foot strip of land. AND That part of the Southwest Quarter of Section 27, Township 30 North, Range 22 West, Ramsey County, Minnesota, described as follows: Beginning at a point on the South line of said Southwest Quarter, distant 349.48 feet West of the Southeast corner thereof; thence continue West on the South line of said Southwest Quarter a distance of 524.59 feet; thence North parallel with the East line of said Southwest Quarter a distance of 857.27 feet to a point hereinafter known as Point “A”; thence East a distance of 191 feet on a line which passes through a point 709.07 feet Easterly of aforesaid Point “A” and 856.84 feet North of the South line of said Southwest Quarter as measured along the East line thereof; thence deflect to the right on an angle of 87 degrees 38 minutes 13 seconds and to a point distant 519 feet North of the South line of said Southwest Quarter as measured along the East line thereof; thence East parallel with the South line of said Southwest Quarter a distance of 126.71 feet; thence North parallel with the East line of said Southwest Quarter a distance of 93.20 feet; thence East parallel with the South line of said Southwest Quarter a distance of 55 feet; thence South parallel with the East line of said Southwest Quarter a distance of 114.20 feet; thence South 84 degrees 26 minutes 50 seconds East a distance of 29 feet; thence South 0 degrees 2 minutes 30 seconds West (assumed bearing) parallel with the East line of said Southwest Quarter a distance of 51 feet; thence North 88 degrees 35 minutes 22 seconds East a distance of 89.55 feet; thence Southerly to the point of beginning. Minnesota Wetland Conservation Act Technical Evaluation Panel Form TEP Form Template provided by MN Board of Water & Soil Resources – 10/13/2025 Local Government Unit: Vadnais Lake Area WMO County: Ramsey Landowner/Applicant Name: Landform Professional Services Project Location/Name: 1491 County Rd E / 5.2026 Meeting Type (check all that apply): ☐ In-Person, not onsite. Specify Date(s): ☒ Onsite Review. Specify Date(s): 6/24/2026 ☐ Electronic Exchanges (email, zoom, teams, etc.) ☐ Other. Specify: [insert] Purpose: ☐ Pre-Application Review ☒ Application Review (related to WCA decision) ☐ Local Government Road Wetland Replacement Program Eligibility ☐ Other. Specify: [insert] Findings and Recommendations: TEP met onsite with delineator to review 7 wetlands, 3 areas showing wet signature and 1 suspicious area (SP2-2up) within the 33.57 acre project site. TEP determined the 3 wet signature areas were Non-Wetland per decision matrix and onsite review. TEP agreed suspicious area (SP2-2up) was non wetland due to lack of vegetation indicators. TEP had no changes to wetlands 1, 3, 4, and 5. TEP requested that the southwest portion of wetland 2’s boundary be pulled out to include area of hydric vegetation and to include a data sheet for that area. TEP also requested that the lower southwest side of wetland 2 be pulled out to more closely follow the 964 contour line. TEP requested the northern portion of wetland 6’s boundary be moved out to follow hydric vegetation line. TEP requested the lower west portion of wetland 7 be extended if not determined to be incidental through aerial review. Delineator will make these requested changes and send a revised delineation. Attachments (if applicable): [insert] Public Waters/Shoreland (check all that apply): ☐ Project/Activity may affect Public Waters ☐ Project/Activity may occur within a shoreland protection zone Signatures LGU TEP Member: Name: Brian Corcoran Date signed: 6/29/2026 Signature: ☒ I agree with Findings and Recommendations ☐ I disagree with Findings and Recommendations Comments (optional): [insert] SWCD TEP Member: Name: Phoebe Brown Date signed: Signature: ☐ Not applicable, SWCD and LGU TEP member are the same ☐ I agree with Findings and Recommendations ☐ I disagree with Findings and Recommendations Comments (optional): [insert] 6/29/2026 Notice of Application Template provided by MN Board of Water & Soil Resources – 9/17/2025 BWSR TEP Member: Name: Ben Meyer Date signed: Signature: ☐ I agree with Findings and Recommendations ☐ I disagree with Findings and Recommendations Comments (optional): [insert] DNR TEP Member: Name: [insert] Date signed: [insert] Signature: [insert] ☐ I agree with Findings and Recommendations ☐ I disagree with Findings and Recommendations Comments (optional): [insert] 6/29/26 Minnesota Wetland Conservation Act NOTICE OF DECISION Notice of Decision Template provided by MN Board of Water & Soil Resources – 10/13/2025 Date this Notice was sent: 7/14/26 Local Government Unit: Vadnais Lake Area WMO County: Ramsey Applicant and (if applicable) Applicant’s Representative: Mary Clare McAleer - Kjolhaug Project Name/Number: 1491 County Rd E / 5.2026 Type of Decision (check all that apply): Note: Boundary/type, sequencing, replacement plan, and bank plan decisions require an associated notice of application prior to the decision being made. ☒ Boundary/Type ☐ Sequencing (submitted separately from a replacement plan) ☐ Replacement Plan ☐ Bank Plan ☒ Exemption Identify which exemption by Rule or Statute Citation: [8420.0415 – (A) incidental] ☐ No-Loss Identify which provision by Rule or Statute Citation: [] Decision: Note: All replacement plan approvals are conditional upon confirmation from BWSR of withdrawal of specified credits and/or financial assurance received for project- specific replacement. ☐ Denied ☒ Approved. Valid for ☒ 5 yrs (default); ☐ Other. Specify: [insert] ☐ Approved with Conditions List Conditions: [insert] Valid for ☐ 5 yrs (default); ☐ Other. Specify: [insert] LGU Representative Name & Signature: Brian Corcoran Decision Timeline An LGU must approve or deny a request within 60 days of receiving a complete application per MINN. STAT. § 15.99. Date Complete Application Received: 5/29/26 Date of Decision: 7/14/26 If applicable, date of written extension to 60-day decision timeline & number of days extended: Reason for Extension (check one): [insert] ☐ Other process or decision required to occur before WCA decision. Describe: [insert] ☐ Additional information and/or revision to application submitted. ☐ Applicant request. ☐ Other. Describe: [insert] Notice of Decision Template provided by MN Board of Water & Soil Resources – 10/13/2025 Date & number of days extended for any additional written extensions agreed to by the applicant: [insert] Decision Summary Technical Evaluation Panel Recommendation (check one): ☐ No recommendation ☒ Approval or approval with conditions (TEP FOF attached) ☐ Denial (attach recommendation) LGU Findings (check all that apply): ☒ Findings attached ☒ Findings: [Summary: Approved 7 wetland boundaries and types after revisions from 6/24/2026 on site TEP meeting. 3 areas showing wet signature and 1 suspicious area (SP2-2up) were determined to be non wetland. The southwest portion of wetland 7 was determined to be incidental wetland created in upland and was verified through aerial photos from the 1990’s showing healthy pines planted through the road ditch/incidental portion of wetland 7. Revised delineation attached. ☒ Other attachments. Specify: revised delineation For Replacement Plan Decisions Only: Total wetland impacts requiring replacement (acres): [insert] Type of wetland replacement (check all that apply): ☐ Project-Specific. Number of Credits: [insert] ☐ Banking. Number of Credits by Bank Account #: [insert] Notice Distribution Notice Recipients (check all that apply): ☒ SWCD TEP Member (if different from LGU): Phoebe Brown ☒ BWSR TEP Member: Ben Meyer ☒ DNR Representative: Dan Scollan ☐ Watershed District or WMO (if applicable): [insert] ☐ bank.administrator.bwsr@state.mn.us (Bank Plan Decisions Only) ☐ Applicant: ☒ Applicant’s Representative (if applicable): Mary Clare McAleer ☐ Members of the Public Requesting Notices (if applicable): [insert] ☐ Others: [insert] Appeal Process Appeal Process (check one): ☐ Local Appeal Process (if established). Specify How to Appeal: [insert] ☒ Board of Water & Soil Resources (see instructions below) If there is no established Local Appeal Process indicated above, an appeal of this decision may be made to BWSR per the instructions to the right. Mail or email written request to appeal sent to BWSR within 30 days of date this notice was sent. Include copy of this notice, name and contact information of appellant(s) and their representative(s) (if applicable), a statement clarifying intent to appeal, and supporting information as to why the decision is in error. Mail check payable to MN Board of Water & Soil Resources for $500. Send to: Notice of Decision Template provided by MN Board of Water & Soil Resources – 10/13/2025 Note: Decisions are not final until the 30-day appeal window ends. Appeals & Regulatory Compliance Coordinator Minnesota Board of Water & Soil Resources 520 Lafayette Road North St. Paul, MN 55155 travis.germundson@state.mn.us. Engineers | Architects | Planners | Scientists Short Elliott Hendrickson Inc., 3535 Vadnais Center Drive, St. Paul, Minnesota 55110-5196 SEH is 100% employee-owned | sehinc.com | 651.490.2000 | 800.325.2055 | 888.908.8166 fax MEMORANDUM TO: Andrew Boucher, Community Planner FROM: Justin Gese, PE City Engineer Dustin Cesafsky, Engineering Specialist Emily Jennings, PE Water Resources Engineer DATE: August 25, 2026 RE: Apple Ford White Bear Lake – Development Submittal 8/10/26 Review Comments SEH No. GEMLK 171858 14.00 Below are our initial review comments for the Apple Ford Development information that was submitted on 8/10/26. If you have any further questions, please arrange a follow-up meeting with the City, the Developer, and their engineer to address any questions you have pertaining to the comments. Submittal Comments: General Site comments 1. Provide water service connection after the hydrant tee near County Rd. E with 10”x8” reducer. Install a new gate valve near the right of way. 2. Call out tip out curb throughout grading plan. 3. Provide paving section information throughout the site along with GE values. 4. Provide review acceptance letter from MnDOT, Ramsey County, Vadnais Heights, Fire Department, and MN Dept. of Health. Stormwater comments 5. Coverage under the MPCA’s Construction Stormwater (CSW) General Permit must be obtained prior to any land disturbing activities. 6. Provide documentation from Ramsey Washington Metro Watershed District that the project is not within their jurisdiction given that that the project is located right on the boundary and some drainage appears to flow south, outside of the VLAWMO area. 7. Prepare an Erosion and Sediment Control Plan and SWPPP Consistent with the MPCA’s CSW Permit and Gem Lake City Code Section 22 8. Include tabulated data in the Stormwater Plan identifying the following (in acres): a. Disturbed Area b. New Impervious Area c. Fully Reconstructed Impervious Area d. Required Water Quality Volume 9. Ensure all pipes have adequate capacity for 10-year runoff. 10. Describe pre-treatment. Note that per Gem Lake City Code Section 22.2.3.6 all permanent stormwater management facilities with discharge points to wetlands must include pre-treatment. 11. Describe energy dissipation at outfalls to ponding areas and discharge points. 12. HydroCAD reports and Pond Design Worksheet have inconsistent drainage areas. Revise as appropriate. August 25, 2026 Page 2 13. Provide additional narrative, plan information, and details on the underground stormwater chamber system. The stormwater plan refers to this as ‘underground detention basin with filtration’. As presently shown, it does not appear to meet the minimum depth requirements for detention as listed in the CSW Permit and it is unclear why the Pond Design Worksheet does not show the discharge rate for water quality volume. The ‘underground ponding system’ detail does not seem to support filtration through the entire section. 14. Submit information consistent with the requirements of per Gem Lake City Code Section 22.2.5. 15. Submit entire WCA Notice of Decision (including attachments) so compliance can be verified. Attachments: City of Vadnais Heights_Apple Ford Review Memo_08.07.26 - Fire Apparatus Turning Details MnDOT Review S25-047 Apple Auto Group 1-12-26 DJC X:\FJ\G\GEMLK\Common\2026 Apple Ford Dev\Apple Ford SEH Review Memo_8-28-26.docx Nolan W. Wall, AICP The City of Vadnais Heights Planning/Community Development Director 800 East County Road E Vadnais Heights, MN 55127 651.204.6027 Phone 651.204.6100 Fax nolan.wall@cityvadnaisheights.com Apple Ford Project – City of Vadnais Heights Comments Page 1 Memorandum: TO: City of Gem Lake FROM: Nolan Wall, Planning/Community Development Director DATE: August 7, 2026 SUBJECT: Apple Ford Project Public Utility Comments City staff have reviewed the preliminary plans and have the following comments to be incorporated into the City of Gem Lake’s conditions of approval for this project: 1. The City of Vadnais Heights requires plumbing permits and inspections for the proposed public water connection. 2. Ramsey County may require right-of-way permits, and copies must be submitted with the plumbing permit applications. 3. Public water connections must include separate meters for billing purposes. These connections may include separate metering for domestic, irrigation, fire protection and car wash uses. 4. Because of the ongoing White Bear Lake water level litigation, the proposed car wash facility must include a water-recycling system. Please provide details on the recycling rate for further review and comment. 5. Final plans should include the required DIP reducer and DIP sleeve at the planned connection to the City’s watermain. 6. Please submit any revised plans prepared for final approval so the City of Vadnais Heights can review and comment on them. cc/ec: Jim Hauth, Public Works Direction (jim.hauth@cityvadnaisheights.com) Scott Haupt, Consulting City Engineer (shaupt@sehinc.com) Nick Ousky, Senior Engineering Technician (nick.ousky@cityvadnaisheights.com) Attachments: • Record plans • Standard watermain specifications Water Distribution Systems VADNA 33 11 00 - 1 SECTION 33 11 00 WATER DISTRIBUTION SYSTEMS PART 1 GENERAL 1.01 SUMMARY A. Section Includes: 1. Water main pipe and fittings. 2. Valves and boxes. 3. Hydrants. 4. Services. 5. Insulation. 6. Replace bolts and box on water main valve. 7. Gate valve box replacement. 8. Remove and replace hydrant and lead to main and add 6” gate valve & box. B. Related Sections: 1. Section 31 23 33 - Trench Excavation and Backfill C. Method of Measurement: 1. Water Main: a. Measure by distance in linear feet. b. Measure along pipe axis with no deduction for fittings or valves. c. Measure in the horizontal plane unless pipe grade exceeds 15 percent. 2. Fittings: a. Measure by weight in pounds. 1) Meet AWWA C153 requirements or approved equal by Engineer. 3. Valves and Boxes: Measure valve and box of each size and type as a unit. 4. Wet tap valve and Box: a. Measure valve box and tap of each size and type as a unit. b. Price includes all labor, materials, and necessary appurtenances to provide wet tap, valve and box. 5. Hydrants: a. Measure hydrants of each size and type as a unit. b. Unit includes installation of hydrant, base, blocking, and crushed rock. 6. Corporation Stops: Measure Corporation Stops of each size and type as a unit. 7. Curb Stops and Boxes: Measure curb stops and boxes of each size and type as a unit. 8. Service Pipe: a. Measure by distance in linear feet. b. Measure each size separately. c. Measure from center of water main to center of curb stop plus 1-foot for slack. 9. Connect to existing water main: a. Measure each connection as a unit. b. Price includes all labor, fittings, materials and necessary appurtenances to connect to existing water main. c. Will not be paid at locations where wet taps are performed. 10. Thrust and joint restraints are considered incidental and no compensation will be made. 11. Insulation: Measure by area of specified thickness. 12. Adjust Valve Box - Water: a. Measure each gate valve box to be adjusted as a unit. b. Price includes all labor, materials, base course patching, and necessary appurtenances to adjust gate valve box to finished elevation. 13. Replace Bolts & Box on Water Main Valve: a. Measure each gate valve to be repaired as a unit. b. Price includes all labor, materials, excavation, backfill, removal of existing valve box, and necessary appurtenances to remove and replace MJ bolts on valve, remove and replace all Water Distribution Systems 33 11 00 - 2 VADNA bonnet, and body gland bolts with stainless steel bolts, furnish and install geotextile fabric and drain rock, furnish and install a new gate valve box, and adjusting to finished elevations. c. Replacement backfill will be measured separately and installed as directed by Engineer. d. Complete bolt replacement on all specified gate valves prior to beginning any hydrant work on a particular street. 14. Gate Valve Box Replacement a. Measure each gate valve with existing stainless steel bolts where only the valve box is replaced as a unit. 1) Excavate and field verify condition and material of bolts on all gate valves as shown in Plans or as directed by the Engineer. 2) Only replace valve box at gate valves with existing stainless steel bolts, unless otherwise directed. 3) Bolt and valve box replacement of existing gate valves without stainless steel bolts shall be paid under Replace Bolts & Box on Water Main Valve. b. Price includes all labor, materials, excavation, backfill, removal of existing valve box, and necessary appurtenances, removal and replacement of bonnet, furnish and install geotextile fabric and drain rock, furnish and install a new gate valve box, and adjusting to finished elevations. c. Replacement backfill will be measured separately and installed as directed by Engineer. 15. Remove and Replace Hydrant and Lead to Main & Add 6” Gate Valve & Box. a. Measure each hydrant, gate valve and box, and DIP water main lead as a unit. b. Price includes all labor, materials, excavation, backfill, and necessary appurtenances to salvage and deliver hydrant to City shop, removal of water main hydrant lead pipe to the water main tee, and furnishing and installing all necessary items for new hydrant, 6” gate valve and box, 6” DIP water main hydrant lead pipe, and all pipe ties, fittings, blocking, geotextile fabric, drain rock, and all other items included on the plan details. c. Replacement backfill will be measured separately and installed as directed by Engineer. 16. Operation of Valves a. Upon completion of water main work, Contractor is responsible for ensuring that all valves within the project area are fully operational, regardless of type of work performed at each valve. b. Engineer and/or City staff shall be present for operation of all valves. c. Operation of all valves within the project area shall be considered incidental and no direct payment will be made. 17. Zinc Anode Caps a. No measurement will be made for furnishing and installing zinc anode caps. D. Basis of Payment: 1. Payment for acceptable quantities of water main and appurtenances shall be at the Contract Unit Price as listed on the Bid Form. Zinc anode caps shall be furnished and installed on all water main fittings and shall be considered incidental. All associated Work items noted above or shown in the Plans shall be considered incidental. 1.02 REFERENCES A. ASTM: 1. A126 - Gray Iron Castings for Valves, Flanges, and Pipe Fittings 2. A536 - Ductile Iron Castings 3. B88 - Seamless Copper Water Tube 4. B152 - Copper Sheet, Strip, Plate, Rolled Bar 5. B418 - Cast and Wrought Galvanic Zinc Anodes 6. D429 - Tests for Rubber Adhesion to Rigid Surfaces 7. D2842 - Test for Water Absorption of Rigid Cellular Materials 8. D1248 - Polyethylene Plastics Extrusion Materials for Wire and Cable 9. F593 - Stainless Steel Bolts, Hex Cap Screws, and Studs 10. F594 - Stainless Steel Nuts B. AWWA: 1. C105 - Polyethylene Encasement for Ductile -Iron Pipe Systems Water Distribution Systems VADNA 33 11 00 - 3 2. C150 - Thickness Design of Ductile Iron Pipe 3. C151 - Ductile-Iron Pipe, Centrifugally Cast for Water or other Liquids 4. C153 - Ductile-Iron Compact Fittings for Water Service 5. C502 - Dry-Barrel Fire Hydrants 6. C504 - Rubber-Seated Butterfly Valves 7. C509 - Resilient-Seated Gate Valves for Water Supply Service 8. C515 - Reduced-Wall, Resilient-Seated Gate Valves, for Water Supply Service 9. C600 - Installation of Ductile Iron Water Mains and their Appurtenances 10. C800 - Underground Service Line Valve and Fittings C. CEAM: 1. 2611 – Standard Specifications for Watermain and Service Line Installation 1.03 SUBMITTALS A. Submit Certificate of Compliance for products listed under Article 1.04. B. Submit proposed method of joint conductivity. C. Submit plan for temporary water, if applicable. 1.04 QUALITY ASSURANCE A. Provide Certificates of Compliance from the manufacturer certifying that the following products meet the respective requirements listed in Article 1.02: 1. Hydrants 2. Gate Valves 3. Ductile Iron Pipe 4. Ductile Iron Fittings 5. Water Service Pipe 6. Galvanic Zinc Anodes 1.05 DELIVERY, STORAGE, AND HANDLING A. Inspection: 1. Inspect all pipe and products during the unloading process. 2. Notify Engineer of any cracked, flawed or otherwise defective products. 3. Remove all products found to be defective by the Engineer from the Site. B. Handling and Storage: Handling and storage of products shall be in accordance with Section 2.2 of AWWA C600. PART 2 PRODUCTS 2.01 WATER MAIN PIPE A. Ductile Iron: AWWA C151. B. Cement-Mortar Lining: AWWA C104. C. Thickness Class: 52. D. Joints: Push-On. E. Joint Conductivity: 1. Conductive gaskets as manufactured by American Ductile Iron Pipe Co. 2. Field Application Methods: a. Burndy - Thermoweld by Burndy Corp., Norwalk, Connecticut. b. Cadweld by Erico Products Co., Cleveland, Ohio. Water Distribution Systems 33 11 00 - 4 VADNA 3. Copper Jumpers: a. Minimum 1/16-inch by 1/2-inch wide flat copper strip. b. Annealed round copper wire conforming to ASTM B152, Type DHP. 4. Nuts and Bolts: Silicon Bronze. F. Polyethylene Encasement – see below 2.02 FITTINGS A. Ductile Iron: AWWA C153. B. Cement-Mortar Lining: AWWA C104. C. Finish: 1. Protective coatings: a. Fusion-bonded epoxy coating: 1) AWWA C116. 2) Exterior and interior surfaces. 3) Thickness: 6-8 mils. D. Joints: Mechanical with ASTM F593 and F594 type 304 Stainless Steel bolts and nuts. 2.03 VALVES AND BOXES A. Gate Valves: 1. Resilient Seated: AWWA C515. 2. Working Pressure: 200 psi. 3. Ends: Mechanical Joint with ASTM F593 and F594 type 304 Stainless Steel bolts and nuts. 4. Operating Stem: Non-Rising with O-ring Seals. 5. Operating Nut: 2-inch Square, Open Left. 6. Markings to be cast on the bonnet or body: a. Open indicating arrow. b. Manufacturer’s name. c. Pressure rating. d. Year of manufacture. e. Size. 7. Disc: a. 316 stainless steel edge b. 3-inch thru 24-inch: ASTM A126 Class B Cast Iron c. 30-inch and larger: ASTM A536 Ductile Iron 8. Seat: a. 3-inch through 20-inch: Bond to body per ASTM D429, Method B. b. 24-inch and larger: Retain in body without use of metal retainers. 9. Operator: a. Traveling nut actuator b. Open left. 10. Markings to be cast on the body: a. Open indicating arrow. b. Manufacturer’s name. c. Class. d. Year of manufacture. e. Size. B. Boxes: 1. Cast Iron, 5-1/4-inch shaft. 2. Vertical, 3 piece, Buffalo type. 3. Box length to provide for 7.5 feet of pipe cover. 4. Adjustable to 6 inches up or down from standard box length. Water Distribution Systems VADNA 33 11 00 - 5 5. All valves shall have a valve box adapter to keep the box centered on the valve. The adapter shall be as manufactured by “Adaptor, Inc.”, West Allis, Wisconsin, or approved equal. 2.04 HYDRANTS A. Dry Barrel: AWWA C502. B. Waterous Pacer WB67. C. Hose Connections: 2 each at 2-1/2-inch diameter. D. Steamer Connection: 1 each at 4-1/2-inch diameter. E. Threads: National Standard. F. Operating Stem: Open Left with O-ring Seals. G. Traffic flange: 16” minimum unless otherwise approved by the Engineer H. Standpipe: 7-3/8” inside diameter. I. Hub: 6-inch Mechanical Joint with ASTM F593 and F594 type 304 Stainless Steel bolts and nuts. J. Main Valve Opening: 5-inch diameter. K. Barrel Diameter: 5-inch. L. Drain to operate only when hydrant is closed. M. Bury Depth: 8 feet (ground to bottom of hub). N. Cap Nuts: Pentagon. O. Color: Red according to City of Vadnais Heights color designation. P. Provide permanent markings which indicate: 1. Manufacturer’s name. 2. Year of manufacture. 3. Bury depth. Q. Accessories: 1. Hydrant marker 5’ fiberglass with spring (Red and White). 2.05 SERVICE PIPE A. Copper: ASTM B88. 1. Type: K, Soft. B. SIDR 7 Polyethylene Pipe: CEAM 2611.2.D. C. Polyvinyl chloride pressure pipe: CEAM 2611.2.D. 2.06 CORPORATION STOPS A. Type: Ford F600, A.Y. McDonald 4701B, or approved equal. 1. Inlet: AWWA taper thread. 2. Outlet: Copper flare straight connection. Water Distribution Systems 33 11 00 - 6 VADNA 2.07 CURB STOPS AND BOXES A. Valve: 1. Type: Ford B22-444M, A.Y. McDonald 6104, or approved equal. a. Inlet: Copper flare straight connection. b. Outlet: Copper flare straight connection. B. Box: 1. Type: Ford EM2-80-56-72R, A.Y. McDonald 5614 or approved equal. 2. Minneapolis Pattern, Extension. 3. Length: 8 feet. 4. Adjustable to 6 inches up or down from specified length. 5. Provide stationary rods for all sizes. 2.08 INSULATION A. Rigid, extruded polystyrene board insulation. B. Thermal Resistance (R): 5.0. C. Thickness: 2-inch. D. Board Size: 48-inch by 96-inch. E. Compressive Strength: Minimum 25 psi. F. Water Absorption in accordance with ASTM D2842: 0.1 percent by volume, maximum. G. Edges: Square. 2.09 ENCASEMENT A. Polyethylene Sheet: AWWA C105 Low Density B. Thickness: 8 mil 2.10 GALVANIC ZINC ANODES A. Corrosion inhibiting zinc anode caps in accordance with ASTM-B418-88. PART 3 EXECUTION 3.01 CONSTRUCTION REQUIREMENTS A. Connection to Existing System: 1. Pressure Tap: a. Install tap in location shown on the Drawings. b. Use approved tapping machine designed specifically for tapping under pressure. c. Install tapping sleeve and gate valve as part of assembly. d. Install blocking as required. 2. Cut-In Connection: a. Isolate segment of pipe to be cut and drain water from the line. b. Connect tee and sleeve assembly to pipe ends. c. Install blocking as required. 3. Connect to In-place Fitting: a. Isolate segment of in-place pipe and remove blocking as required. b. Remove plug and drain water from the line. c. Install blocking as required. Water Distribution Systems VADNA 33 11 00 - 7 B. Pipe Installation: 1. Install pipe at the alignment and grade shown on the Drawings. 2. Provide a minimum of 7.5 feet of cover over the pipe. 3. Install appurtenances in the locations shown on the Drawings. 4. Remove all dirt and foreign material from the pipe interior prior to installation. 5. See Section 31 23 33 for pipe foundation and backfill procedures. 6. See Section 31 23 33 in case of conflicts with existing pipes. C. Valve and Box Installation: 1. Verify that subgrade material is adequate to support valve assembly. 2. Install valves with stems vertical and plumb. 3. Install boxes plumb and centered over the valve nut. 4. Verify that box remains plumb and centered during backfill. 5. Adjust box cover to required grade. D. Hydrant Installation: 1. Verify that subgrade material is adequate to support hydrant. 2. Place thrust block, crushed rock and tar paper in accordance with Drawing details. 3. Install and maintain hydrant in a plumb position. 4. Install hydrant such that breakoff flange is at the height specified in the Drawing details in relation to existing ground. E. Joint Conductivity: 1. Provide electrical bond across all joints between pipes and appurtenances. 2. Install copper jumpers by either shop or field applications. 3. Fasten multiple jumper strips with silicon bronze bolts and nuts. 4. Welding: a. Grind surfaces to be welded to remove coating and oxide and to provide clean metal surface. b. Use metallic-arc process for stop applications. c. Use exothermic process for field applications. d. Refinish welded area with protective coating after connection is made. F. Thrust Restraint: 1. Install thrust restraints at all bends, tees and plugs. 2. Concrete Blocking: a. Place between the fitting and undisturbed trench wall. b. Minimum thickness: 12 inches. c. Minimum area in square feet shall be in accordance with the following: Pipe Tee or Plug 1/4 Bend 1/32 and 1/8 Bend 1/16 Bend 6-inch 2.9 3.1 1.6 0.8 8-inch 3.7 5.3 2.9 1.4 10-inch 5.7 8.1 4.4 2.2 12-inch 8.1 13.4 6.6 3.2 16-inch 15.1 21.4 11.6 5.9 20-inch 23.2 30.2 18.1 9.3 24-inch 33.6 48.5 26.1 13.3 d. Size blocking based on the larger main. e. Verify that bolts are accessible after concrete is poured. 3. Timber Blocking: a. Use for temporary blocking only for maximum 8-inch mains. b. Minimum timber size: 4-inch by 4-inch. 4. Restrained Joints: a. Install Megalug joint restraints at all bends, tees, crosses, and valves. b. Megalugs shall be used on all hydrant leads. Water Distribution Systems 33 11 00 - 8 VADNA c. Install in accordance with “Thrust Restraint Design for Ductile Iron Pipe”. G. Service Installation: 1. Corporation Stops: a. Provide watertight connection with approved tapping machine. b. Install under main pressure. c. Place a double wrap of Teflon tape around the threads prior to installation. 2. Copper Service Pipe: a. Install pipe between corporation stop and curb stop with no joints or unions. b. Bury Depth: 7.5 feet. c. Provide minimum 1-foot of slack in the pipe to allow for settlement and movement. 3. Curb Stop and Box: a. Install at the location shown on the Drawings. b. Verify that subgrade material is adequate to support the curb box assembly. c. Install boxes plumb and centered over the tee head. d. Verify that box remains plumb and properly aligned during backfill. e. Adjust box cover to required grade. f. Key all curb stops after backfill to ensure proper operation. g. All proposed water service locations will be stamped in concrete curb and gutter with a “W” perpendicular to the curb stop and box. H. Encasement: 1. Comply with AWWA C105. 2. Wrap all pipe and fittings in the location shown on the Drawings. 3. Clean all surfaces of pipe and appurtenances prior to wrapping. 4. Provide sufficient slack to prevent damage during backfill. 5. Provide minimum 6 inch overlap at joints. 6. Secure overlap and joints with compatible adhesive tape. 7. Repair damaged wrap with tape or polyethylene patch. I. Water Interruption: 1. Provide a minimum of 48-hour notice to the Engineer, and City prior to any water service interruption. a. City will notify homeowners via flyer delivery. 2. Contractor shall limit short-term water service interruption to a maximum of 8 hours or as allowed by Engineer. 3. Temporary water service shall be provided to affected properties for interruptions longer than 8 hours. J. Replace Bolts on Water Main Valve: 1. Locate, excavate and expose all existing valve bolts. 2. Remove existing MJ valve bolts and replace with new stainless steel nuts and bolts. 3. Remove existing valve body gland and bonnet bolts and replace with stainless steel bolts. 4. Install gate valve box per detail in the plans. 5. Backfill and compact native material or install and compact replacement backfill as specified by Engineer. All backfill shall meet requirements in Section 31 23 33. K. Replace Water Main Valve Box: 1. Locate, excavate and expose all existing valve bolts. 2. Verify all existing nuts and bolts are stainless steel. 3. Verify all existing valve body gland and bonnet bolts are stainless steel. 4. Install gate valve box per detail in the plans. 5. Backfill and compact native material or install and compact replacement backfill as specified by Engineer. All backfill shall meet requirements in Section 31 23 33. L. Zinc Anode Caps 1. Furnish and install a minimum of four corrosion-inhibiting zinc anode caps at each gland used on each fitting. Water Distribution Systems VADNA 33 11 00 - 9 3.02 FIELD QUALITY CONTROL A. Perform the following tests upon completion of the system and prior to being placed into service: 1. Pressure and Leakage Test: a. Perform pressure and leakage test in accordance with AWWA C600. b. Test Pressure: 150 psi. c. Test Duration: 2 hours. d. Gage Requirements: 1) Size: 4-1/2-inch dial. 2) Range: 0 to 200 psi. 3) Gradation: 2 psi. 4) Accuracy: 1/2 percent. e. Do not allow pressure to vary more than 5 psi during the test. f. Do not allow pressure to vary more than 2 psi during the last hour of the test. g. Allowable Leakage: One-half of the volume allowed by AWWA C600 in accordance with the following: L = SD√ P 266,400 L = Allowable Leakage in Gallons Per Hour S = Length of Pipe Tested in Feet D = Nominal Diameter of Pipe in Inches P = Average Test Pressure During Test in Pounds/Square Inch (Gage) 2. Testing Services: a. Perform separate pressure and leakage test on the services with the corporation stops open. b. Test Pressure: 100 psi. c. Allowable Leakage: None. d. At Contractor’s option, service testing may be done concurrent with main testing. 3. Electrical Conductivity Test: a. Perform electrical conductivity test to verify that electrical thawing of the system may be accomplished by Owner. b. Test Parameters: 1) Perform test within 1 week after pressure testing. 2) Perform test after back-filling is completed and while line is at normal operating pressure. 3) Test Equipment: low frequency line tracing locator. 4) Test Current: 512 Hz. 5) Test between hydrants in segments of convenient length. c. Procedures: 1) Furnish DC current source, cable and all required equipment of adequate capacity to accomplish the test. 2) Clamp cables to hydrant flange bolts. 3) Conduct test with hydrant in the open position and caps on. 4) Measure current continuously throughout the test with a DC ammeter hooked on a cable lead. 5) Start test at minimum current level and increase to test level. 6) Drain hydrant and tighten caps after test. d. Failure and Correction: 1) Failure of a segment shall be determined by current measurements that are insufficient, intermittent or unsteady. 2) Isolate and correct defective contact points as indicated by failed tests. 3) Retest failed segments after correction. Water Distribution Systems 33 11 00 - 10 VADNA 3.03 DISINFECTION A. Disinfect all newly installed water mains, appurtenances and services in accordance with AWWA C651. 1. Tablet or Continuous Feed Method: a. Hold chlorine solution in pipe for a minimum period of 24 hours. 1) Initial dosage: 50 ppm minimum. 2) Residual dosage after hold period: 10 ppm minimum. B. Flush system within 24 hours after disinfection is completed. C. Sampling and Testing: 1. Sampling and Testing to be performed by an independent third party, and shall not be performed by Contractor’s personnel. 2. After final flushing, obtain 2 sets of samples taken a minimum of 24 hours apart. 3. Each sample set shall include: a. One sample for every 1,200 feet of main. b. One sample at each dead-end. c. Ensure that 1 sample is obtained from each branch of main. d. Minimum sample required: 2 4. Perform coliform tests on each sample. 5. Rechlorinate if any sample tests positive for coliform. END OF SECTION Turning Performance Analysis Tandem Axel Pierce Aerial Ladder Parameters: Inside Cramp Angle: Axle Track: Wheel Offset: Tread Width: Chassis Overhang: Additional Bumper Depth: Front Overhang: Wheelbase: Calculated Turning Radii: Inside Turn: Curb to curb: Wall to wall: Comments: 45 82.92 in. 5.3 in. 17.4 in. 78 in. 7 in. 85 in. 256.5 in. 20 ft. 2 in. 36 ft. 7 in. 40 ft. 11 in. Note: Truck Length is 42' o Curb to Curb turning radius calculated for a 9.00 inch curb. Actual Inside Cramp Angle may be less due to highly specialized options. Notes: 1 Turning Performance Analysis Definitions: Inside Cramp Angle Axle Track Wheel Offset Tread Width Chassis Overhang Additional Bumper Depth Wheelbase Inside Turning Radius Curb to Curb Turning Radius Wall to Wall Turning Radius Maximum turning angle of the front inside tire. King-pin to King-pin distance of the front axle. Offset from the center-line of the wheel to the king-pin. Width of the tire tread. Distance of the center-line of the front axle to the front edge of the cab. This does not include the bumper depth. Depth that the bumper assembly adds to the front overhang. Distance between the center lines of the vehicle's front and rear axles. Radius of the smallest circle around which the vehicle can turn. Radius of the smallest circle inside of which the vehicle's tires can turn. This measurement assumes a curb height of 9 inches. Radius of the smallest circle inside of which the entire vehicle can turn. This measurement takes into account any front overhang due to chassis,bumper extensions and/or aerial devices. 2 18 0 1 5 0 12 0 90 OUTSIDE SWEPT PATH PATH OF FRONT WHEEL INSIDE SWEPT PATH 60 30 STEERING LOCK ANGLE = 41.2 deg. ACHIEVED STEERING ANGLE: 30 deg. SWEEP ANGLE: 20.8 deg. 60 deg. SWEEP ANGLE: 30.7 deg. 90 deg. SWEEP ANGLE: 35.6 deg. 120 deg. SWEEP ANGLE: 38.2 deg. 150 deg. SWEEP ANGLE: 39.6 deg. 180 deg. SWEEP ANGLE: 40.4 deg. 0FT 10FT 20FT 32.4 ft 4 0 . 3 f t 36 . 2 f t 20.7 f t 7.1 ft 21.4 ft 13.5 ft 10.0 ft Metropolitan District Waters Edge Building 1500 County Road B2 West Roseville, MN 55113 An equal opportunity employer MnDOT Metropolitan District, Waters Edge Building, 1500 County Road B2 West, Roseville, MN 55113 January 12, 2026 Andrew Boucher Community Planner TKDA 3311 East Old Shakopee Road Bloomington, MN 55425 Nate Herbst H&R Construction Company 307 East 39th Street South Sioux City, NE 68776 SUBJECT: MnDOT Review # S25-047 Apple Auto Group NW Quad I-94/I-694 & US 169 Jem Lake, Ramsey County Dear Messrs. Boucher and Herbst: Thank you for the opportunity to review the plans for Apple Auto Group. MnDOT has reviewed the documents and has the following comments: Access: MnDOT warrants for a Traffic Impact Study (TIS) will be met with the proposed expansion of the Apple Auto Group facility. It is recommended that the city require the TIS. The TIS should analyze the impacts of converting the current employee restricted access to US 61 to an unrestricted public access. More detailed information may be obtained at: Resources - Access Management - MnDOT. Chapter 8 gives guidance on the TIS process. If you have any further questions, please contact Tod Sherman, Planning Director, at tod.sherman@state.mn.us. Right-of-Way (ROW): The site layout needs to clearly show the MnDOT ROW limits and access control. Please coordinate with MnDOT Surveys (Keith Jakober, 651-775-0970 or keith.jakober@state.mn.us) to obtain line work along US 61. (see illustration below). MnDOT Metropolitan District, Waters Edge Building, 1500 County Road B2 West, Roseville, MN 55113 Questions regarding this comment should be addressed to Chinou Vue, 651-234-7570 or chinou.vue@state.mn.us. Permits: MnDOT will require an access permit for work on access to US 61. Additionally, any other use of, or work within or affecting, MnDOT right of way will require a permit. Permits can be applied for at this site: https://olpa.dot.state.mn.us/OLPA/. Please upload a copy of this letter when applying for any permits. Please direct any permit questions to Jeff Dierberger, Metro Permits at 651-775-0404 or Jeffrey.dierberger@state.mn.us. Review Submittal Options: MnDOT’s goal is to complete reviews within 30 calendar days. Review materials received electronically can be processed more rapidly. Do not submit files via a cloud service or SharePoint link. In order of preference, review materials may be submitted as: 1. Email documents and plans to metrodevreviews.dot@state.mn.us. Attachments may not exceed 20 MB (megabytes) per email. Documents can be zipped as well. If multiple emails are necessary, number each email. 2. Files over 20 MB can also be uploaded to MnDOT’s Web Transfer Client site: https://mft.dot.state.mn.us. Contact metrodevreviews.dot@state.mn.us, and staff will create a shared folder in which files can be uploaded. Please send an accompanying email with a narrative for the development. MnDOT Metropolitan District, Waters Edge Building, 1500 County Road B2 West, Roseville, MN 55113 If you have any questions concerning this review, please contact me at (651) 234-7797 or Cameron.muhic@state.mn.us. Cordially, Cameron Muhic Principal Planner Copy sent via E-Mail: Jeff Dierberger, Permits Heather Gardner, Design Jason Swenson, Water Resources Rabi Pariyar, Traffic Keith Jakober, Surveys Matthew Parent, Area Engineer Chinou Vue, Right-of-Way Michael Kowski, Maintenance Molly McCormick, Multimodal Amrish Patel, Transit Joe Widing, Metropolitan Council August 13, 2026 Dear Resident, The City of Gem Lake, Minnesota, Planning Commission will be holding a public hearing on Tuesday, September 1, 2026 at 7:00 pm. The purpose of the hearing is to consider the following applications submitted by Bryan M. Hansen and Chris Gulbrandson of Apple Auto and WBL Auto Real Estate, LLC, applicant and owner, for a Minor Subdivision to consolidate property at 3651 Highway 61 (PID: 273022340010), 1491 County Road E E (PID: 273022340009) and 1485 County Road E E (PID: 273022340006) into one parcel for the new Apple Auto Dealership and a separate vacant parcel. As part of the Minor Subdivision, a portion of 0 County Road E E (PID: 273022340007) is proposed to be added to the singular parcel for the Apple Auto Dealership. A Zoning Compliance Certificate to allow the redevelopment of the Apple Auto Dealership in the Gateway Zoning District for a new auto dealership. The City’s Consolidated Land Use Ordinance requires a public hearing for all Ordinance Amendments and Conditional Use Permits applications. The Zoning Compliance Certificate and Minor Subdivision are included as part of the request. You are being notified of this hearing because your property is within 350 feet of the applicants’ property, 3651 Highway 61 (PID: 273022340010), 1491 County Road E E (PID: 273022340009), 1485 County Road E E (PID: 273022340006), or 0 County Road E E (PID: 273022340007). You may attend the public hearing if you wish to provide comments or ask questions about the proposed request. The meeting will be held at Heritage Hall (4200 Otter Lake Road). You may also submit comments in writing (by letter or email) to Barbara Suciu, City Clerk, at 4200 Otter Lake Road, Gem Lake, MN 55110 or barbara.suciu@gemlakemn.org prior to noon on the day of the meeting. The Clerk will provide all comments received to the Planning Commission. A copy of the staff report and application materials will be available for review prior to the meeting. The meeting materials will be placed on the City of Gem Lake website (https://gemlakemn.org/). Sincerely, Andrew Boucher - Gem Lake City Planner cc: Barbara Suciu, Administrative Assistant Mike Johnson, Building Inspector CJ Sycks, Gem Lake City Planner CITY OF GEM LAKE RAMSEY COUNTY, MINNESOTA NOTICE OF PUBLIC HEARING ON PROPOSED MINOR SUBDIVISION AND ZONING COMPLIANCE CERTIFICATE August 13, 2026 NOTICE IS HEREBY GIVEN that the Planning Commission of Gem Lake, Ramsey County, Minnesota shall consider applications from Bryan M. Hansen and Chris Gulbrandson of Apple Auto and WBL Auto Real Estate, LLC, applicant and owner, for a Minor Subdivision to consolidate property at 3651 Highway 61 (PID: 273022340010), 1491 County Road E E (PID: 273022340009) and 1485 County Road E E (PID: 273022340006) into one parcel for the new Apple Auto Dealership and a separate vacant parcel. As part of the Minor Subdivision, a portion of 0 County Road E E (PID: 273022340007) is proposed to be added to the singular parcel for the Apple Auto Dealership. A Zoning Compliance Certificate to allow the redevelopment of the Apple Auto Dealership in the Gateway Zoning District for a new auto dealership. The hearing will take place at the Planning Commission meeting on September 1, 2026, at approximately 7:00 p.m. at the Gem Lake City Hall (4200 Otter Lake Road). A copy of the application, legal descriptions, and staff report will be available from the City Clerk approximately one week prior to the hearing. Gretchen Artig-Swomley, Mayor Published one time in the White Bear Press on August 19, 2026. Ramsey County Occupant Address Labels Ramsey County Occupant Address Labels Occupant 11 DANIELS FARM ROAD GEM LAKE, MN 55110 Occupant 1491 COUNTY ROAD E EAST GEM LAKE, MN 55110 Occupant 3667 HIGHWAY 61 GEM LAKE, MN 55110 Occupant 3 DANIELS FARM ROAD GEM LAKE, MN 55110 Occupant 1485 COUNTY ROAD E EAST GEM LAKE, MN 55110 Occupant 9 DANIELS FARM ROAD GEM LAKE, MN 55110 Occupant 3651 HIGHWAY 61 GEM LAKE, MN 55110 Occupant 21 DANIELS FARM ROAD GEM LAKE, MN 55110 Occupant 1460 COUNTY ROAD E EAST VADNAIS HEIGHTS, MN 55110 Occupant 1493 COUNTY ROAD E EAST GEM LAKE, MN 55110 Occupant 3585 HIGHWAY 61 VADNAIS HEIGHTS, MN 55110 Occupant 1360 COUNTY ROAD E EAST VADNAIS HEIGHTS, MN 55110 Occupant 1354 COUNTY ROAD E EAST VADNAIS HEIGHTS, MN 55110 Occupant 1472 COUNTY ROAD E EAST VADNAIS HEIGHTS, MN 55110 Occupant 40 SUMMIT FARM LANE GEM LAKE, MN 55110 Occupant 38 SUMMIT FARM LANE GEM LAKE, MN 55110 Occupant 36 SUMMIT FARM LANE GEM LAKE, MN 55110 Occupant 39 SUMMIT FARM LANE GEM LAKE, MN 55110 Occupant 41 SUMMIT FARM LANE GEM LAKE, MN 55110 Occupant 42 SUMMIT FARM LANE GEM LAKE, MN 55110 Occupant 43 SUMMIT FARM LANE GEM LAKE, MN 55110 Occupant 50 SUMMIT FARM LANE GEM LAKE, MN 55110 Occupant 48 SUMMIT FARM LANE GEM LAKE, MN 55110 Occupant 46 SUMMIT FARM LANE GEM LAKE, MN 55110 Occupant 44 SUMMIT FARM LANE GEM LAKE, MN 55110 Occupant 1420 COUNTY ROAD E EAST VADNAIS HEIGHTS, MN 55110