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HomeMy WebLinkAboutPC PACKET 120822 � �V Agenda EST.w06 Hugo Planning Commission Thursday, December 8, 2022 Hugo City Hall 7:00 PM A. ROLL CALL: Andress, Arcand, Derr, Granger, Kelly, Kleissler, Lessard, Petty B. PLEDGE OF ALLEGIANCE C. APPROVAL OF MINUTES 1. November 10, 2022 D. PUBLIC HEARING 1. Oneka Prairie— Preliminary Plat and PUD E. NEW BUSINESS F. OLD BUSINESS G. ADJOURNMENT If you need accommodations for the Planning Commission meeting please contact Rachel Juba at (651)762-6304 or riuba@ci.hugo.mn.us,thank you. Minutes for the Planning Commission Meeting of Thursday, November 10, 2022 Chair Kleissler called the meeting to order at 7:00 pm. PRESENT: Andress, Arcand, Derr, Kleissler, Lessard, Petty ABSENT: None STAFF: Rachel Juba, Community Development Director Max Gort, Associate Planner Pledge of Allegiance. Approval of Minutes for the Planning Commission Meeting of October 27, 2022 Commissioner Arcand made a motion, seconded by Commissioner Petty to approve minutes for the meeting of October 27, 2022. Ayes: Andress, Arcand, Derr, Kleissler, Petty Abstain: Lessard Motion carried. Public Hearing: Oneka Prairie— Preliminary Plat and PUD Community Development Director Juba stated that the applicant has requested to table the application, rescheduling the Public Hearing to the Planning Commission meeting of December 8tn, 2022. Commissioner Petty made a motion, seconded by Commissioner Lessard, to table the Preliminary Plat and PUD applications for Oneka Prairie. All ayes. Motion carried. Public Hearing: Xcel Energy—Site Plan, CUP Amendment,Variance, and Easement Vacation Staff provided background on the proposal from Xcel Energy to expand their existing training center located on a 28-acre parcel at 13620 Fenway Blvd. N. Currently, Xcel Energy owns and operates a training facility within the Bald Eagle Industrial park, occupying the southern half of the property. Both the existing training facility and proposed expansion have indoor and outdoor components. The proposed facility includes an approximately 32,000 square foot building with laboratories and classrooms, a non-energized substation, and non-energized transmission lines varying in height, all to October 27,2022 PC Minutes Page 2 be used for training purposes. The applicant is requesting to amend their conditional use permit (CUP) to allow for exterior storage of outdoor facilities, a variance to allow for training transmission lines to exceed the maximum 50-foot building height allowed in the Business Park (BP) zoning district, and an easement vacation to gain access to drainage and utility easements over wetlands the applicant is proposing to fill. Staff comprehensively reviewed the applications submitted by Xcel Energy and determined that overall, the applicant's plans meet the standards outlined in City Code and the 2040 Comprehensive Plan. The original CUP allows for the exterior storage of training facilities, provided that they are adequately screened from view. The site is surrounded by mature wooded areas to the west and south, creating a buffer from nearby residential areas, and the proposed building will provide screening to the facilities from the road. Staff is of the opinion that the request meets the requirements to approve a CUP amendment. Additionally, the requested variance is to allow for the training transmission lines to exceed the maximum building height of 50 feet, and the provided screening along with the fact that similar utility poles exist throughout the city, staff found that the request met requirements to approve a variance. There are approximately 0.39 acres of wetland on the property, which the applicant is proposing to fill creating space for stormwater infiltration basins, negating the need for the City to maintain a drainage and utility easement over the wetlands, and meeting the requirements to approve the requested easement vacation. Staff recommended approval of the applicant's site plan, CUP amendment, variance, and easement vacation applications. Members of the applicant's development team were in attendance. Tim Mauseth, Real Estate Specialist with Xcel Energy, addressed the Planning Commission, stating that safety and training have become critical to the company's value, and that his team was available to answer questions. Commissioner Arcand asked how many of the proposed utility poles will reach a height of 105 feet. Mauseth responded that one structure will reach 105 feet, with the remainder of the utility poles ranging in height from 40-70 feet. Commissioner Andress asked if lights are required on the utility poles, to which Mauseth responded that they are no. Commissioner Andress asked about the typical usage and traffic with trainees coming to the facility. Mauseth says that the transmission lines and substation will be used 3-4 times throughout the year, with about 90 employees. The new building will be used throughout the year, with 65-120 employees coming through day-to-day. Mauseth stated that there will be a surge in uses in the fall and the spring, for roughly two weeks each, to support in-processing of up to 300 employees. Commissioner Arcand asked how many additional permanent employees will be assigned to the new facility. Doug Barber, Director of Nuclear Maintenance &Technical and Energy Supply Training at Xcel Energy, stated that 15-20 employees will be permanently stationed in Hugo, with between 100 and 200 trainees cycling in and out. Commissioner Andress asked if the trainees would be coming in from local areas. Barber responded that for the majority of the year the trainees would be from Minnesota, October 27, 2022 PC Minutes Page 3 Wisconsin, and the Dakotas, with employees throughout the country being involved during the biannual high impact events. Chair Kleissler opened the Public Hearing at 7:23 PM No one spoke. Chair Kleissler closed the Public Hearing at 7:23 PM Commissioner Derr said that he lives close to the current facility, and that the location of the new facility would not be noticeable from residential areas in his opinion. Derr further stated that overflow parking during high impact events would be possible on Fenway Boulevard. Commissioner Lessard stated that the project would be a good fit for the area. Commissioner Andress stated that the number of trainees travelling to Hugo from other areas may open the door for other services, possibly bringing the attention of restaurants and hotels to Hugo. No further discussion. Commissioner Derr made a motion, seconded by Commissioner Petty, to approve the Site Plan, CUP Amendment, Variance, and Easement Vacation for Xcel Energy on the property located at 13620 Fenway Boulevard North. All ayes. Motion carried. New Business: Mark Lambert, Summit Management, LLC. —Sketch Plan for Rosemary Place Staff provided background on a sketch plan proposing a 90-unit, three-story apartment building to be constructed on a roughly 13-acre property which is zoned and guided for commercial use. The property is constrained by a gas and utility easement bisecting the property, and wetlands which limit the buildable acreage. The applicant, Mark Lambert of Summit Management, LLC. is requesting informal nonbinding comments on the overall site design, the proposed use of the property, and ways to address the property's constraints. The sketch plan shows the apartment building to be constructed on the west side of the utility easement, which contains more buildable acreage than the portion of the property east of the easement. The property is part of the Frenchman Place plat, which was designed to feature commercial uses to the south of Rosemary Way and residential uses to the north. The apartments are proposed to be across Rosemary Way from the existing Rosemary Apartments, and located behind existing commercial buildings relative to CSAH 8. Since the property is zoned and guided in the 2040 Comprehensive Plan for commercial use, the applicant will need to apply for zoning and comprehensive plan amendments to allow for high density residential use. The property 7.75 buildable acres, and the applicant is proposing to fill wetlands on the west side of the property increase the October 27,2022 PC Minutes Page 4 buildable portion to 9 acres, which would allow for the proposed 90 units under the R-5 zoning district regulations. The proposal to fill the wetlands has not yet been reviewed by the Technical Evaluation Panel (TEP). The applicant is proposing to use the eastern portion of the property as recreational space, and has indicated interest in approaching the Parks Commission to discuss neighborhood service needs. The site design is triangular in nature, with two long driveways connecting two access points from Rosemary Way to an access point on a private road connecting to adjacent commercial properties. Parking is proposed to be provided through a combination of surface parking and detached garage stalls. The Economic Development Authority provided comments on the sketch plan at their October 18tn, 2022 meeting, and were generally comfortable with allowing a residential use on the commercially zoned property provided that commercial uses along CSAH 8 remain. Staff recommended discussion on what type of use the Planning Commission would want to see on the property, re-classifying the zoning and land use from commercial to industrial, and whether a mix of uses can occur on the property. Commissioner Petty asked whether the pond on the southeast portion of the property would be filled, as it was highlighted on the sketch plan. Juba says that the pond would not be filled,just the highlighted wetlands. Commissioner Arcand asked about the levels of wetland value, and why it may not be likely for TEP approval of fill. Juba responds that sequencing will determine whether the TEP approves fill, and that the applicant's wetland replacement plan will have to show avoidance, minimization, and potential fill. The applicant, Mark Lambert, introduced himself, and passed around a packet which included a rendering of the proposed building. Lambert gave background on his company's pursuit of smaller units at a modern to medium price to meet demand of renters, and recalled his properties in Forest Lake that were previously zoned commercial and successfully rezoned to residential. Commissioner Arcand asked about a density that would be a deal breaker. Lambert responded that 90 units were required for him to feasibly make the purchase from the bank which currently owns the property. Commissioner Arcand stated that he doesn't have a problem with an apartment in this location, but asked about the number of garages. Lambert stated that 70 garage units is comfortable based on anticipated demand, and that he has tried to strategically use the garages to provide screening. Lambert further highlighted the factors that were considered with building design, height, roof pitch, and others. Lambert stated that he explored the possibility of a mix of uses with a PUD, but had moved away from the idea due to soil types and wetland constraints on the eastern portion of the property, planning to explore possibilities with the Parks Commission instead. Commissioner Lessard stated that he wasn't opposed to the apartment use, but was concerned with vehicle circulation in the parking lot, highlighting long straightaways that can encourage speeding. Lambert noted the comment and pointed to circulation with the commercial road, which Juba stated October 27,2022 PC Minutes Page 5 was a private drive and that Lambert would need to contact the commercial association which owns the road for access. Commissioner Lessard stated that traffic concerns arise with the current bottlenecking effect in the Festival Foods parking lot, which Juba replied will be reviewed. Lambert stated that secondary access points will be considered. Commissioners Petty and Andress stated that walkability to neighboring commercial uses such as Festival Foods should be considered. Chair Kleissler asks if underground parking would be a possibility, which Lambert objected to due to costs that are passed onto renters. Lambert describes the lower price point with centralized heat that his properties have used. Commissioner Andress asks if the units will have individual air conditioner units, to which Lambert says yes. Commissioner Arcand asks about Lambert's exit strategy. Lambert replied that his company develops, owns, and operates all of their projects. Commissioner Petty asks if the proposed recreational space would be a public park through park dedication. Juba responds that the Parks Commission will be evaluating the need for a park in the area and provide guidelines. Commissioner Andress asks if the proposed playground would remain with an adjacent public park. Lambert says that that is to be determined, and points to the exercise equipment at his Arbor Ridge building in Forest Lake. Commissioner Andress asks if any similarly compact site designs have worked. Lambert points to his Forest Lake projects, but that a density of 10 units per acre is a relatively low-density project, with most apartment developers approaching 20 units per acre. Commissioner Arcand asks what could be done with the eastern portion of the property, and whether a building would be possible. Juba explains that a mix of uses would be possible with a PUD, but that Lambert would like to keep a 10 units per acre density to avoid the requirement for underground parking. Juba further states that the city code is not well set up for large apartment projects, and suggests that the Planning Commission discuss what they would like to see in that regard. Lambert points to the 3-story limit being a reason for the compact space. Chair Kleissler asks how Lambert may re-envision the layout if it were oriented toward the adjacent commercial facilities, creating more of a walkable, mixed-use environment. Lambert states that a lack of cross-access easements created design challenges, but the orientation may be revisited if he had a blank slate. Commissioner Arcand asks if the eastern portion of the property had approximately 3 buildable acres. Lambert says yes, and that a density calculation may not have worked within PUD criteria. October 27,2022 PC Minutes Page 6 Commissioner Arcand asks about flipping garages and having parking stalls within the easement. Lambert says that such an orientation would create longer walking distances for residents and turn the garages away from view. Commissioner Lessard stated that he would like to see a dog park, especially considering the neighboring Rosemary Apartments across the street. Commissioner Derr stated that he likes the 3 access points, which would make accessing the commercial uses more convenient. Lambert asks for final thoughts from the Planning Commission. Commissioner Arcand stated that the biggest issue will be whether the wetlands can be filled. Commissioner Petty stated that she likes the apartment use being behind existing commercial uses relative to CSAH 8. New Business: Schedule Goal Setting Workshop Juba pointed to the December 8th meeting date, and suggested that the Planning Commission schedule their goal setting workshop a few hours before the 7:00 PM meeting time. Commissioner Petty made a motion, seconded by Commissioner Arcand, to schedule the goal setting workshop for Thursday, December 8th, 2022 at 5:00 PM. All ayes. Motion carried. Old Business None. Adjournment Commissioner Arcand made a motion, seconded by Commissioner Lessard, to adjourn the meeting at 8:26 PM. All ayes. Motion Carried. Respectfully Submitted, Max Gort, Associate Planner Agenda Number: D.1 CITY OF HUGO PLANNING AND ZONING APPLICATION STAFF REPORT TO: Hugo Planning Commission FROM: Rachel Juba, Community Development Director SUBJECT: Southwind Holdings,LLC—Preliminary Plat and PUD General Plan for a residential development to be known as "Oneka Prairie" DATE: November 30, 2022, for the Planning Commission meeting of December 8, 2022 ZONING: Future Urban Service LAND USE: Low Density Residential (LD) DEADLINE DATE (120-days): January 21, 2022 1. DESCRIPTION OF REQUEST: The applicant is requesting approval of a Preliminary Plat and Planned Unit Development(PUD) for a residential development. The property totals 24.23 acres. The preliminary plat includes 59 single family residential lots and 7 outlots to be known as "Oneka Prairie". The PUD General Plan will be for all 24.83 acres of the property and is proposed to be rezoned from Future Urban Service (FUS) to Planned Unit Development(PUD). The property includes 3.92 acres of wetlands for a total buildable acreage of 20.28 acres. The net density for the development is 2.9 units per acre. This meets the density requirement for the land use. The applicant is requesting PUD flexibility on the following: • Flexibility to allow various lot sizes with a minimum lot size of 7,800 square feet, where 10,400 square feet is required. • Flexibility to allow various lot width with a minimum lot width of 65 feet, where 80 feet is required. Page 2 • Flexibility to allow a minimum front setback of 20 feet for a corner lot side yard, where 30 feet is required. • Flexibility to allow a minimum side yard setback of 7.5 feet, where 10 feet is required. • Flexibility to allow a minimum right-of-way width of 54 feet, where 60 feet is required. In exchange for this flexibility, the developer is: • Designing a more sensitive proposal than would have been the case with the use of the standard R-3 zoning district. • Providing amenities (playground and shelter)to the proposed park that exceeds the City standards for park dedication requirements. • Providing a landscaping plan that exceeds City standards. • Creating a stormwater reuse irrigation project within the development. 2. BACKGROUND: The properties are generally located at the north end of Oneka Parkway. The plan shows 59 proposed residential lots, stormwater ponding areas, a passive park, sidewalk and trail connections, and road connections. The applicant is proposing the project to be built in one phase. The developer has indicated that an HOA will be established for the development to maintain the landscaping and the water re-use system. In the Summer of 2022, the Planning Commission and City Council reviewed a sketch plan for the development, at that time known as the "Drake Property or Oneka Prairie". The Planning Commission and City Council generally liked the variety of lot sizes and the trails within the development. The Planning Commission and City Council provided the following comments: • They highly encouraged stormwater reuse for irrigation throughout the development. • They liked the trails and proposed park dedication and improvement to the park. • Generally okay with the portion of Oneka Parkway to be built to the north property line with the development and not extending to 165th Street. The Parks Commission also reviewed the sketch plan and provided informal comments in regards to trails,park improvements, and park dedication. The plan at that time included a concept on how the park could be developed in an active way including a pavilion and playground equipment. The developer stated they proposed improvements to the park to meet the PUD criteria. In general, the Parks Commission liked the proposal, but realized there are details to work out for the design of the pavilion and playground equipment. The Parks Commission recommended approval of the proposed park dedication for the development. Page 3 3. CONTEXT: A. Surrounding land Use and Zoning The properties to the north are zoned Future Urban Service (FUS), are guided as Low Density Residential (LD) in the 2030 Land Use Plan, and are occupied by large lot single family homes and agricultural uses. The property to the east is zoned Future Urban Service (FUS), is guided as Medium Density(MD), and is occupied by large lot single family home. The properties to the south are zoned Planned Unit Development(PUD) and are occupied by the Oneka Place residential development. B. Natural Characteristics of Site The properties are currently vacant and do contain some challenges regarding wetlands and high groundwater. The properties are relatively flat with approximately 3.9 acres of wetlands. 4. ANALYSIS: A. Level of Discretion in Decision Making The City has discretion in approving or denying rezoning applications, based on whether or not the proposal meets the standards outlined in the Zoning Ordinance. If the City finds that all the applicable standards are met, the rezoning application must be approved. However, if the City finds that any of the applicable standards are not met, the application may be denied. The City has relatively high level of discretion in approving a PUD. A PUD must be consistent with the City's comprehensive plan. The City may impose reasonable requirements in a PUD not otherwise required if the City deems it necessary to promote the general health, safety, and welfare of the community. The City's discretion in approving or denying a preliminary plat is limited to whether or not the proposed plat meets the standards outlined in the subdivision regulations in the City Code. If it meets these standards, the City must approve the preliminary plat. B. Consistency with Ordinance Standards Rezoning/Planned Unit Development The use of the PUD zoning allows the developer zoning ordinance flexibility to create a master planned development. The PUD zoning is tied to a specific PUD general plan that is proposed with the application. The applicant is requesting approval of a PUD for the Oneka Place development. PUD's offer enhanced flexibility to develop a site through the relaxation of zoning district standards. The use of the PUD zoning also allows for a greater variety of uses, internal transfers of density, Page 4 construction phasing and a potential for lower development costs. In exchange for this enhanced flexibility, the city has the expectation that the development plan will result in a higher quality and more sensitive proposal than would have been the case with the use of other, more standard zoning districts. In exchange for the proposed PUD, the developer is proposing a residential development in which the layout reduces the impacts to the wetlands on the property. The developer is proposing installation of amenities to the proposed park within the development, exceeding park dedication requirements. Staff believes that the layout of the proposed Oneka Place PUD general plan exceeds the City's standards for residential developments. The applicant has offered a more creative and efficient approach to the existing landscape and constraints of the property through the site design layout. Because the ground water is high, the development needs fill to build up the site. The stormwater ponds offer dirt for fill. These ponds also offer an ability to use stormwater for irrigation of the development, which is promoting the City's "Reduce, Reuse, Replenish"initiative. This will be further discussed later in the report. In order to approve a PUD, the City must find that the applicant has demonstrated compliance with the following criteria: 1. Provide for the establishment of PUD zoning districts in appropriate setting and situations, to create and maintain a development pattern that complies with the City's Comprehensive Plan. 2. Allow for the mixing of land uses within a development when such mixing of land uses could not otherwise be accomplished. 3. Provide for variations to the strict application of the land use regulations in order to improve site design and operation, while at the same time incorporating design elements that exceed the City's standards to offset the effect of any variations. 4. Promote a more creative and efficient approach to land use within the City, while at the same time protecting and promoting the health, safety, comfort, aesthetics, economic viability and general welfare of the City. 5. Preserve and enhance natural features and open spaces including,but not limited to, the width expansion of greenway corridors, conservation of wooded areas, development of buffer areas, reduction of impervious surface, and utilization of joint facilities and utilities. 6. Maintain or improve the efficiency of public streets and utilities. 7. Ensure the establishment of appropriate transitions between differing land uses. Page 5 Lot Sizes/Setbacks/Impervious surface The applicant is proposing to subdivide the existing 24.83 acre site to create 59 residential home sites. The applicant is proposing flexibility on lot size, lot width, and setbacks. See table below. Required Proposed Lot Size 10,400 square feet 7,800 square feet (9,427 average) Lot Width 80 feet 80 feet Front Yard Setback 30 feet 30 feet 20 feet on corner lot side of house Side Yard Setback 10 feet 7.5 feet Rear Yard Setback 30 feet 30 feet Impervious Surface 50% 50% * Flexibility highlighted in gray Density The maximum development density for a PUD in the R-3 zoning district is 4 units per net acre. The Low Density Residential (LD) land use designation identifies residential land uses developed between 2 units per net acre and 4 units per net acre. The applicant is proposing a residential net density of 2.9 units per net acre, which fits the requirements of a PUD. Although the applicant is requesting flexibility on lot sizes and setbacks, the density meets the ordinance standards. Development Phasing The applicant is proposing to construct the development in one phase. Landscaping/Signage The applicant has provided a full landscape plan. According to Section 90-181 Landscaping, each home site shall have two deciduous shade trees maintained in the front yard. The applicant is proposing to have two trees in the front yard of all lots. It's in staff s opinion that is some areas the two trees in the front yard are too crowded. Staff has discuss with the applicant putting some of the trees in the rear yards of the lots. Some trees could be added along Oneka Parkway for buffers from the road to the single family home lots. The plan also shows a nicely landscaped area at the entrances off of Oneka Parkway and landscape buffers within the public park creating a good transition to the proposed single family homes. The trees and landscaping proposed to be installed with the development is approximately 146 trees and 284 shurbs, which exceeds the requirements in the ordinance. All of the landscaping along Oneka Parkway shall be maintained by the Home Owners Association. Page 6 Staff will continue to work with the applicant on the landscape plan revisions, to be reviewed and approved by staff. Lighting The applicant has not provided a lighting plan. The applicant will be required to have a plan proposing typical street lighting within the development that meets the ordinance standard. The applicant shall install decorative lamp style light throughout the development, to be consistent with the developments to the south. Streets/Access The applicant is proposing two access locations from the south from Oneka Parkway and Fairoaks Avenue North. The applicant has also provided access to properties to the north, east, and wast of the development. Staff has been working with the applicant on a number of items regarding the construction of Oneka Parkway. The City has a 100 feet roadway easement to the north of the development, for the extension of Oneka Parkway to 165th Street. The applicant is showing the extension of Oneka Parkway to extend to the north property line of the development. Outlot G shall be dedicated as right-of-way. Sidewalks and Trails The developer is proposing to continue the trail and sidewalks on Oneka Park. They are also proposing to extend the trail on the west side of Fair Oaks Avenue North and extend it to the east to connect to future trails. Sidewalks are proposed along all remaining streets. This is in keeping with the neighborhood to the south and allow for connections to future development. Drainage/Grading The stormwater on the site will be managed with onsite stormwater ponds. The ponds are properly sized to provide the required water volume. Staff will continue to work with the applicant on the technical details of the plans and modeling. Staff has provided the applicant with red-lined comments that will need to be addressed prior to issuing a stormwater permit for the for development. Water Re-use The plans include the installation of a stormwater reuse system to be utilized to irrigate individual lots. The system is feasible from a water availability and equipment standpoint and staff will finalize the technical details as the project moves forward. The system will be installed by the applicant and owned/operated/maintained by the homeowner's association. The system will be part of the overall stormwater management improvements to be included as part of the Page 7 stormwater permit. A stormwater reuse agreement between the City and the applicant shall be recorded. The agreement will include provisions that will allow the City to operate the system in the event that it is necessary to maintain compliance with the stormwater permit. The provisions will include an ability to assess any City costs associated with operation and maintenance of the system. Wetlands The property includes some wetlands, which have been delineated and approved by the City as the Local Government Unit(LGU) The applicant is proposing to impact .75 acres of the 3.92 acres of wetland for grading and street construction. The applicant has submitted a wetland replacement plan to the Technical Evaluation Panel (TEP) for approval of the wetland impacts. The wetland replacement plan will need to be approved prior to final plat approval. The wetlands are also under jurisdiction of the Army Corp of Engineers. In addition to City approval, the replacement plan will need approval from the Army Corp of Engineers. The applicant has applied for the approvals. Homeowners Association A homeowners association (HOA) is proposed for the development. All of the homes would be part of a Master HOA that will be established for the development to own/operate/maintain the landscaping along Oneka Parkway and the water re-use system. The HOA documents shall be reviewed and approved by staff prior to the recording of the final plat for the first phase. Preliminary Plat The preliminary plat consists of 59 residential lots and 10 outlots. The proposed use and ownership of each outlot are as follows: Outlot Acres Ownership Use A 2.17 city Wetland/Pondin B 2.66 city Wetland C 0.54 Ci City Public Park D 1.56 city Wetland/Pondin E 0.19 city Wetland F 0.38 city Wetland G 1.41 city Right-of-Way Park Dedication The applicant is required to dedicate land,pay a fee, or a combination of land and fee to satisfy park dedication per Sec. 90-324 of the City Code. The applicant is required to dedicate 10% of the developable acres for park land with a density of less than 3.99 units per acre. With 24.83 buildable acres, 2.48 acres of land would be required to be dedicated. Page 8 The developer is proposing to dedicate a combination of land and fee. The developer is proposing to dedicate Outlot C that is 23,861 square feet or .54 acres which would satisfy 21% of the requirement. To satisfy the remaining requirement, 79% of the fee would be paid per unit. Alequired kAM Park Dedication d OR Fee Proposed Calculations 10% of the developable acres 2.48 acres .54 acres and $3.400 per unit $200,600 $158,474 The developer is proposing to construct amenities on the future city park including a shelter, playground, and sidewalk loop in exchange for PUD flexibility. The Parks Commission shall review and approve the improvements/amenities prior to construction. The site plan also includes trees as a buffer to adjacent homes. There is a wetland shown on the proposed park. Wetlands are not given credit for park dedication. Drainage and Utility Easements There are a number of outlots included as part of the plat. All of the outlots are proposed to be dedicated to the City. The outlots should include drainage and utility easements. Utilities The property will be served with water by a watermain extended within the Oneka Parkway. A new trunk sanitary sewer lift station will be constructed in the northwest corner of the site to serve the development. The lift station will also serve a significant area to the north and west. The trunk lift station will be paid and constructed by the City of Hugo as part of the overall municipal sanitary sewer system. 5. CONCLUSION: Staff believes that the layout of the proposed Oneka Prairie PUD general plan exceeds the City's standards for residential developments. The developer has offered a more creative and efficient approach to the existing constraints of the property through the site design layout. It is in staff s opinion that the applicant meets all the requirements necessary to approve the PUD and preliminary plat. 6. RECOMMENDATION: Staff recommends approval of the PUD and preliminary plat for the development to be known as "Oneka Prairie", subject to the conditions listed in the resolutions. Page 9 ATTACHMENTS: 1. Location map 2. Ordinance approving the rezoning to PUD 3. Resolutions approving the Preliminary Plat and PUD General Plan 4. Engineer's Memo dated December 1, 2022 5. Applicant's Narrative 6. Preliminary Plat 7. Construction Plans 8. Home Elevation Examples w1w 'e n _R- 11 I 4.3 �L N m `Its ' x y— I t -_ Site VIAL .r' C Parcel Boundary selection Is bilk— i Roads Hugo Border Parcel Boundary Oneka Prairie N CITY OF 0 10(� ilv Evv Location Map 010=Feet Hugo, MN 1 in=250 feet ORDINANCE 2022- AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF HUGO AMENDING CHAPTER 90 (ZONING ORDINANCE) OF THE CITY CODE TO CLASSIFY CERTAIN LAND LOCATED NORTH OF ONEKA PARKWAY AND NORTH OF EMPRESS AVENUE NORTH THE CITY OF HUGO ORDAINS: Section 1. Amendment of the City Code. Chapter 90 of the City Code of the City of Hugo, Minnesota, is hereby amended by changing the classification on the City of Hugo Zoning Map to PUD (Planned Unit Development) with respect to the approximately 24.83-acre property legally described as follows: See Attached Section 2. Effective Date. This amendment shall take effect upon its passage. ADOPTED by the City Council this 19t1i day of December, 2022. Tom Weidt, Mayor ATTEST: Michele Lindau, City Clerk RESOLUTION 2018-15 APPROVING PRELIMINARY PLAT FOR THE SOUTHWIND HOLDINGS,LLC, FOR "ONEKA PRAIRIE" ON PROPERTY LOCATED NORTH OF ONEKA PARKWAY AND NORTH OF EMPRESS AVENUE NORTH WHEREAS, Southwind Holdings, LLC, has requested approval of a preliminary plat to allow construction of 59 single family lots and 7 outlots on 24.83 acre property legally described as follows: (See Attached) WHEREAS, the Planning Commission has reviewed the preliminary plat at a duly called Public Hearing and recommends approval, and; NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF HUGO, MINNESOTA, that it should and hereby does approve the request by Southwind Holdings, LLC, for a preliminary plat, subject to the following conditions: 1. A preliminary plat is approved to allow the creation of 59 single family home lots and 7 outlots, in accordance with the application and plans received by the City on August 9, 2022, August 19, 2022, August 23, 2022, September 16, 2022, November 30, 2022, except as amended by this resolution. 2. Approval is contingent upon City Council approval of a rezoning to PUD for the 24.83 acre site. 3. The developer shall comply with Resolution 2022- for the PUD. 4. Oneka Parkway shall be constructed to the north property line and all the way to the lift station. 5. Park Dedication is to be satisfied with land dedication of Outlot C and park dedication fee of $2,686 per unit. The plans show construction of amenities in the park including a shelter, playground, and sidewalk loop in exchange for PUD flexibility. The Parks Commission shall review and approve the improvements/amenities prior to construction. 6. The preliminary plat plans dated November 21, 2022, and November 23, 2022, shall be revised to include the following revisions, to be reviewed and approved by staff: a. The wetlands shall be updated on each plan set to be consistent, including existing wetlands and proposed impacts. b. Outlot G shall be dedicated as right-of-way. c. The drainage and utility easements shall be dedicated for wetlands on lots. Resolution 2022- Page 2 7. The building setbacks and impervious surface requirements for the development are as follows: Proposed Lot Size 7,800 square feet(9,427 average) Lot Width 80 feet Front Yard 30 feet 20 feet on Setback corner lot side of house Side Yard Setback 7.5 feet Rear Yard Setback 30 feet Impervious 50% Surface 8. Outlot Use and Ownership: Outlot Acres Ownership Use A 2.17 City Wetland/Ponding B 2.66 City Wetland C 0.54 City City Public Park D 1.56 City Wetland/Ponding E 0.19 City Wetland F 0.38 City Wetland G 1.41 City Right-of-Way 9. The developer has indicated that an HOA will be established for the development to own/operate/maintain landscaping within the outlots, landscaping along Oneka Parkway, and the water re-use system. The HOA documents shall be reviewed and approved by staff prior to the recording of the final plat. 10. Prior to commencement of any grading, the developer shall comply with the following conditions: a. The developer shall revise plans per items number 5. b. The developer shall obtain all necessary stormwater management and WCA permits from the City. c. The development shall obtain the necessary permits from the Army Corp of Engineers for the wetland replacement plan. d. The developer shall comply with all conditions in the City Engineer's letter dated December 1, 2022, and red-lined comments provided to the developer. Resolution 2022- Page 3 11. Prior to the release of the final plat for recording, the developer shall comply with the following conditions. a. The developer shall comply with the City standards for street lighting within the public right-of-way. The street lights shall be a decorative style light. a. The developer shall comply with all conditions in the City Engineer's letter dated December 1, 2022, and red-lined comments provided to the developer. b. The development shall comply with the Fire Chief s requirements regarding fire flow calculations, the location of fire hydrants, fire department connections, and fire lane signage. c. The developer shall obtain all necessary stormwater management and WCA permits from the City. d. The development shall obtain the necessary permits from the Army Corp of Engineers for the wetland replacement plan. e. The developer shall obtain all necessary local, state, and federal permits. f. A stormwater reuse agreement shall be reviewed and approved by staff and recorded at Washington County. g. The Homeowners Association (HOA) documents for review and approval by staff. h. The City's development fees will apply to this project. The fee amounts will be calculated and included as part of the Development Agreement. A development agreement shall be executed and all fees shall be paid. i. A formula has been developed to determine the amount that the water trunk fee can be reduced based on the water reuse system, which results in a 35% reduction in the trunk fee. This provision will be included in the development agreement for each phase. 12. Prior to the issuance of building permits, the developer shall comply with the following conditions. a. The applicant shall record the final plat, development agreement and all other documentation at Washington County and provide the City with proof of recording. Resolution 2022- Page 4 13. Prior to the issuance of a certificate of occupancy for buildings, the developer shall comply with the following conditions. a. The lift station shall be constructed and functioning. ADOPTED by the City Council this 19'h day of September, 2022 Tom Weidt, Mayor ATTEST: Michele Lindau, City Clerk RESOLUTION 2022- APPROVING PUD GENERAL PLAN FOR SOUTHWIND HOLDINGS, LLC, FOR "ONEKA PRAIRIE" ON PROPERTY LOCATED NORTH OF ONEKA PARKWAY AND NORTH OF EMPRESS AVENUE NORTH WHEREAS, Southwind Holdings, LLC, has requested approval of a PUD general plan to allow approximately 59 single family residential lots and 7 outlots on a 24.83 acre property legally described as follows: (See Attached) WHEREAS, the Planning Commission has reviewed the PUD general plan at a duly called Public Hearing and recommends approval, and; NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF HUGO, MINNESOTA, that it should and hereby does approve the request by Southwind Holdings, LLC, subject to the following conditions: 1. A PUD general plan is approved to allow the creation of approximately 59 single family residential lots and 7 outlots, in accordance with the application and plans received by the City on August 9, 2022, August 19, 2022, August 23, 2022, September 16, 2022,November 30, 2022, except as amended by this resolution. 2. Approval is contingent upon City Council approval of the requested rezoning of the 24.83 acre property and preliminary plat. 3. The PUD general plan is approved based on the finding that the proposed project is consistent with the City's Comprehensive Plan. 4. The developer shall comply with all conditions in the City Engineer's letter dated December 1, 2022, and red-lined comments provided to the developer. 5. PUD flexibility is granted to allow: a. Flexibility to allow various lot sizes with a minimum lot size of 7,800 square feet, where 10,400 square feet is required. b. Flexibility to allow various lot width with a minimum lot width of 65 feet, where 80 feet is required. c. Flexibility to allow a minimum front setback of 20 feet for a corner lot side yard, where 30 feet is required. d. Flexibility to allow a minimum side yard setback of 7.5 feet, where 10 feet is required. e. Flexibility to allow a minimum right-of-way width of 54 feet, where 60 feet is required. Resolution 2022- Page 2 6. The development is proposed to be in one phase. No phasing plan was provided or approved. 7. The building setbacks and impervious surface coverage requirements for the PUD are as follows: Proposed Lot Size 7,800 square feet(9,427 average) Lot Width 80 feet Front Yard 30 feet 20 feet on Setback corner lot side of house Side Yard Setback 7.5 feet Rear Yard Setback 30 feet Impervious 50% Surface 8. A stormwater re-use system, as shown in the plans, shall be constructed with the development. The final plans shall be reviewed and approved by staff. The system will be installed by the applicant, and owned/operated/maintained by the homeowner's association. A stormwater reuse agreement shall be reviewed an approved by staff and recorded at Washington County. 9. The developer has indicated that an HOA will be established for the development to own/operate/maintain landscaping within the outlots, landscaping along Oneka Parkway, and the water re-use system. The HOA documents shall be reviewed and approved by staff prior to the recording of the final plat. 10. The developer must comply with the following, prior to Final Plat and Final PUD Plan application: Landscaping and Lighting a. The final landscape plans must be submitted for review and approval by staff. b. The developer shall enter into an encroachment agreement for access and maintenance of the landscaping in the right-of-way and outlots. Streets/Access a. Oneka Parkway shall be constructed to the north property line and all the way to the lift station. Resolution 2022- Page 3 Park Dedication a. Park Dedication is to be satisfied with land dedication of Outlot C and park dedication fee of$2,686 per unit. The plans show construction of amenities in the park including a shelter, playground, and sidewalk loop in exchange for PUD flexibility. The Parks Commission shall review and approve the improvements/amenities prior to construction. ADOPTED by the City Council this 19ffi day or December, 2022 Tom Weidt, Mayor ATTEST: Michele Lindau, City Clerk wsb December 1, 2022 Ms. Rachel Juba Community Development Director City of Hugo 14669 Fitzgerald Avenue North Hugo, MN 55038 Re: Oneka Prairie Preliminary Plat Review WSB Project No. 020725-000 Dear Ms. Juba: We have reviewed the Preliminary Plat Submittal for the Oneka Prairie development. We have reviewed the following information related to this application: ° 0 Oneka Prairie Preliminary Plat Submittal dated November 21 2022, for Southwind 0 Holdings, LLC by Anderson Engineering Z m Existing Conditions of 16345 Everton Avenue revised November 23, 2022, for Southwind Holdings, LLC by E.G. Rud &Sons • Preliminary Plat revised November 23, 2022, for Southwind Holdings, LLC by E.G. Rud & Sons LO 00 Based on the review of the documents, we offer the following comments related to this N application: 0 General/Access LO 1. The subject property is located north of Empress Avenue North (constructed as part of the Z Oneka Place Development), south of 165t" Street and east of the extension of Oneka Parkway. J a 2. The development would need to extend Oneka Parkway along the full length of the development. Two access points along Oneka parkway are proposed with a 3rd access point Q into the development coming from the extension of Fairoaks Avenue that was constructed as U) part of the Oneka Place Development. N 3. An existing 100-ft easement exists for the construction of Oneka Parkway. Outlot G should W be dedicated as right-of-way. D 4. Connection of Oneka Parkway to 165t" Street is not planned for this development. W 5. Detailed redline comments have been provided on the plans and sent to the applicants engineer so they can be addressed in future submittals. U) m W 00 r, S:\Users\R Juba\DEVELOPMENT PROJECTS\Oneka Prairie\Preliminary Plat\Engineers Memo and Red-lined Comments\LTR-rjuba-Oneka Prairie Preliminary Plat-120122.docx Ms. Rachel Juba December 1, 2022 Page 2 Utility Plan 6. As identified in the City's Comprehensive Water Supply and Distribution Plan, a 12"trunk watermain will need to be extended north from the existing 12"trunk watermain located within Oneka Parkway with the City of Hugo paying for oversizing costs. 7. The City's Comprehensive Sanitary Sewer Plan identifies the way in which properties are to be served by sanitary sewer. A trunk sanitary sewer lift station serving this development and a significant area to the north and west is identified to be constructed near the existing terminus of Oneka Parkway and will be paid for and constructed by the City of Hugo. Sighting of the lift station has been coordinated with the developer and the lift station will be located in the NW corner of the development with access coming from Oneka Parkway. 8. Sanitary Sewer within Fairoaks Avenue is available to serve a small portion of the property based on its current depth but, is not of sufficient depth to serve the developable area to the east nor the majority of the subject property. Staff has determined that it is more effective to serve the majority of the development from the lift station. Two lots at the extension of Fairoaks will be served by the sewer within Fairoaks, allowing earlier building permits and certificate of occupancy considering the lift station will not be operational as quickly as this gravity main. 9. The project is not proposed to be phased. Stormwater Management 10. The site is proposing to meet water quality requirements through the use of onsite water reuse for irrigation and filtration basins. The basins are properly sized to provide the required water quality volume. Additional calculations are needed to confirm how long the stormwater basins are able to sustain the irrigation demand in times of draught. 11. The site is proposing to meet rate control requirements through the use of onsite stormwater ponds. There are several inconsistencies between the plans and the HydroCAD modeling. Rate control requirements will be confirmed once the modeling has been updated. 12. While there is not FEMA floodplain onsite, there is RCWD regulated floodplain over a portion of the site. Compensatory storage calculations for all fill below the RCWD regulated floodplain have been provided showing no impact on the floodplain. 13. Several proposed buildings onsite do not currently meet the City's freeboard requirement for low floor separation. This was a previous comment and low floors on these lots will need to be modified to meet these requirements. 14. A map showing the proposed irrigation area should be submitted. Elevation information for the intake lines for the water reuse systems has been provided but the location of these should be included on the plans. 15. Additional information is needed to confirm wetland hydrology impacts. Additional information on the comments concerning wetlands are included below. 16. Additional comments on the stormwater management and drainage have been provided to the applicant and should be addressed as the project moves forward. S:\Users\R_Juba\DEVELOPMENT PROJECTS\Oneka Prairie\Preliminary Plat\Engineers Memo and Red-lined Comments\LTR-rjuba-Oneka Prairie Preliminary Plat- 120122.docx Ms. Rachel Juba December 1, 2022 Page 3 Wetlands The Oneka Prairie development requires wetland impact replacement approval to move forward. Based on a Technical Evaluation Panel meeting held on 11/21/22 to review proposed impacts, we anticipate approving wetland impact replacement and boundary and types for Oneka Parkway, but need the applicant to address technical comments provided below. 17. A revised wetland replacement plan has not been provided that accurately reflects the amount of impact for the development nor the construction of Oneka Parkway. 18. The wetland boundaries and types have been approved for the area within the confines of parcel 0703121420001, and a MN Joint Application requesting approval for sequencing/sequencing flexibility and wetland replacement using bank credits for impacts due to the development itself has been noticed (10/27/22)with a 60 day deadline of 12/27/22. 19. A series of wetland impact exhibits have been submitted by the applicant's team. A figure dated 11-18-22 was submitted on 11-18-22 by Anderson with the correct wetland boundaries drawn. This exhibit was distributed to the Technical Evaluation Panel (TEP) and used for the TEP meeting held on 11/21/22. The most current wetland impact exhibit is dated 11-29-22 and was used for this review. 20. A revised wetland replacement plan identifying all impacts as discussed at the 11/21/22 TEP meeting needs to be submitted in a timely fashion to allow for review; no submittal has been received to date. The 11/29/22 wetland impact exhibit does not include impacts for rip-rap and grading within wetland D/E, outlot A in the northwest corner. 21. A determination needs to be made in regard to the use of retaining walls near wetlands. The TEP indicated that it would be OK to not use retaining walls to prevent additional wetland impact due to the quality of the wetlands. The TEP is requesting a table that shows the amount of impact with and without retaining walls to see the difference it would make. 22. The wetlands on site are most likely a combination of surface water and groundwater fed. Proposed grading and development will alter surface hydrology which may result in regulated impacts to on site wetlands. The TEP would like to see a figure showing existing hydrology (surface flow), the size of existing and proposed watersheds (catchments), and the volume of hydrology routed to wetlands under existing and proposed conditions. 23. Stormwater ponds adjacent to wetlands need to be lined to ensure no horizontal flow from the wetland to the pond resulting in wetland drainage. 24. Initial modeling shows a reduction in the hydrology elevation in some wetlands. This would be considered and impact and would need to be mitigated for. Adding this additional impact may put the amount of wetland impact for the development over the 0.5 acre threshold for the US Army Corps. 25. All stormwater/point hydrology needs to have pretreatment(quality not volume) prior to discharging to any wetland. FES 108 and 309 appear to direct untreated stormwater to wetland D/E. 26. All inverts need to be above the defined wetland boundary elevations so as not to cause drainage of the wetlands. S:\Users\R_Juba\DEVELOPMENT PROJECTS\Oneka Prairie\Preliminary Plat\Engineers Memo and Red-lined Comments\LTR-rjuba-Oneka Prairie Preliminary Plat- 120122.docx Ms. Rachel Juba December 1, 2022 Page 4 27. Excavation is allowed in a type 1 and 2 wetlands, but is limited to a depth no more than 6.5'. The applicant appears to be proposing excavation in wetland B for floodplain mitigation. This is allowable as long as bounce requirements are met, but a no-loss will need to be submitted. This could be added to the existing replacement plan application referenced in comment 16. 28. Wetland boundary and types have been identified, flagged, and field reviewed within the Oneka Parkway corridor. However, no boundary and type application has been submitted, so drawn wetland boundaries are not approved. In addition, impacts for Oneka Parkway need to be added to the existing replacement plan (comment 16), or included in a new application with the boundary and type request for Oneka Parkway. Thank you for the opportunity to provide comments on this project. If you have any questions, please do not hesitate to contact me at 651-286-8463. Sincerely, WSB Mark Erichson, PE City Engineer cc: Scott Anderson, Public Works Director(email only) Liz Finnegan, Senior Engineering Technician (email only) S:\Users\R_Juba\DEVELOPMENT PROJECTS\Oneka Prairie\Preliminary Plat\Engineers Memo and Red-lined Comments\LTR-rjuba-Oneka Prairie Preliminary Plat- 120122.docx SOUTHWIND HOLDINGS LLC 56151501h St N Suite 192 Hugo, MN 55038 September 16, 2022 Max Gort Associate Planner City of Hugo Re: PUD District The approximately 25 acre development we are proposing, located at 16345 Everton Ave N referred to as Oneka Prairie is an appropriate setting for the establishment of a PUD Zoning District within the City of Hugo. Our development, will consist of 59 single family lots. Under the PUD clause we are asking for flexibility for side yard setbacks allowing the homes to be 7.5 feet from the property line. This will equate to 15' between homes. We are asking for flexibility in some of our lot sizes. Our smallest lot will be 7800 sq. ft. with 65 feet of front footage and the largest will be 14671 sq. ft. with up to 92 feet of frontage. A PUD zoned district is an appropriate setting for Oneka Prairie for the following reasons; 1. Allows us to protect the majority of existing wetland areas that are currently onsite. Based on our latest calculations we are only impacting 16,890 SF of the existing wetland which totals 129,972 SF. (See Attached Exhibit) 2. Provides almost one half of the home sites with an unobstructed view of open spaces. 3. Allows our streets, bike trails and sidewalks to gently wind throughout the neighborhood. 4. Provide a neighborhood "Pocket Park" of approximately 24,000 sq. ft. to include a covered structure and playground area. 5. Allow some mitigation towards the cost of infrastructure which will help to control the costs to new residents. Other neighborhood enhancements include; 1. Homes will be one and two story designs. 2. The homes will all have full basements available. 3. Onsite pending will provide irrigation to the development and eliminate any stress on City water service that normally occur when water is supplied from City mains. 4. A homeowners association will be formed to handle costs associated with any common area expenses like the irrigation system. Oneka Prairie protects, and preserves the theme set by surrounding neighborhoods. It is in keeping of the scale and general character as seen in the City. Oneka Prairie expands the land use, lot size, lot setback and density as approved in the Oneka Place development located directly to the south. The plan provides exceptional flow from the existing neighborhoods into Oneka Prairie and supports future expansion into neighboring lands. The time schedule for the Oneka Prairie development is to mass grade the site in November of 2022, and install pipe work infrastructure for the southern most 23 lots early spring 2023 and install first lift June 1st, 2023. With the first lots available at that time. Larry Alm Chief Manager Southwind Holdings LLC Email: larry.alm22@gmail.com Direct 612-270-5655 CENTERLINE OF 165TH STREET N. AS TRAVELED �� INV=907.9 EXISTING913.1 I''\ 1 M 910.7 910.1 911.3 165TH ST. N o S88°00'36"E^ __ __16.51 913.1 CONDITIONS - 759.17 -_' -_" 588�00'36"E _ SOUTH LINE OF THE NORTH 467.00 M \\ � x910.3 FEET OF THE NORTHWEST QUARTER M OF THE SOUTHEAST QUARTER OF INV=911.6 � M � o �913.5 , _ _ N88°24.18 W 913.5 "913.s / / x914.6 SECTION 7, TOWNSHIP 31, RANGE Bz1.1 NORTH LINE OF THE NORTHWEST _ _ 2624.18 EAST QUARTER CORNER OF z 915.0 OF 914.8 I QUARTER OF THE SOUTHEAST 910.7 911.3 n , j x918.2 SECTION 7, TOWNSHIP 31,--� --for ` _ z EAST LINE NORTHWEST WEST 16.E FEET 1915.8 - x910.s 'v 916�_ RANGE 21 ` �6'S � �__OF THE NORTHWEST QUARTER OF � x91s.7 QUARTER OF SECTION 7, TOWNSHIP x91z.z O I 1 I -_ Lj 31, RANGE 21 Z, 91s.2 T _ Cp THE SOUTHEAST QUARTER OF r --__-_ / C 916.4 ----------------- _____________________ _ _ _ S O U T H W I N D HOLDINGS, L L C �x SECTION 7 TOWNSHIP 31 RANGE 21 Ln m� 91s.7 91s.2 91s s l �,�] x11 s8 E Cvv 467 922 3 922 2 923.0 __ ____924.9_„ 912.6 B10X7 BOX1 � 8000'36" x919•o 9201 EXISTING _ 91s.4 N n I i\ r e -r I I e / r- i -r ' �� w l RCS 23002 I goxs B0 / x w I\1 I I F< I F•1 I/\/ F._ •. 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I F_- F< E SOUTH LINE OF THE NORTH 521.00 9v.9 x 915.2 E X T Z .� I v 1 \ I I I Y Y L- .. 467.12 C E P21.9 1 I O N WEST OF LINE �'I ♦� /-\ I \ I �_ I \ x914.0" � -911.9 _ ` 926.8 N N I OU O o,O Q __FEET OF THE NORTHWEST QUARTER (� ti -r wlLs 9186 9z4 z of v EXISTING G z OF THE SOUTHEAST QUARTER OF "' WEST LINE OF THE EAST BOX1 923.9 RLs z3ooz 4 N 913.2x O 467.00 FEET 923.7 H Z ° tia O X914.2 914.o a, 91 5.1 01 FENCE o �� SECTION 7, TOWNSHIP 31, RANGE 21 -OF THE NORTHWEST QUARTER OF x916.3 9183 ' BOX14 N goxls 923.4 B X13 BOX14 923.8 BOX14 9241 P x 16345 EVERTON AVENUE ' < z " x x X XX X x ~X 913.a 911.1 s88 00,-36 E I � � x X x 910.3 v I p THE SOUTHEAST QUARTER OF x912.8 BOX20 N o 921.9 ASH9 BOX9 BOX14 ° 924.3 RL5 6617 10 x I 913.3 917.5 EXISTING I O 914.2 F 920.6 ° m BOX8 �js 922.1x 923.3 5 rn n 913.1 v M X x x917.1 ° _-FENCE NORTH m F- z�;^ s ° 5:28 ° I O SECTION 7, TOWNSHIP 31 RAN E 21 F_ W <N~O °' rn '�-' V g y � °� ti 9f O c� � � 2• � BOX183 923.7 BggOOoXxx611 BA557-3 912.4 x 914.9 ^1' I ✓ 2x W BOX14 TFR BOX17 BOX6 k E�24.5 Ln in W - S m OF LINE Z_ al �zs.3x NORTH, H U G O, M N ° 909.2 WET�� I 910.7 .--I x J 917.1 w�. 918.9 BOXls 922.OV923.9 OX9 W BOX7-3 'r 1 x910.z x910.8 'S 919.5 BOX7 9 ¢x x 91 8 913 5 ELM7 ELM8 915 1 _C \ -f BOX9-2 917.6 x 92 X7 BOX1 BOX9 919.8 920 2 N BOX7 BOX13 I ASH14 BOX? y` I¢ 912.4 x `9 `° EL 913.4 915.2 ELM6 BOX7 RLS 6617 j BOX8 BOX6N NUT14 925.7 I 913.9 923.8 x 24.8 I 91 X8 x 912.2 x 914.2 r F�i-. ,.'BOXBOX8 Imo! = x 923.3 '� I 925.9 0M�w$ (� 3 910.9 913.0X8 9 .9 92p >922 3 N COT16 00 _j BOX9 1 3 913.6 y 916.8 915.5 915.9 919,g 919.72 9I gox7 9z1.6 BOX14 LL x 912.3 x 921.6 � x 926.9 ---- 100 ----- J! x \.L/ �.I� �I� �.I� 921.0 919 3 N (7 LL F- 916.4 -1 920 x913.0 Box6 I 923.2 Z 913.1 913.3 912.1 913.2 Y2x •8 923.1 v cor33 +I O 912.4 BOXIO x Box6 w 911.7x CO 4 x 911.1x ELM7 BA557 �.',. 921.8 PROPERTY DESCRIPTION I COT6 WETLAND 91°° 912.3 9199 r 922.9 F x911.9 ELM18-2 B23 -tELM7 U 913 4 y BO x 923.7 Z W 926.2 x 912.3 pope x 3.4 917.31 913.2 913.2 &. 914.5 915.9 919.9* 922.3 924.21 av, X w 9j b 913.z 914.z �PTz03 9 .0 i� 917.4 g21.21 9z1 4°'$ I'BOX18 B. 9za.z W U_ �y Box1s The Northwest Quarter of the Southeast Quarter of Section 7, Township I z 12 cMP x917.2 x 11.1 x910.2 x910.4 913.5 9221 BOX10 911.3x ��1��� o~ 10.7 BOXlo BASs7-2 -1 9zaa 9zs.s 9zs.1 926.1 x 31, Range 21, according to the United States Government Survey 911.6 ax INV. J13.2 9 =913.2 /� �5 924. 925. goxu 11• 912 0� x 911.3 x 912.0 x 914.2 x 919.2 .,. 925.6 ---- .L thereof and situate in Washington County Minnesota EXCEPT that part 9 ti a BOX15-2 6 x 913.a 913.8 j3M�1 x915.4 921.9 °� 924.6 926.4 of the North 521 feet thereof, lying West of the East 467 feet and lying -T ° a� 9°3$ t °'�°+ x916.9 917.s x911.8 x916.7 91s.4 2 POP7 x 913.6 x x 916.8 x 913.2 913.9 x x 913.3 x 922.8 x 923.5 East of the West 16.5 feet, ALSO EXCEPT the North 467 feet of the East �,� 913 x917.5 91s.4 913.6 x913.2 L/ x924.79z5a 9�6'2 I Z .Cj P 918.s x916.6 con92S.8x x 467 feet thereof. w � 3 9 WETLAND x 912.8 U) 0 x 914.3 Cd Box9 1-1 r 910.6 912.8 g25.2x 927.1 I a 913.E �I 914.1 ? 915.70 924.9 92s.3 BOXB 2 921.0x 920.3 91L2 = W 910.6 Ly/ PTz04 911.9 920.5 923.1 9Z7.4 ~ = rl �x co Y x913.5 91s.8 917.9 x 914.1 NOTES O j Z O 1s o °m 915.3 913.2 BOX7-2 x Z O O Old O �' 915.0 01 x912.2 x913.8 x9 ,z x913.2 912.1 '� 926.027.4 x927.4 1� o .+ N 917.3 y� 926..1x = W U IGj.-i •• N N O\ x 914.8 x 913.4 p x 27.6 - Field survey was completed by E.G. Rud and Sons, Inc. on H LU x917.5 8 918.2 LO x914.2 x91L4 I 915.4 WETLAND x914.9 x926.4 x926.2 920 8/01/22. 913.5 r x 21 c° 915.8 9z2.3 O W W " x 914.6 0 ,y O\ d• x 911.1 I w O o w rn r 1911.0� 916.7 914.8 x914.1 L x913.5 916.9 x926.1 Box1o \ 919.4 9n.z .'--x Z O 920. M -\ k x 916.8 x 916.5 915.6 927.1 w W Z S x � '` '� x 913.2 x 912.9'i1L 'i1L 'i1L 'L BOXl11 - Bearings shown are on an Washington County datum. � � a 915.8 921.2 ^ , x912.6 Q Q SPR9 x919.7 x920.1 \�\ 913.8 912.2 ti 926.8 w � 915.4 918.0 9 / 1 910.7 914.0 goxlo x (Y 01 915.6 ?Q x 917.9 914.9 13.0 922.38 x 925.6 x 927.1 - Parcel ID Number: 07-031-21-42-0001. 7* 4 1 \�/ 9156 x915.6 912.0 914.5 x916.0 918.1 x920.4 �PT210,923.2 x925.0 x925.2 926.6 x 914.5 915.3x 915. SPR9 x918.6 \ 2`'Sx Ax 914.7x x �916.1915.4 x916.4 x917.9 x916.6 1 913.0 x915.4 9 9.y6 SPR7 915.5 918.7 / ` x 914.1 x 912.6 k7: tiCO-" - Surveyed property contains 1,081,644 S.F. (24.83 Ac.). "" �916.6 x916.8 SPR10 919.2 Sr {f� 9264 ` x C BOX7 BOX18 SfPR8 918.6 }: SPR10 x 918.3 Ir 1 \`I 911.2 �', x 916.0 T x 913.4 � 926.0 916.1 T SPR10 SPR15 919.6 Y" 917.0 915.9 BOXI x 916.8 SPR7 /- �� p� x x 914.6 x 912.7 Boxlo -� � -- ,y 916.3 x917.6 x916.3 x913.5 y� x914.2 x915.5 x917.5 x918.8 9260 9 x 917.5 9 12o s to / 9111 2 IA x 912.0 x 912.3 913.6 913.34 x 920.8 Boxs 16 a 9 z9 0 919b 9 i.z 917.1 916.1 9z2.9 x y y, p 914.7 ASH7 �� g - G 9 0• SPR10 rn �Cb �•,BIR10-3 910.7 912.9 b x916.7 lL 913.s PT209 9z4.0 924.1 925.OxQ 927.1 I herebycertify that this survey, Ian C ax ti 1y n C1 O 0917.3 910. Id x916.0 gox7 92 926.4 or report was prepared by me or under 91s 3 ti° 9 92'DyApp1 92�9 O M x914.4 x920.3 � 9z0.7_ rn N y 10 / Ecl x915.7 x916.2 x912.4 my direct supervision and that I am a 9165 15 918.0 ° s 923,9 x 921.6 '� 913.1 > 924.8 x BUCK6 °� 92 N 'm x916.1 913.9 '�` '�` '�` /� duly Registered Land Surveyor under I 9164 w 923.3 s ti O 917.8 9 1.2 x 913.2 921.1 920.7 921.4 x 922.3 W N 9SH1 x916.6 x914.1 � 6 � °� 92 � �ASH12 913.s x910. x912.6 x917.3 x920.3 (�j1 ASH14 ' ¢ Z ASH14 13.2 914.8 Z N the laws of the State of Minnesota. 915.5 9,,61 �b F92 91s.3 _I_ 1 9i7�- Io i F - °� ti. 914.45 o. Cti zS �1 tv ?13.s ;W - I F 1 F- oti 915.0 3 13.3 t0 z + 0 x 7 916.7x $x �L �P �, ��JC7 ^ �� :T202 ASH13 I I 1 I L_ 914.1 �,ct 914.0 C� H W F- v ' \ 4 11 917 5 919.6 Ci !`}�O C;h A /� 918.1 �9 14.0 �-r ,\ y4) (n U O N wALzz -I / x911.z x912.4 x914.2 Kevin C. McCain ti / 914.4 913.6 915.7 a 913.2 9 LO 4 X LU x x927.0 tfl x 917.6 'y x �IIIL 913.5 x 924.3 x 924.2 92s.1 x W L� \ 915.5 � x918.7 C� 92 x923.4 N � ------- f 73 �-- APPB ti• u � x 914.8 °I 'L 917.8 g °'L 92 / ASH 1 x 912.9 l� � � C T 'L O ASH19 �.Li 916.3 ` SPR7 tiQ� x 9 �Lti�� 911.6 x912.3 917.6 916.4 ~ 924.1 923.8 rn Date: 8/10/22 License No. 58542 , 917.s glg.0 �Pti° 9 ti ^ o P 913.6 917.1x 915.4 WETLAND 925.7 92s.o 926.4 926.4 CHE6 II x917.0 ^ 917.4 18Rzo 0 2jd titia ti^ h Q�� APPs x91 .4 917.4 914.6 913.7 913.6 914.3 x SPR10 918.1 x y_1 ti x 918.3 x 916.3 , x 925.7 x 925.0 x 924.1 x 924.9 925.6 a S x 11.8 x914.3 = I a, SPR9 ti�0� /� � xdilt,5 x913.2 x917.6 x916.9 x914.6 x924.3 III 925.9xg26.2 33__ , x 914.9 Box? LEGEND 917.Sx +. 917.6917.8 �� x918.0 `b SPR9 915.7 x 916.5 918.2 915.3 "C T 917.5 ~ Z 926.5 x 917.2 Z Z 4, 917.2 SPR9 x 917.3 915.8 915.0 x 914.2 �913.9 x 915.2 x 922.6 x 92s.6 x 925.3 w 0Q x O �A5H1s P1N12 x912.6 914.0 /`\ x925.6 W F 926.3x 914 y(<. 926.0 2 • DENOTES IRON MONUMENT FOUND AS LABELED a �� MAPS 917.5 913.8 '< 91s.3 x915.5 _ p z a 916.6 C'; v APP10 WETLAND `/ a F 926.4 0 915.2 913.9 915.4 y 915.9 WETLAND--, zoo BOX6-2 6 O DENOTES IRON MONUMENT SET MARKED RLS# 58542 W = rn MAP 8-5 APP10 91}.9 917.7 915.2 916.3 4 x 1 < 916.2 O 915.6 914.6 SPR12 ry 92 W In F Q, DENOTES WASHINGTON COUNTY SECTION MONUMENT i � � p 91s.6 0x 0 912 `' 914.2 917.4 91s.o <, 919.z 9u.1 9z41 = w 926.1 Cp n2 916.4 W Z 91s.4 915.4 912.5 912.7 918.2 x917.3 ` Y' 923.0 923.3 922.3 9z1.2 922.0 � In 915.1 ` x916,8918.1 917.0 \ 9z4.6 924.4 W p �I ac DENOTES AIR CONDITIONING UNIT z o �U, 916 -BOX9 914.5 � 9 2.1 912.8 x916.9 o W W N 927.0x ❑ DENOTES CATCH BASIN Uj z In x915.0 915.1 q15 COT20 912•9x 912.6 915.6\�� 1 915.0 9LZ 921.8 Woo w I Q W gox9M816.0 � x 913.4 !- x 91 s.0 Z � 0 (n �lll� 11.9 \ PTzll �- �co DENOTES CLEAN OUT Uj -I 4.6 915.1 1 5 __ 916.z ,L ,,, z O O Q 9 .0 915.8 ix 91L \ J F F x915.5 x917.8 � Q O ❑E DENOTES ELECTRICAL BOX r = 1'�` 6 0 9 -____-- 91s.s 91v , � 91z.s �. 91s.o \�` x919.4 x917.8 F- < 927.z 9 X952.36 DENOTES EXISTING SPOT ELEVATION I Q F- 91�' x 4.z p I i ;--OVERHANG 1N 912.s n ' \ ° x919.o < Z) D �rx ��yi.,1I 914.1 913.9 917.8 \ 'r 917.9 W a0M 8 Q Z 3 9 9 r 913.0 913.9 x 914 99 471 917.6 / \ 919.4 ✓ r 14.9 915.4 (o x 921.4 x 922.0 920.8 922.0 x 922.6 j© DENOTES GAS METER jM�� Q � 9P�` "' '� 4 •I x918.2 \ 917.5 x916.9 'L x9z2.2 x922.1 923.Ox1 O Ln O '9 a' E x 917.8 \ 916.2 9 926.9 x 913.0 INV,_ � 916.0 DENOTES HYDRANT I x913.9 0 M U 915. x 912 0 x914.2 x914.6 -916.2 \ x916.9 921.68 OO DENOTES MISCELLANEOUS MANHOLE A I x�} i J � x91 . ,,L 14.7 \�ET�rr�--WET x9129 x914.s x915.1 x918.9 OPT208 00 915.3 91s.9 921.4 OS DENOTES SANITARY SEWER MANHOLE co M x91 = I INV.=912.5 912.2 918.0 918.4 921.7 • DENOTES SOIL BORING. BY OTHERS a 914.2x x9 s.0 x913.5 0 ` 916.0 x920.8 x919.4 ( ) F- z EXISTING 919.ET a 913.3 91$ 920.8 92 x914 Q BUILDING 9 " 919.8 923.9 Da DENOTES WATER VALVE 91 U 1.vv z0.0 x vvvv22CRQQ = WETLAND x912.8 x918.7 7 x921.4 I 9z x918.6 'L x9z3.1 O DENOTES WELL I 919.5 925.3 912.9 w 915.2 x 916.4 > F 918.70 918.7 x918.3 -iI 922.6 924.5 DENOTES WET LAND I x914.1 O x913.9INV. 919313 Lil 913.4 914.8 �PT205 x918.2 x919.3 910 920.a W P19.8 ND 924.1 2� 920.1 x 921.4 913.4 x 923.7 20 2 I �91 91S � x924.6 X X DENOTES FENCE L I 2 g14a x914.4 x915.3 ��ti 923.8 9z2.3 V y 914.0 x 918.7 x 921.7 DENOTES RETAINING WALL � \f�� ------ t73.$ ------- - 914.7 x91q, x921.6 917.6 915.2 DENOTES CONTOURS x913.8 Box6-2 921.6 FF 922.2 916.7 5,5 x914.0 x9�PE.7 x920.3 x92s.z ,lll� '( ` x 914.5 c�ti x 921.5 x 922.8 x 926.1 x 928.2 ri DENOTES EXISTING SANITARY SEWER ,G 16, BOX7 0I13.8 91s.z 919.5 > � �J35.1g x917.9 x920.5 x9z0.1 I��. 928.4 918.1 914.9 x915W x920.2 » DENOTES EXISTING STORM SEWER )v�( ti BOX9 ��915.0 x920.7 �ti � x915.6 � - - � 916.2 ;,; 916.3 U° 9,�5.3(a 915.7 920.5 922.7 926 0� 9titi DENOTES BITUMINOUS SURFACE ASH9-s, 91s.2 91s.7 e9J �18. ti~ 915.0 913.8 92s.5 x926.5 ) DENOTES CONCRETE SURFACE I 914.3 C,l °��� OX8 �`°� 14.4 917.1 926.3 926.4 x926.3 - �. ID 926.0 924.8 924.3 923.4 9z3.1 923.z l� 920.1 F - a'°+$ ?17.4 924.8 x927.4 9 9z4.8 9z1.1 DENOTES GRAVEL SURFACE I ��ti°+ BOX7 -1 916.3 DENOTES PAVER SURFACE ?17.5 917.4 �NX 915.6xx14 921.4 920.6 BOX6� OX7 In -I- I I r- �� I - - 918.9�� ° ° 916.1 921.9 A -1- x914.2 x922.z �� 1 1 A r� -r r- r� 917.4 917.6409 Ox7�m x 917.6 x922.1 x922.4 �/ I\i I\i I ~i F- / \ I I I I I / \ F! �� 919.6 921.7 I I L _ /-\ �i 1 _ I F-- F! � DENOTES WETLANDS PROVIDED BY EARTH x915.7 916.9 BOXll BOX7 BOX6-3 )92 O 922.4 \x " / \ I \ I �� SCIENCE ASSOCIATES, INC. IN 2022 ELM7 918.119.1 x915.6 x914.7 923'7 x924.s 917.1 �917.2 g� .4 918.6 x 915.8,E \ET O T x 917.4 ASH8-3 OX7-3 gBOX1s BOX7 Yr`- x925.0 925.1 6 T- 9z0.0 x 922.6 92s.3 x 925.5 x 926.5 x 926.1 x 926.3 x 924.0 922.4 x 923.4 L0 A x 926.5 917.1 Box9 9 x 9�,7 925.6 x 9z4.6 � 91 1X'$ 920.8 r6T x914.9 914.77914.5 -"I x917.7 922.2 x921.1 !( 916.1 917.2 V BOX ASH8-3 ,' B207 00 916.6\' � O�PT201 91bgC16.8 �r 9�$ 916.8 i TREE DETAIL 916a 916,8xASH6 �9183 BOX 9S N 01 x918.6 ' 915.4 WETLAND 924.86 917.4x 919 3 920.8 N N 918.1 p1 � W x B9 �18 7 BQX7 O\ Oy''_ 919.4 x 915.0 PT207 ,Lx 917 9 `;',��8OX9 2 BOX6 920 6 BOX7-3 ASH6 3 921.3 91a6 sox9 925.6 925.8 925.5 925.8 922.03 . 91 ASH7 920.s 915.0 921.8 DENOTES ELEVATION 91a7 Box6 915.1 924.4 925.3 926.4 926.1 OPT212 C7 N 0 ASH7 Bp8.6 Box6 .Boxlz x918.9 916.7 j�ls.3 �� 924.7 923.9 924.3 926.4 9z6.1 9z5.2 916.9x 96.3 Z LU O 90�0'�-__----- DENOTES TREE QUANTITY 9184 919.8 920.2 x923.1 x922.1 x921.4 917.3 x U F- 0 ASH7 - ( 917.9 919.5 920.5 918.9 In I CO ���� 919 1 COT14 BOX8 ---- 917.7 917.'�� .o BOX7 919.5 x 919.9 AL 925.7 W Uj DENOTES TREE SIZE IN INCHES 918z �m µ;BOX6 916.3 � �-��- DENOTES TREE TYPE ELM6 � 9189 .,',>920.3 01� �\ 916.$x 916.4 ASH1 BOX6 COT12 �O , \ ASH14 O 918.4 ��...920.0 )V x 920.6 x 920.2 `� � �� --- ASH10-2 ,=BOX7 x917.8 ! x928.1 x9z7.6 x926.8 ---- 100 -- HB ?18.9 6.4 9� 6 918.8 920.8 917.9 91s.9 '"`ELMs x 926.0 x 925.7 x 9z5.3 x 925.7 x 924.2 0 ,il� ,�< 923.9 x 928.4 930.2 929.2 x 928.0 9z7.8 926.8 926.7 923.2 N 921.4 Ir r/ n20 x 925.3 Y (,,x 916.4 x917.3 �, q 8 �.'ASH6-4 x930.4 N ELM7 l S x V' 917.3x � O} SOUTH LINE OF THE NORTHWEST \ I 917.4x 918.5-' - � x921.5 16.6 x928.z � s \ / x918.4 BENCHMARK 18.2 919.5 921.2 920.9 918.8 __QUARTER OF THE SOUTHEAST 925.7 IN WETLAND 9 MAP 918.5 x 9 ASH15 x918.8 x919.6 x921.0 x 14? 1s 5 930.68 i� QUARTER OF SECTION 7, TOWNSHIP x928.4 ^ \\ ° 918. y �.' x919.8 921.3 x923.5 9z6.4 o OPT206 � 31, RANGE 21 I� 9v.1 z 91s.0 91s.5 Ati 918.4 ASH7 919.z 9, ISO�o T ry.}b x929.9 931.8 1 ti x f 1 :% ASH7 �q +72 W ETLA °'�o o' I o. x ,0 'r 916.5 x BENCHMARK: MNDOT GSID STATION - - _ 1. 9240 q3�6 32 I �� 928.0 x926.6 N 918.7 I z 918.3 IRON PIPE s 96�z - 9 y w 0 926.4 O� U 918.9 919.1 922.E ''BOX10 • ?, gox6-.;."931.z I N o o'S 9z8.s x 928.1 x 929.8 x 929.8 x 929.5 x 929.3 x 928.7 y� z O #41920 (NAME: 1400 M) ELEV.=932.39 �' 919.1 BOX7 s'r"m 9 -2_, x928.9 9z9.1 9z6.1 917.6 ,,, 920 MAP8 ASH14 x 920.6 x 921.9 BOX10 930.2 N °j Q BOX7 928.4 �o ae N xLO x 930.4 w m x 930.2 x 928.8 x 923.6 / H U a 921.7 920.8 ,��` (NAND 88) Q _ °•X x x 920.6 Box .2 14 CHE10 fp mrn mrn m 928.2 BOX14 Oho o X e e 930.7 926.6 Z 923.8 930.7x ELM12 m M o 0 931.0 N 2 9z3.0 0 9z6.6 930.0 932.7 9 2 m ) 930.8 N \f�L w LL_ 920.8 o �~ 2 921.0 x 922.0 m m M ox BOX6 93 19 ( X W 921.3 924 N 918.2 915.8 rn° 9 922.3 931.7 930.83 93o.a 927.7 9z9.8 ° 920.6 91S•g I '` -�_x n -,- 923.3 9z2.8 921.9 928.5 929.9 ASH10-2 928.81316.77 928.6 929.6 1 9z9.1 x929.0 929.5 931.3 930.4 931.0 x 922.5 -I k925.0 9z6.3 Z16 "-931.1 931.7 ll oAK15 Box6-5 S RIM=929.2 z x I 930.E o ff 930.6 L i�i i , 9z6.6 9 \ �lll< 922 3 L- , '; ,, I i xi I �- '3� � -�- �930.8 3o N87 53 33 W gOXB� V 923.0 . , x 926.) 1 r x �7 x x 930.0 , x _,_ - 916.7 7 9 x 930.7 O � 920.6 ,� 90 922.0 923.8 923.9 924.9 923.8 L- x 926.0 L- " _ '.: ,"x 930.2 _ ��I 930.6 A �� 9 INV.=916.7 j 930.2 922 I I I x'9z7.2 /` ^ � x 931.81 L_ .. , I i 3p¢ -' RON PIPE 931.7` L i xi I 31.Oi 315x , <_ 931.1 920.6 916.4 xi GRAPHIC SCALE 930.z 931.6 L _ .. L .. i 1 1 L $0 0 2$ $0 100 932.d 9 INV.=924.9- +� -INV.=925.4 r- II x 931.3 �/ - ' -'- x 924.3 F� �.; I x93�2:z k931.� L: i.: x921.2 I A L� _ ♦ � II �931.8 LIL � � L ' 11 1 1\I f- K /\ I r♦ I n i\ r- ♦ L r\ r, \x 916.3 Fe 1 1 I n r\ r\ 1 -1- 1 �\ A I �- /-� ♦� L- \ L• LL54 1 INCH = 50 FEET Nun I EGO Run IDE -�aoa EST.1977 Professional Land Surveyors DRAWN BY: KC M JOB NO: 220414PP DATE: 8/09/2022 6776 Lake Drive N E Suite 110 CHECK BY: 22 FIELD CREW: WWW.egrud.COm 1 11/23/22 PER CITY COMMENTS KCM Lino Lakes, MN 55014 2 Tel. (651) 361-8200 Fax (651) 361-8701 3 NO. DATE DESCRIPTION BY SHEET 1 OF 2 SHEETS 220414PP CENTERLINE 165TH PRELIMINARY PLAT O F■ STREET N. ASOTRAVELED S88000'36"E 16.51 ONEKAt/65TH -2759.17 _ S88000'36"E _ mc� ST. I� ;;_1 `un'D M - - - _ _ N88°00'36"W _4 \ NORTH LINE OF THE NORTHWEST - PRAIRIE \ 16.5 \ EAST LINE OF THE WEST 16.5 FEET \,_QUARTER OF THE SOUTHEAST 2624.18 - - 16.5 --O to F THE HE NORTHWEST QUARTER OF QUARTER OF SECTION 7, TOWNSHIP �1 EAST QUARTER CORNER OF ` J7 , v SECTION 7, TOWNSHIP 31, -\ 31, RANGE 21 1 ZONE ■ FUS _______________________ _RANGE 21 SOUTHEAST ko QUARTER OF 1 C � T ______ 1: ��-- -------------- 467 11 a SECTION 7 TOWNSHIP 31 RANGE 21 ~ C �► SSSo00'36"E � = 1`"\ N �" � , N � ' �♦ r� -r 1 I � e / r- i ner: Lee Seng r �� �- PIN N 7-031-21-42-0002 E P N forN Zz Ln L,j ^I '� I\I I I I-< I H 1 ,,,, F._ -;- ,• I I n r� -I- r- r" r 467.12 E X C T I O N _ I I I I /_\ F! I F- F! ` wpm110 � o O 11• � I I v \/ 1 � I I I r r L._ \i 1 ,y /^��y RLS 23002 10 1 O � Ln Ln �� p \x \/ / \ I \ I L_ I \ N w� SOUTHWIND HOLDINGS LLC LY ° N O FEETOLINE OF THE NORTHWORTH521.00 L^ O WEST LINE OF THE EAST 467.00 FEET RLS 23002 W z Owner:Tracy A&Nancy Chelmo SOUTH LINE OF THE NORTH 467.00 \ F_ Z N 16.5 PIN No.07-031-21-42-0003 0 s� __ FEET OF THE NORTHWEST QUARTER --OF THE NORTHWEST QUARTER OF \ S88 00 36 E OF THE SOUTHEAST QUARTER OF i p THE SOUTHEAST QUARTER OF \__FEET OF THE NORTHWEST QUARTER 1ko / O SECTION 7, TOWNSHIP 31, RANGE 21 ~ OF THE SOUTHEAST QUARTER OF PROPERTY DESCRIPTION a ° w _ _ _ _ _ _ _ _ ILL835.28 SECTION 7, TOWNSHIP 31, RANGE 21 ,, D � z I OUTLOT G U ¢ ` 449.7 I I AL LO U) of 8,337 S.F. WET Z- 79.8 SECTION 7, TOWNSHIP 31, RANGE 21 The Northwest Quarter of the Southeast Quarter of Section 7 Township ° "' � � ,� 12z.7 -I o z7.00 27.0 225.3 RLS 6617 (� `Q Q P w l o wE °' 31, Range 21, according to the United States Government Survey 1 I M IvMj 4j8 W thereof and situate in Washington County, Minnesota, EXCEPT that part -+ �o 1 6 27 M $2s 16I.4 of the North 521 feet thereof, lying West of the East 467 feet and lying 1 17-1 00 ___ _ <, 1p w I -2�-- - 8,427 S.F. v .I�, .I�, .I�, .I�, u u .I�, _ East of the West 16.5 feet, ALSO EXCEPT the North 467 feet of the East I I M I I i[Lc�`�'�`��j \ \ /�\ �T1 � rY3.6 WETLAND � 467 feet thereof. y _ _137.6 _ M P `�/ \ \ 9 / \ 1< q1�. z - - - - - - - - � y OPT �/ \ \� 10,296S.F. , NOTES \`� 06 L_13M___-13M �� A rn / I .II, .II, / \ \ / / \ M - Field survey was completed by E.G. Rud and Sons, Inc. on -TAT\ \, \` / 5 I I OUTLOT B 10,340 S.F. 10 1 �T �' / a / 1 ' \ / 12,452 S.F. I a � _ �- WETLAND 9,718 S.F. O 116,121 S.F. \ \7� \ \ / / - Bearings shown are on an Washington Count Coordinate ! N / 1 DRAINAGE AND UTILITY EASEMENT / \ o _ _ In M ti - OUTLOT A y 1 L - - - - 1 - (OVER ALL OF OUTLOT B) \ \ / System. I � z p co - - - - - - - - � � � � � � / \ \ / 41.6 < 1�/ ao W p 94,4 94 S.F. N / \ \ / \ / / 2 Q O O ~ DRAINAGE AND UTILITY EASEMENT M o - - - - - - - T \ \ / Gt,' A \ / / a� - Parcel ID Number: 07-031-21-42-0001. = w Z (OVER ALL OF OUTLOT A) N \ WETLAND / \\ tiro r� \ / I O � Z \ �y / 7 �1/�� � / / / I N mo I herebycertify that this survey, Ian or report was prepared b me W ON 2 \ ��� l 10,502 S.F. / / I 'o Y Y/ p p p p Y or under my direct supervision and that I am a duly Registered Land U = w \ 12,469 S.F. \ o �� �� o " � � � � � / / ° � I �Z Surveyor under the laws of the State of Minnesota. o LL L N 277.6 �h`' \ \ o / � \ �I 11 I za W O O LLB 82.6 -� I J ---- -- 10,097 S.F. I 238.8 I 3 65.0 _ o zUjujC7 _ _ _ _ 65.0 65.0 - - - - - - - - - - - - - - -� L - - 135.3_ - ---- AfIq1 H � � a I - - - - � - - 70.0 70.0 Ln 8.9 ,E _ -_ - i � I I ` r i 98.8 -4 - - - - � NL - - 120.0 - � 01./� � LO Q Q I I I I 1 - Kevin C. McCain LU o aM 1 I ;' '- - \ - - I 1 // I I �I �,DRAINAGEAND �\ ` r10 � I - - - - - - - - � 1 I I 11 \ 10 10 -\a \ of \\ o Date: 8/10/2022 License No. 58542 \ ____ I I 1 1 LU ~ f- \ / I I UTILITY EASEMENT rn � \ 6 \ o\-' z LU 1 - I M I I I I I I z� I / I I \\ m \ 11,432 S.F. \�o J 3 w w (� SITE DATA �ff cn 1 ti l 1 "'1 1 M a" o W l ,'� _ I I I ro , T m o 12 I Q CD `"1 1 4 o Q W M ~ t \\ �� rn a \\ 27.9_�� I 7,800 S.F. 1 a c� �I I M 3 Q I I Y r I I s 3z � I z Q = M 10,611 S.F. M 2 I I z y �� .0 TOTAL BOUNDARY AREA 1,081, 44 S.F. 24.83 ACRES �� I I 8,535 S.F. I I 8,535 S.F. I ~I I Iw \ �li `I' '< �\\ 197.2 R-20.0 a ~ LL 6 ( ) �o I I I I I s,535s.F. 1 r- D I `°I 2 I Imo, 3 \ ti - - - - - - - - - - _ - �. I or- RIGHT OF WAY AREA 184,012 S.F. (4.22 ACRES) I I 1 1 I 10,362 S.F.� D I I 10,032 S.F. 15,854 S.F. \ ' i - - - - - - - - - - - - - L - - - -120.0 - J i� ■ ■ 7 W OUTLOT AREA 336,050 S.F. (7.71 ACRES) �z ■ 1 1 1 I I I m I I I I �s� v v _ _ _ _ _ _ _ �1 OUTLOT A 94,494 S.F. (2.17 ACRES) vz W 1 I I I I rn z r_ I I / y Sg ' \'\ '/ \\ F r 30 OUTLOTB 116,121 S.F. (2.67ACRES) oa Z L - - - - - -� I- - - - - -� L - I m ° I I I\; ;- I I �� �- // �,�' weT ,c , \ 3 5 N U Z OUTLOT C 23,861 S.F. (0.55 ACRES) 79.0 65.0 - - - J L - - - - - Mz lio lol I I ' ' ' � ! .0 s 30 's 1 ti 13 OUTLOT D 68,160 S.F. 1.56 ACRES \ O o 65.0 95 4 - - - - 3 ti / "' I- � I 7,800 S.F. L O 65.0 L - - - / 6YfT R�' ,' -' 12 615 S.F. I` o Ln o ( ) - - - - - - I L - - os \ OUTLOT E 8,224 S.F. (0.19 ACRES) N 87.5 82.3 - - - 1 // ,' � - - - - 1O N / ( ) N N 44.2 0 �\ / G�W - - - - - - - W L - 120.0 J OUTLOT F 16 853 S.F. 0.39 ACRES I °�' ' / �� �� \� 1 ,' 170.6 OUTLOT G 8,337 S.F. (0.19 ACRES) i - - � � / - - - - - - LOT AREA 561,582 S.F. (12.89 ACRES) o - - _ 572.64 V STREET B ( ) - \ G - s w - - - - - - - - - N vJ o F- - - - - - - - SMALLEST LOT 7,800 S.F. 0.18 ACRES a N N - - - -150. i \ �s /\,� z� \ z LARGEST LOT 15,854 S.F. (0.36 ACRES) 1 z a / \ 1 \ o z I N c� 0 �' 11 354 S.F. �' w 4 ------- ----- 1 AVERAGE LOT 9,518 S.F. (0.22 ACRES) O (D _ _ 77T N \ ?i \ Q I 14 NUMBER OF LOTS 59 ova I F- 800 I \ o � � r'fl Qw I 10,173S.F. I I o GROSS DENSITY 2.38 LOTS/ACRE 1 W c=n r � ' 2 80.0 69`� / i \ < J 1 I I D, P �6 \ 1q1 �\ o z I L., 27 27 7 850 S.F. �, < o Ir - - - - -I I- - - - - -1 r- -65.0 6s.o - 40.1 25.o I I ` I \ \ o ~ ( Ln � I 30ZONING INFORMATION z w ~ � - - \\ - L - - _ 14L6- - _ - - Jwzv I 1 � � z I I L � 1 \ �'\� � � ' 1 1233 0 �-+ W ° � 1 1 WETLAND Iz � W I I I I 11 1 NI 6 \ o00 \' - - - - - - - - - - L - - - - -'- - � del+ LU 21 I I 1 1 1 I 1 10 541 S.F. / 1 - - N 1 W0Q of 9,581 s.F. of I 2 0l 1 3 L �wET 1oICrz < I I I I 1 1 Y' I I 2 � I r- - - � z o EXISTING ZONING: Future Urban Service (FUS) r = I I A \� 140.3 - - - - \ 10,444 S.F. / o LLz, O 7,So3s.F. �I 19,600s.F.=��~z`of � o loaw 1 01 I 2 0l I 3 1 I 7,8 Bs.F.<- I ��.\� �I - _ _ - - - - - - \ 0 1 3 / / wW PROPOSED ZONING. Planned Unit Development (PUD) 1 o a z I I I I ~ �/ o o r - 9 606 S.F. 61 1 7,800 S.F. o o - I I 5 �1 - - - \ 30 I � 15 Q o 0 ��a �� N OUTLOT F N NI I 7,soo S.F. oI I �\ / / O (DO I I 11 oz �/ I I N �I I I \\� \ 129, 25 I 10,708S.F. /� e/ 8,496S.F. 1 Q LEGEND 1 Uj U 1 I I 11 �����/ T 16,853 S.F. 1 I I 1 I "I I` NI I s,5o3 S.F. 1 7 - o I / r I J I\ `'�'}� WEr I I /�� I r I \ \ , -� N 1 \\ / VRAINAGE AND�L< I 1 Y a WETLAND 7 I 1 \\ TILITY EASEMEN 20 1 1 I I 1 '�' I 1 10,005 S.F. L - - - - - / / L - - - - 140.7 - - J ID _ • DENOTES IRON MONUMENT FOUND AS LABELED a - _J L - - - - / \- \ 1 I I `�' \ ND WET z - 2 -I L - - \ (OVER ALL OF I I I I 1 ` I `� 1 _ J o �+ ' INAGE P ENT / _ _ _ _ _ _ ) z O DENOTES IRON MONUMENT SET, MARKED RLS# 58542 I I 7s.z 65.0 - \ 1 I I I `° - - I 80.0 \ o OUTLOT I- - - - _ 1 163.2 - _ - - _ � � \\ DRPI(IEFSEM t�' �06 \ / �1u' cnO I 80.0 0 � 50.0 - -� I- - - - I I _ � Q '. DENOTES WASHINGTON COUNTY SECTION MONUMENT 65.0 78 2 I �F 80.0 65.0 65.0 J - - - _J L- - - - - -JI 72'2 V / 16` 13M I I � r-- - - - � 1- - - - � I � �� � 89.5 65.0 65.0 \ �� rn ° � z DENOTES WETLANDS PROVIDED BY EARTH Q 65.0 66.2 r - t WETLAND �, ,�� ,d� I , � I I I , ` ' I �- - - - -1 I- - - - - 65.0 65.0 _ - - - -� I � I �I \ �/ 11831S.F. I 00 wET SCIENCE ASSOCIATES, INC. IN 2022 40.6 24.8 Z OUTLOT C , L z \ v+Ec I I DRAINAGE 1 1 11 I I - - -- 1 11 (TOT LOT) � �\/ w ~ U) TYPICAL SETBACK DETAIL -,AND UTILITY I I 8 11 I 27 27 I 30 O O O N I c o I I I 11 \ EASEMENT I I 1 1 1 1 I I I - ----- ----- 23,861 S.F. �s6 6- , J W w REAR LOT LINE oN 6 0l 1 7 8GU S.F. o ~ ~ I o I 1 1 1 1 1 I 9,665 S.F. \ 22 031 S.F. (NET) / / O ^ 107.2 z Of a 9,403 S.F. �1 I 4 0l ° 15 0l 1 14 I I 13 12 0l 1 11 i i �i 9 N 1W I �b�o Q < �1 I I I I 9,385 S.F. -11 1� 10,744 S.F. �1 I 7,800 S.F. 01 I of 1 0 10 I r+ I 1 / �'��/ ^ o W o aM 1 I I I 1 7,800 S.F. N1 17 800 S.F. NI 17,800 S.F. of 1 MI 8,104 S.F. i I 1 Q / `�j $ ,...I / N .-I M S, N "I 1 7,849 S.F. �I 1 o l 9 �^ R,Z 107.2 " i I I I I I 1 I I I I 1 1 1 1 I I I I 1 1 � I z3 �j o I I STREET D N N -w -7.5 7.5 - - 20 z 1 1- - - - - - -J I- - - - - --� L - - - - - 1 I I I I I I I - N�- - - - - N - J I I 1 1 I0' 4 76.7 65.0 - - - - - - - - J L_ - - - _ I I I I I i- - _ - - 27 27 �\ z >_ j 1 0 78.2 45.2 89.5 65.0 J L - - - - -I I- - - - - -I I- - - - I - J 80.5 107.2 TYPICAL J TYPICAL Q ^ N 65.0 65.0 - -1 - - L_ - - 25 9 INTERIOR CORNER ��' N T 65.0 42.4 22.7 o LOT OJ LOT o - WET- R=750.0 - w - - STREET /� 166.6 U) o =W o - -I - -656.3 A N - - 38.6 N - - ' - 128.0 / I I -r I I r- n i -r -L7.5 _ � I I n r� -I- r- r� 1 � 69.1 R=300.0 I •x \' /- I \ I L _ I BUILDING ' SETBACK-' - -81.4 - - - - 80.0 98.5 80.0 N 78.8 I V - 111�0 DRAINAGE AND !Z _ _67•7_ 67.7 16.6 - - - �"F RIGHT OF WAY LINE UTILITY EASEMENT - f- - - - - -I I- - - - - 67.7 44.7 23 1 52.2 - 27 N 27 4 OUTLOT D STREET '\ (OVER UTLOT E)F z I� 1 1 I I 1 I i F_ - - - -�l0 10� I 1 ^ 1 9,908 S.F. r - - - - - 68160S.F. I I z I I Ln DRAINAGEOVERAALDL OFILITY OUTLOT D) ENT o I I 1 1 W I I ( , n II II o Q � 06 DRAINAGE AND UTILITY 19,960 S.F. o 13,2 0 S.F. �\ �G� 1 1 0l 1 2 1 1 3 I I 1 I 1 1 w QI I I 1 8 O� 1 co `' 1 -1N �\ N 4 I I I I EASEMENTS ARE SHOWN THUS. 100 ------- N� � 1 9,204 S.F.SF of 1 8 130 S.F. of 1 0 0 5 0l 1 6 Q W1 I 7 "' _ _ _ °' Ir \ N 8,130 S.F. oI I N1 1 11 083 S.F. - - - 120.0 - - - � \ �,0� 1 1 '-1 1 I I 8,130 S.F. 01 I 8 130 S.F. o f 18,136 S.F. � �1 6 I 8,507 S.F. M 1 1 � � � \ I I 1 1 "I I o �l � I "1 1 - - - - � 5 -I 1- 5 1 IL- - - - - - - - - - \� - I I 1 1 1 51 1 I I `1 �_ 1 1 1 1 WETLAND _ I << , _DRAINAGE AND_ J I- - - - - - J L - - - - 1 1 I 1 I N10 101 11 0 2 1 ` i -I- 84.6 `� i "UTILITY EASEMENT N T __ DRAINAGE AND J L - - - - - J I- - - - SOUTH LINE OF THE N _ o- J - - J L - - M NORTHWEST �iL< � � 140.0 N UTILITY EASEMENT \\ N N __ DRAINAGE AN �� - - - - J ^ 1 8,$89 S.F. IRON PIPE ZONE 4 2 67 8 67.7 67 7 67 7 UTILITY EASEMENT \\ N Ln __ DRAINAGE AND 27 27 1 __QUARTER OF THE SOUTHEAST P U p I 1 ;�; F_ K' _ 67.7 67 7 N UTILITY EASEMENT U)\ QUARTER OF SECTION 7 TOWNSHIP �/ �/ 1 r �_ 1 i-\ �' I /% i` r r- r� 67.7 81.6 N \ I I BEING 5 FEET IN WIDTH AND ADJOINING SIDE LOT LINES ------- ' 27.0 / 27.0 I- - - _ _ - - _ I I 31, RANGE 21 1 AND BEING 10 FEET IN WIDTH AND ADJOINING RIGHT OF -I- I I `� �� ' ' I I i i i\i 1316.77 - - J WAY AND REAR LOT LINES UNLESS OTHERWISE SHOWN ON r L: oay i i`I i N87053'33" 318.1 I THIS PLAT. '.,I L I W / �, I r� r c _ 90 OC°� G y I I rah - .. \5 L i' i �� < /I A - \. -I n __ l ' PUD Owner:City of Hugo RON PIPE �n <_ /' PIN No.07-031 21 44-0005 ��rJ� AP111C SCALDpJe L A i i w a I <SI F< L I i r/ NE ■ p(9O i i a,L� '�' ` I♦ • I r- I / c t h I-♦ I 11\I F- to O ° O O�O 00 O �,° �' ti 0 '♦ 1 e 50 0 25 50 100 ` -, -•- Cer L � J ti I a � o a a ° rx"� Q o e 3 � IN r- ` I a O J ti 7 b O D. ')' (> 0 LA A r r I -r/1 i♦ CFI \i ICI F- -Y- a'b� .Q} '1' I 4}�.' I 4? ' I O D. a0 by a I% ac O� O o P a y o a L a ti O 1 zc a' ec x�. c a r / - 1.1 ♦ . . - O O ; /�.- <' o o• e O ro i <• O c' 1' 000 ti La ti fY a 'L --- �� 11J -S- ♦a_ \ p' '\' 'f' O � ,' 'Y O L1_ I F1 /� I I I 11 1 11 I I\1 �,c°' yeQ o� O^ capl o� 5`o� c � <�I Owner: Bhisma&Indra K Adhikari 1 I O ° ° c ° t �c°. >° gJ°^ ca\o act, I Q �' S4 `�' PIN No.07-031-21-43 0098 O a` Q Qti� I e` �� I �c�� Oho I at ~� �. <•�a p�' Gam 0 0t ° at ° 1 INCH = 50 FEET •-- �� Q� o Qti I ti� �° Q I ca�� �� i.�J' L _ I I O I I O� I I Q OO� Q I O" ti��° I �caQ��� I O�cQ�� I Oe I Q O 1 lullm F_ Go Run IDE EST.11" Professional Land Surveyors DRAWN BY: KCM JOB NO: 220414PP DATE: 8/10/2022 6776 Lake Drive N E Suite 110 CHECK BY: 22 FIELD CREW: WWW.egCUd.COm � , 1 11/23/22 PER CITY COMMENTS KCM Lino Lakes, MN 55014 2 Tel. (651) 361-8200 Fax (651) 361-8701 3 NO. DATE DESCRIPTION BY SHEET 2 OF 2 SHEETS 220414PP PREL IMINA R Y PLA T S UBMI TTA L A N D E R S 0 N 13605 1st Avenue N . # 100 FOR Plymouth, MN 55441 1 ae-mn.com P 763.412.4000 1 F 763.412.4090 Anderson Engineering of Minnesota, LLC ONEKA PRAIRIE HUGO., MN L- I I I F-ii ONEKA PRAIRIE OWNER ENGINEER SDUTHWIND HOLDINGS, LLC CONTRACTOR SHEET SOUTHWING HOLDINGS, LLC ANDERSON ENGINEERING OF MN , LLC 5615 15TH STREET N , #192 13605 1 ST AVENUE NORTH, SUITE 100 SHEET NO. SHEET TITLE HUGO, MN 55038 PLYMOUTH MN 55441 1 HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR C1 COVER REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ry > C2 LOT TABULATION & EARTHWORK SUMMARY PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE O OF MINNESOTA. �I C3 EXISTING CONDITIONS & DEMOLITION PLAN 01 C4 SITE PLAN PRINT NAME: ADAM THIELE, PE m C5 GRADING PLAN i SIGNATURE: C6 SANITARY SEWER AND WATERMAIN PLAN _ ~ C7 STORM SEWER PLAN DATE: 08/09/2022 LICENSE N0. 51317 .� 01 C8 DETAILS REVISION LOG E C9 DETAILS NO. DATE DESCRIPTION OF REVISIONS oLd Q C10 DETAILS 1 8/19/22 REVISED PER CITY COMMENTS c) C11 DETAILS 2 10/31/22 REVISED PER UPDATED DELINEATION x 01 N C12 LANDSCAPE PLAN 3 11/18/22 REVISED PER CITY COMMENTS / � p 4 11/21/22 STORM SEWER REVISIONS o/ � jN ' 4 — harlage oFe.a 9 �t x O N �� _ Terrysr2palr9 I W + PRELIMINARY PLAT cxy,LGsrde f ry ,�r.z, Q �1s5 all Mawen m>v 08/09/2022 C N.ar:ln_•o•i CreeF.Fa n a- o SITE LOCATION - _ "�d�; `� "O 165thStH 1fi5tAStN Q U N. naciendaRanch 7GS1h51N 165tn51N lb5[hstN DESIGNED: DRAWN: CHECKED BY: Y W a fey ok--hq - j � W E o Lakes;L1N yY AT J R AT zQ 1 0 � r � =v LAY����� � - . t DRAWING TITLE o < t z W t CONSTRUCTION � z .o e h1eaiv r°9 Fracess:np AREA Oneka Place (n Q ll F3sh�o�r�seat.� a ' . 4 Maln:e= b DR HOFtan9 o l: r Y p P+e Emrxess Ave n O0 � +•,Elcmzn arq Scnppl ■ � s y}c m a COVER O 'X � Y - !I I:Wlk 1TIP=.tSd _ � - •wlld wn saT oneka/� '62rrd 5pN � Fb2*�a aH W/ Hugo Ethan Trait N� � i } Q Tu vien Van Phpt EKclu W 4 J st C+va Saddle.-: — Neuman K-v { Q • Academy,Inc - 2 Ave N • Y max. La 0 µ z of ,9 Harlifl Fiel7s I m ~ N O Whle a Park Arb W HI II F2rm v keel En=rgy9 rrar� oy .nx.. . ;' - A g71! '♦ '�"'�" DRAWING N0. Q 0 I o SITE LOCATION MAP N VICINITY MAP N in o SCALE:N.T.S. SCALE:N.T.S. I / N N N O E N p PLOTTED: COMM. NO. N LL_ o L ---- 17004 z x LOTTABULATION TYPICAL LOT DETAILS LOT BLOCK HOUSE TYPE GUTTER ELEV SIDEWALK/TRAIL DRIVEWAY SLOPE GFE LFE LOE 100 YR HWL EOF 1 1 LO 919.7 Y 6.0% 922.5 914.8 917.8 914.58 914.7 2 1 LO 921.6 Y 3.0% 923.5 915.8 918.8 914.58 914.7 0 3 1 LO 920.6 Y 4.3% 922.9 915.2 1 918.2 914.58 914.7co 4 1 LO++ 918.8 Y 5.7% 921.5 915.2 918.2 914.58 914.7 REAR LOT LINE 1 2 LO 920.5 Y 6.7% 923.5 915.8 918.8 914.58 914.7 A N D E R S 0 N 2 2 LO 921.8 Y 5.7% 924.5 916.8 919.8 914.4 na 3 2 LO++ 922.6 Y 3.0% 924.5 918.2 921.2 914.4 na 4 2 LO 919.9 Y 4.0% 922.1 914.4 917.4 914.4 na 13605 1st Avenue N . # 100 5 2 LO 919.6 Y 3.0% 921.5 913.8 916.8 914.4 na Plymouth, MN 55441 1 ae-mn.com 6 2 LO 919.2 Y 3.0% 921.1 913.4 916.4 914.4 na 7 .51 501 P 763.412.4000 1 F 763.412.4090 1 3 WO 923.7 N 5.1% 925.9 918.2 918.2 915.31 915.5 Anderson Engineering of Minnesota, LLC 2 3 WO 924.6 N 4.4% 926.5 918.8 918.8 915.31 915.5 3 3 WO 923.6 N 5.1% 925.8 918.1 918.1 915.31 915.5 4 3 WO 923.0 N 6.5% 925.8 1 918.1 918.1 915.31 915.5 1 w TYPICAL TYPICAL 5 3 WO 923.0 N 6.5% 925.8 918.1 918.1 915.31 915.5 _ 6 3 WO 923.7 N 5.8% 926.2 918.5 918.5 915.31 915.5 z INTERIOR CORNER o 7 3 WO 924.0 N 5.6% 926.4 918.7 918.7 915.31 915.5 J L('� 8 3 WO 924.1 N 6.5% 926.9 919.2 919.2 916.06 915.5 LOT LOT w 9 3 WO 924 N 5.8% 926.5 918.8 918.8 916.06 915.5 z ONEKA PRAIRIE 10 3 WO 923.7 N 5.8% 926.2 918.5 918.5 916.06 915.5 0 11 3 LO 923.5 N 6.3% 926.2 918.5 921.5 916.06 915.5 J J 12 3 FB 923.3 N 6.7% 926.2 926.2 926.2 916.06 915.5 13 3 FB 923.0 N 7.4% 926.2 926.2 926.2 NA w 151 14 3 FB 923.0 N 7.4% 926.2 926.2 926.2 NA 0 15 3 FB 923.3 N 6.7% 926.2 926.2 926.2 NA -)/ O/ 16 3 FB 923.0 N 6.5% 925.8 925.8 925.8 NA �/ L.L 1 4 WO+ 926.8 N 7.0% 929.8 922.8 922.8 919.91 920.5 2 4 WO 928.3 N 6.3% 931.0 923.3 923.3 919.91 920.5 01 1 5 LO++ 922.5 N 7.7% 925.8 919.5 922.5 NA ROW LINE 2 5 LO 925.6 N 7.7% 928.9 921.2 924.2 NA O 3 5 FB 926.2 N 7.0% 929.2 929.2 929.2 NA (Y� 4 5 FB 925.5 N 7.0% 928.5 928.5 928.5 NA 5 5 FB 924.7 N 7.7% 928.0 928.0 928.0 918.45 918.8 6 5 FB 923.9 N 7.4% 927.1 927.1 927.1 918.45 918.8 SOUTHWIND HOLDINGS, LLC 7 5 FB 923.9 N 7.4/ 927.1 927.1 927.1 918.45 918.8 8 5 FB 924.6 N 7.9% 928.0 928.0 928.0 918.45 918.8 1 6 LO++ 920.8 N 7.9% 924.2 917.9 920.9 918.45 918.8 2 6 LO++ 921.1 N 7.2% 924.2 917.9 920.9 918.45 918.8 1 7 LO++ 919.7 N 7.7% 923.0 916.7 919.7 915.21 917.7 2 7 LO 921.5 N 6.7% 924.4 916.7 919.7 915.21 917.7 3 7 LO++ 920.2 N 6.7% 923.1 916.8 919.8 915.21 917.7 0 4 7 LO++ 919.6 Y 8.0% 923.0 916.7 919.7 915.21 917.7 HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT Q 5 7 LO 921.4 Y 6.7% 924.4 916.7 919.7 915.21 917.7 SUPERVISION AND THAT I AM A DULY LICENSED ~ 6 7 LO++ 920.3 Y 7.0% 923.4 917.1 920.1 915.21 917.7 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE of 1 8 LO++ 919.6 N 7.9% 923.0 1 916.7 919.7 915.21 917.7 OF MINNESOTA. 2 8 LO+ 920.8 N 7.0% 923.8 916.8 919.8 915.21 917.7 PRINT NAME: ADAM THIELE, PE �I 3 8 LO 922 N 6.5% 924.8 917.1 920.1 915.21 917.7 0 0 4 8 LO 922.4 N 6.3% 925.1 917.4 920.4 915.21 917.7 j00 5 8 LO+ 921.7 N 7.9% 925.1 918.1 921.1 915.21 917.7 SIGNATURE: U) (D 6 8 LO+ 923.2 Y 7.7% 926.5 919.5 922.5 915.21 917.7 W DATE: 08/09/2022 LICENSE N0. 51317 _ � 7 8 LO 924.3 Y 6.7% 927.3 919.6 922.6 915.21 917.7 U) 8 8 LO+ 924.6 Y 6.3% 927.5 920.5 923.5 915.21 917.7 9 8 LO 924 Y 7.7% 927.3 919.6 922.6 915.21 917.7 REVISION LOG I E 10 8 LO 923.9 Y 7.3% 927.1 919.4 922.4 915.21 917.7 °' C) 11 8 WO++ 924.6 Y 6.3% 927.5 921.2 921.2 915.21 917.7 N0. DATE DESCRIPTION OF REVISIONS p Q 12 8 WO 925.3 Y 7.3% 928.5 920.8 920.8 915.21 917.7 1 8/19/22 REVISED PER CITY COMMENTS C) � 13 8 WO 926 Y 5.0% 928.5 920.8 920.8 915.21 917.7 2 10/31/22 REVISED PER UPDATED DELINEATION o N 14 8 WO 926.2 Y 3.7% 928.3 920.6 920.6 915.21 917.7 j`-4 15 8 WO++ 923.3 Y 6.7% 926.3 920 920.0 915.21 917.7 3 11/18/22 REVISED PER CITY COMMENTS •> o + DENOTES DROPPING GARAGE 1 COURSE 4 11/21/22 STORM SEWER REVISIONS j5O ++ DENOTES DROPPING GARAGE 2 COURSES o/ I /N O N O = N + PRELIMINARY PLAT W 08/09/2022 ry Q DESIGNED: DRAWN: CHECKED BY: w AT JR AT zQ 0 DRAWING TITLE p Q Z Y W � Z O O (n 0 Q � ~ LOT TABULATION & r, o ow EARTHWORK SUMMARY r a Y W Z Q) O .Q) / DRAWING NO. I E �I Q4- 00 oC2 N O N r I / N • N N O E N 0 _ Q) PLOTTED: COMM. NO. N W o L ---- 17004 z x LEGEND N NOTE: EXISTING SURVEY DATA PROVIDED BY E.G. RUD PROPERTY LIMITS REMOVE EXISTING BUILDING DELINEATED WETLAND STRUCTURE EXISTING MINOR CONTOUR REMOVE EXISTING GRAVEL 0 50' 100, 965 - - EXISTING MAJOR CONTOUR REMOVE EXISTING CONCRETE 1 EXISTING WATERMAIN X REMOVE TREE < EXISTING SANITARY SEWER A N D E R S 0 N X EXISTING FENCE 13605 1st Avenue N . # 100 ® EXISTING HYDRANT ANDGV Plymouth, MN 55441 1 ae-mn.com Os EXISTING SANITARY MANHOLE / 912.6 19129i3.0 P 763.412.4000 1 IF 763.412.4090 BOX8 B0>g0X11 7 m 911 9B BO OX� �I I I I Anderson Engineering of Minnesota, LLC WIL8 8.6 � 922.7 439 X14 BOX 23. X X X X X 922.9 2)4 X X BOX17 X ]dL AIL idL 4 X.13 Y9BAS M 915.2 ELM6 X92ELMBI 915.1 19.OX7 1 q O 923. X 5 BOX / 4X� 2 BXXI $ 913.3 B9O13.2 OX 9 92L6 BOX8 X8 SH1 BO9.8REMOVE FENCE X �X - g I 1 56 I x \ I I I AIL ]IIIL I 1 Alt A L / / / / � ]IIIL ]IIIL / ]IIIL AU AU / / / I 921.0 12 0 \ C OT33 777yyy333.2 919.8 X9 \ \ X , XELM 8 2;c6° 02. P6X6 / x ONEKA PRAIRIE \9Y \ X X92 57 9222.3BOX1 2 92 .1/0 "16�15 ABANDON EXISTING WELL(S) 925.E PER STATE REGULATIONS / / / / 67152 I ti� I x 1 p,(0 X 8" 1 I I I 1 1 / / / / / / / / / / / / / / XC0T7 I x BO \ / / X / OK8-2 / / y/ I I I II / / 1 \ tK I ' / / / 1 / / REMOVE FENCE � x � � ll III I / / / / �I I i J / I III G ) / 7.2 / I I ';co / � +114, 9�s 1 \ / / I I ( \ / X10 I / I / I / / / / / \ \ I / / I I \ \ SPR9 �� / � I � / / I III I� 1 0 \/ .SPR °' II 1 X; � SOUTHWIND HOLDINGS, LLC SPR X7 REMOVE EXISTING HOUSE � 916 / Y9187 9�16� P 9./ & ALL APPURTENANCES /L \ � � �_X _X9O16 0 6 B INCLUDING SEPTIC SYSTEM o8 R7E R0 8 ) / R10- J / I 913.8Ak ALL / BOX7 91f.0 913. X /Xj6H12 XASH7a / / / / /� / �, I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT 0 �I ( r /�• / 9 4/ XASH83 \ / _� " SUPERVISION AND THAT AM A DULY LICENSED g \ y� PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE w REMOVE g 9 gq.6.6 PPa \ ALL / � tip / �' OF MINNESOTA. 01 �I GRAVEL X 913.7 / / / / / / / 1 I / / / I \ / /X°��� /924/� � SURFACING ti P ' i PRINT NAME: ADAM THIELE, PE 01 � THROUGHOUT/ XSPR100 \\ X913.6 APP8 � ° G AMN Xlg2 � � / / / / � / I 4 �m 6.1\ \ ` // \ / / ) \ I I / / /// -� \ SIGNATURE: / -- LL1 / \ S SPR9 917.5 915.SI / 915.0 1 / I / / / / / \ _ ' -915 / / X _ - v916.6 APP1 -IX9 \\ X ., 6.4 914- - / / / // 1 / �- DATE: 08/09/2022 LICENSE N0. 51317 II11"" X6- CC CCw� 915.2 REVISION LOG L XMAPB-5 I 9PP.9 S15.4 - 0 -916 915.1 I \- 9 5 I \ 922/ N0. DATE DESCRIPTION OF REVISIONS pQ Q Box / I I \ \ -� / / 9Ig, 1 1 \ \ / / j \ \ \ I\ 1 8/19/22 REVISED PER CITY COMMENTS 2 10/31/22 REVISED PER UPDATED DELINEATION x - 01 N _9 / I I \ \ \ \ \ 6� / / / / \ I \ / ( \ \ \ 3 11/18/22 REVISED PER CITY COMMENTS 14 \ c> oo \ _ / / \ / / / / / \ \ \ I \ \ V / \ \ v 4 11/21/22 STORM SEWER REVISIONS ` /N �tlIL Q \ \ / / / _ \ / , /cti / \ \ \ \ I I / \ \ \ \ PRELIMINARY PLAT / - \ ABANDON EXISTING WELL , \ / // ,9 / \ \ \ - \ / \ > \ I 08/09/2022 / \ -- �ti° PER STATE REGULATIONS \ / / / /l / DESIGNED: DRAWN: CHECKED BY: Y LLB �lni I / / / / / ` / LLJ / 45�9 _ I / �_ 926 ` \ / I ( / / / AT J R AT la �� f�. B° BAG I I� / i / / / \ \ \ / I / / // / / _ / / DRAWING TITLE o a Xm 174\ REMOVE STORAGE BUILDING z w "'3, B°x7 z / X a'S \ & ALL APPURTENANCES q 917..4'�"' m B BO q0 ��76 \ 0 0 / EL r" 9$9$9$�a��8XXX���7776 / / - - \ \ \ \ / RE MOVE FENCE /XB X7 9 19.3I \ / / / \J /9`Lp� B X9 / > / EXISTING CONDITIONS / / Ow ° 6 �I I 919.4 \ �� / --, \ / ' / / / \ �/ / / / / & DEMOLITION PLAN L11 83 dpo�OX7-3 \ \ / / / / C� �� �� / \ \ / / J / / / / BOX6 2 \ ]IIIG / '� 920.8 d �B 7 , \ \ \ / / ALL 19.5 / w 918 ELM 60T12 \ / \ \ ✓ / 0 918.4 A 920.0 $/ / \ -F ASA588 B9 8.9 �' �ti / \ \ \ \ \ / / _ \ \ I I / ��o / �/ \ DRAWING N 0. / SH8 X 'H6 ELMS / r- \ \ 1 N p,�' / `O Q 917.9 ,9 SH6-4 I \ \ \ / / / / / / I \ / / / N / pJ'y ]IhL \]IhL ELM7918. MAPX N \ \ \ / ' / \ I PROTECT EXI�ING 918.z\/ A5H1� I / \� \ \ / l f l / / I / r / THE-ES-TO REMAIN � 0 � 919.4 / m c' b \ / -� m O 3 I / - - - eo 6 V��°x�o�'- / Bo 6�oxo 2 \ �? 920 x / -_ 1 / - _ \ 630.i c� `z'828. X N 1 x 922 �� ` -�� l �2 930.4 •9,j o -932- 0.7 \ N / __924 i /p�� I \ �/� �� /6AK15 .;:� - _� \ -� - PROTECT EXISTING ^ \ / / J a2$ I 93 - - - , o� I ,� / �j � / ,930 - 0 _ ^� s PLOTTED: COMM. N0. -922 TREES TO REMAIN - � - � I , � - � _ - � i > 17004 O � z x LEGEND N PROPERTY LIMITS WET DELINEATED WETLAND x EXISTING FENCE 0 50' 100, --------- PROPOSED EASEMENTS PROPOSED CONCRETE C&G MODULAR BLOCK RETAINING WALL A N D E R S 0 N -�- LIGHT POST (LP) 13605 1st Avenue N . # 100 TERMINATE STREET AND TRAIL Plymouth, MN 55441 1 ae-mn.com INSTALL BARRICADE AND "FUTURE P 763.412.4000 1 F 763.412.4090 THRU STREET" SIGNAGE Anderson Engineering of Minnesota, LLC TERMINATE STREET AND TRAIL / o INSTALL BARRICADE AND "FUTURE � THRU STREET" SIGNAGE A AIL / --- - - - -- - - -- - - ' " --------- - FILTRATIONBASIN4 � PROPOSED LIFT )STATION 1 I PT:9+ 9.82 — AIL PLAN BY OTHERS I ''I'` ''I'` ''''` j ''''` _ �, / �\ \ 7 \ --C:> L_ \ \ / , \\ \ I ONEKA PRAIRIE —--- - STORMWATER POND 1 I 5 OUTLOT B P, \\ \ \ / / 10 I OUTLOT A I L------------� I I ,------------ 7 \ \ l X 11 I-- - - - -- _ ___ _ _ __ \ / 00 cp 10' BITUMINOUSTRAIL _ \ \� ------ —� oo 11. J I 1 ---_� --� � - L____ _-, �- -----j SOUTHWIND HOLDINGS, LLC- 1 G i 8' BITUMINOUS TRAIL \ \ v 1 I I 2I I iI i I I \ o\ I 124 Is. LO Pc: r2.33 1 2 I 3 L-------------• co OO II____ L——————_J I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR \ ,�I' \ -————————— —I REPORT WAS PREPARED BY ME OR UNDER MY DIRECT R& �7i I \\ I I SUPERVISION AND THAT I AM A DULY LICENSED // / �� \ I I PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE L - ---� L _ ''''` ^� ST MWATER I 5 I 1�j I OF MINNESOTA. J 5 CONCRETE WALK I I �I ILp L- - - -' --- --� L --- ��' 0, ND 3 \ I ROW I PRINT NAME: ADAM THIELE, PE 0I o 0o Lp �� - e �� \� I I I o — _ 1+00 _ 2+00 xo° �X �^ o� i \� I -----------J o - _____ %m I— 0 — 4+00 �_ — — — 5+00 6+00 \/ / `\ O /�' 1 �� I r---------- �� L-------J SIGNATURE: CD STREET "B" �— �— - �— - I -I. � PT: 1 78.41 � W r Uj + i `\ < I I 4 I I DATE: 08/09/2022 LICENSE N0. 51317 ___ _ ___ r I 14 1 o ���' co r 10' BITUMINOUS TRAIL r ———1 __ �' I \\ \\ �' i' I I T I I REVISION LOG i I I I I I- --- —1 1---- —1 --- --- I I I I _ I U) o I I I I I I I I r r 1 r I 1 \ p I L________ N0. DATE DESCRIPTION OF REVISIONS w I1 I I V j I I I I lo — , r ------------� 1 8/19/22 REVISED PER CITY COMMENTSo I I 1 00 1 1 I I 2 \ \ 2 10/31/22 REVISED PER UPDATED DELINEA TION O N 15 3 11/18/22 REVISED PER CITY COMMENTS OUTLOT F — > O —� 1 1 I I L, I I I I I I I 1 �' 1 4 11/21/22 STORM SEWER REVISIONS I� AIL L_----I — D � r---- _ J L_----1 ----_— ___, I / 16 I Yo wQD 1I I i1 II i1 1I II1II II \\ I I II II I I C/ U�c 8BITUMINOUS TRAIL �o PRELIMINARY PLAT / T) L 08/09/2022�a 6 5 4 S _ I — Q Z . 1, ' ? — DESIGNED: DRAWN: CHECK ED BY:15 9 AT JR ATO 13 12 1 111 10 �I I I I I � 1+00 +o0 2 8 Q I m I I I I 1 I I I I 1 1 1 1 I I 1 1 I I I I �' _ �;_ _ - DRAWING TITLE 1 1 I 1 I I 1 1 1 1 1 1 1 1 I I I I _ °° o STREET ��D�� c' zw �2o L-- — —I L ---- -------_J '�` I I I ' ' I I 1 1 I I 1 1 1 1 _R a k = o ,,� L---- — -� L__ 5' CONC`ETE WALK I I I I a 1 a J �/' o I i o� L --� L ----J L-- L _ L `+' ' 8' BITUMINOUS TRAIL CO a 0 00 o 0, I I o - ° - —�-- - 3+00 4+00 L +oo g+l �\ 0 / TERMINATE STREET AND TRAIL - - -I _5+00 6+00 $ - INSTALL BARRICADE AND FUTURE SITE PLAN j ,, _ —�� o •X g STREET "A•• I - _� - �_ - +o _ I � i� THRU STREET" SIGNAGE ow + I NLd 10' BITUMINOUS TRAIL Q OUTLOT D _, r _ _ 8' BITUMINOUS TRAIL 0 l I I I STORMWATER I 1 I 1 \ \ G I I 1 1 I I I I I II I I I N 1 1 1 POND 22o 2 8 DRAWING NO.� 5 6 7Q I I I MATCH STREET SECTION \\ � \ I I 1 1 1 1 I I I I I I 1 r --- 0 I / E "I o I -------_a \ I I I I 1 1 I I 1 1 1 I t Q� LTO EXISTING STREET --____-� ----_� -----J L-- 1 1 I I I I 1 \ �� 00 � L_ o — ---J ----J ------ ------j L------J 2 I \� �' � IMIIi IMIIi N CONNECT TO EXISTING BITUMINOUS TRAIL o I -' 'y 0 I L� _ I I I I CONNECT TO EXISTING BITUMINOUS TRAIL MATCH STREET SECTION �'''� � �'''� ,,., PLOTTED: COMM. NO. I I I I I I I I I I TO EXISTING STREET I ---- 17004 o z x GENERAL GRADING NOTES: LEGEND N 1 . PROPOSED SPOT ELEVATIONS ARE TO TOP OF FINISHED SURFACE UNLESS OTHERWISE NOTED IN LEGEND. rF� 2. TAKE ALL NECESSARY PRECAUTIONS TO PROTECT EXISTING UTILITIES. LOCATIONS OF UTILITIES SHOWN BASED ON SURVEY AND CALL 48 HOURS BEFORE DIGGING: PROPERTY LIMITS AS-BUILT INFORMATION AND MAY NOT REPRESENT ACTUAL CONDITIONS. CONTRACTOR IS RESPONSIBLE FOR UTILIZING UTILITY GOPHER STATE ONE CALL - - - - CONSTRUCTION LIMITS LOCATES PRIOR TO STARTING ANY WORK. 3. NOTIFY CITY OF HUGO AT LEAST 24 HOURS BEFORE CONSTRUCTION OF STORMWATER BMP'S. - - 966 - - EXISTING MINOR CONTOUR 0 50' 100, MINNESOTA TOLL FREEE 180 -0002 4. STORMWATER BASINS SHALL BE PROTECTED FROM ALL EXPOSED SOIL DURING CONSTRUCTION ACTIVITIES. TWIN CITY AREA 1 - 5. ALL CONSTRUCTION SHALL COMPLY WITH RECOMMENDATIONS OF THE GEOTECHNICAL EXPLORATION REPORT PREPARED BY HAUGO 800-252-1166 - 965 - EXISTING MAJOR CONTOUR GEOTECHNICAL SERVICES AND DATED JUNE 6, 2022. 966 PROPOSED MINOR CONTOUR 6. EROSION AND SEDIMENT CONTROL BMPS SHALL BE INSTALLED PRIOR TO BEGINNING ANY EARTH DISTURBING ACTIVITIES, INCLUDING 965 PROPOSED MAJOR CONTOUR A N D E R S 0 N DEMOLITION AND TREE CLEARING. x soo.1 SPOT ELEVATION DRAINAGE ARROW FILTRATION BASIN 4 1 3 6 0 5 1st Avenue N . # 1 0 0 FLOODPLAIN FILL = 2,800 CUBIC YARDS NWL 916.30 Plymouth, MN 55441 1 ae-mn.com COMPENSATORY STORAGE PROVIDED = 2,800 CUBIC YARDS HWL 916.39 P 763.412.4000 1 F 763.412.4090 SEE EXCAVATED AREA WITHIN OUTLOT D (WETLAND C) FOR COMPENSATORY STORAGE AREA 912.6191Z�13.0 I BC�T 915.00 �� \ Anderson Engineering of Minnesota, LLC BOx8 BOXB'OXll 1 I / / / / m 1 I X X X- \ \ I O / WILD / 923.9 _ -7 >� -X- X X- -X X I I I � / - EOF 916.5 x 916.90 918 920 922 9r'� I X9 I X X X- -X o ��' 916 X _ 910.67 I Lul wET 914 x 915.00 _ __ 917.37 �X - A 912 - 915.1 MAINTENANCE 915.00 / 915.00 / 9r / I 919.55 //1 / 913.3 1,.g13.2 ACCESS W rn 1 I - \ I °0' O 910 / I �t �oXB o g16 915.00 / 13r� W ��� 9 608 I / _j N / �" �- - - � I l 9004 JL � � JL JL � ONEKA PRAIRIE MAINTENANCE / 1 � I EOF 914.7 / 913.84 / \ 918 97 � N a ACCESS �' / 900 1 L__ -J �rn HWL 914.4 / 1 88 \ N M r<1 I 19�� I ON 1 910.69 920.14 v - - / 0 �/ / \\ cT c9 P \ I I PER RCWD \ \ / CN -I- -� ,�" NW 911.50 1 r `L 92 O \ 04 I �� i3M�i3M rn �o HW 14.67 , 1 I / 1 �o `� JL � 912.61 `� \ \ .0 / 9�8 \\ CN T o I I / , 00 L0 a, rn I °� 0 \2 26 s / S ao BOT T 1 ` x 915.00 / O N I UTLOT B 911.94 g2 \ ' / TiFkP06.5 I!1 HWL 914.4 � � rn rn N � cod o ° �'O X to PER RCWD 91105 MPENSATORY STORAGE / o�`L o,`'� � �,� 92 % � p VOLUME = 2,800 CY rn6 � rn 911.22 920.52 �o T 11 92\ � 911.55 o s2s \ 10 O cV ( rn // n �� HP 924.2 912 x 1� k E O F 915.5 / 0 // ��, oti� I r ° 1 r --_-_,N - --1N _�- 910.53 915.00 914.40 / - 1--- - \_� �p0o / 493 I N O �' 1 N� SOUTHWIND HOLDINGS, LLC rn �� __ POND 3 913.53 L= 92 - _ I � I co 916 NWL 914.00 914.36 \ \ 24 9 55 2 HWL 915.31 917.8 918.8 a,Q - I I I I 1 I V BOT 907.00 0, �\ °r° rn co I �s I 918.2 I 918.2 I 918. 1 \\ 9,�g13.� 9�0 \ °' _ + I � -n � 8 � I 919.8 I z17 MAINTENANCE Pc:`na s2. 00 I N I/ o o�^`b I LO I LO LO I + I / rr I 921.2 / ./t\ 978 ` ACCESS \ ss I N N I I� 00 Ip I I LO + I / w LO I I \ xo 9 909.20 924.15 I I I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR _ ____ REPORT WAS PREPARED BY ME OR UNDER MY DIRECT LO I LQ++ O O �' 924.09 II SUPERVISION AND THAT I AM A DULY LICENSED 922.5 I 1 1 �1 1 1 ° � -- -- - -- 923.5 922.9 I I , / 92�3s A � 9�6 � Q I �" I I 1 1 I I 921.5 - 923.5 `9�'� / 9 - - 1 r�- -----I c9� PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE _1\ 1N N I �� I I 924.5 1 924.5 i `9� fT F� / ti 00 I I OF MINNESOTA. �� 4 °_° N 9I I i° ,I N I no 2 0') N �'i 922 T 9 2 - O� � I d 00 rn �� � 1 N _ iv fv I I PRINT NAME: ADAM THIELE, PE 0 0 ooS_f II 0400 1-+-0)ti�O- N - /+ U� 41.7 � 10 923..�177 5 .73_vI \\I IvI'�I�IO N h�o6S D,'Ooo -- - - _SIG NATURE: 5 909. DATE: 08/0 9/20�2 LLJ2� _ P93 i-- LI" C CEONMMSEE N NTS0 . 5 1 317 � t H20 �� • � QQ o 06 � 91 I REVISION LOG oo N N LID r NO. DATE DESCRIPTION OF REVISIONS 923.0 O 9;4.2 HP 925.0 1 8/19/22 REVISED PER CITY COMMENTS C) .8 1 rn N 925.1 2 10/31/22 REVISED PER UPDATED DELINEATION --I - LO++ LO LQ++X I I ­ 'N LO++ 1 O 3 11/18/22 REVISED PER CIT.+ LO 6 -1 M LO` ` 919.7 919.7 I o . OUTL 4 11/21/22 STORM SEWER REVISIONS o 919.7 N T _ -� 919.8 rn) No 21.1 p 920rn I91g I` 9i4 L co 924.2 c9 X o" I I -y� Sze- `o L- �- 2 w � I ,'''� I I�,I I \ _ g14 �6 ---- �� ---- �' ----- Pb or_ I PRELIMINARY PLAT g14 0 ��I----- �� r---- -� / % I cb 08/09/2022 -Q c-c 22JI LI_ . I� 91 1 / 1I 1I . 1N 9 1 1' 1II tiII NII \ I � T)� 0 920.1 9.7 °� .5 I 1 � Xo� 2 ' o 922.72 Y -r- I / --_ I (2 :0 0 DESIGNED: DRAWN: CHECK ED BY:20.0 922.E920.8 92 z tiLO++ - 921.2 922' AT JR AT 4 11� wo++ LO+ 92 wo o " DRAWING TITLE CD 923.4 WO++ +00 Q LO 002 g2 o w 9244 . 1 .5 o� ' I 924 926.3 928.5 27.3 z N I 927.5 -1 90 o/ ---- �c� / _.Ic'wL coy - irnl 1N1 1� N I926 9st o I 925' \ 922 �___ cn a I 918.52 921.38 rn rn --%��L ----1�1- 6 N _ c�vL_- rn 0 "' '' \ \ 91$ 920 '978 oI 0 00 00 o O �_..�T 92 rn , 10+ 923.38 ,mow I o HP 922.3 �0 LP 918.E °,"I� o,"" "b 4 00 0 / - +00 g+ 925.70 g 9�972�4 16 / /� / x o.X I ° HP 927.0 - 6+�- - 7+ 92 �2� 9 _ 8 / GRADING PLAN � w I o LP 924.0 �6 + 2 �/� 925.02 927.49 925.94 V - --- rn i ��4 CN N \0�r' o a HWL 918. 5, r mi ram" - 92a- - 924.65 �Nr I 1 O � � -T iOUTL / � MAINTENANCE r N / x 920.50 w I I 924.2 I 924.2 �� 1 I, I 18 _ I�1 �I s -� r , 10 I / I I rw rw �� ACCESS o I I ( I I 916 , o 04 925.8 928.9 11 1 a, / I' I �i co Q 929.2 928.5 I I 928.o I + N ��° DRAWING N 0. I LO++ LO++ °°'N I I 1 I I ( 928.0 1 927.1 rn 927.1 1 I �" i oo + oo _ Q G� �� 1 LO++ I LO I Fg 1 F I I I 920.9 ( 920.9 ( 1 1 I B 1 FB 1 1 Fg w FB 1 1 9 8.31 o. ( � ` 922.5 I 924.2 1 I I 1 1 __j _ --_N- 917.72 0 �, � PON 2 E I I 92o ^� I _ �\� 1� I 929.2 1 1 I 1�28.0 r 91 NWL 917.00 Q- 1 / o I o -- \ °�� \ I I I 928.5 11 928.0 I I 927.1 927.1 I °' N o + R919.05 /T ���'` 9$�� 922 L--- J L _ J tiA9 1 1 1 I - �1 I HP927.5 - 1 co co I 0�6 g1� HWL 919.91 /L 2j -- 1 I W N 926 0 0 �,� / BOT 903.00 920.22 I �g1g 6 2 k -�--- -----j L_-- J L_--�-� rn o O 9� I O N / _ 920.12 C5 921.33 920.53 °�� g2 92�3 R 924.30 W - 9 \ 92 920.50 I RR 910.00 o E / J \ =- _g2 - - 921� 926.08 931.83 930 932.00 � m m ° - 26 EOF 920.2 N g23 4� �i.�/ �,g3. 32 -g 928.23 929.69 - 9z92 p�2p��,� v�j '� _8� AK15 N : X6- 930.75 929.66 PLOTTED. COMM. N0. o -9�2 I I ��_ - - - I I / �� 17004 zX EROSION CONTROL NOTES: LEGEND N 1 . THE TOTAL DISTURBED AREA IS EQUAL TO 21 ACRES. AN NPDES CONSTRUCTION PERMIT IS REQUIRED. ru 2. EROSION AND SEDIMENT CONTROL BMPS SHALL BE INSTALLED PRIOR TO BEGINNING ANY EARTH DISTURBING ACTIVITIES, INCLUDING PROPERTY LIMITS RIPRAP DEMOLITION AND TREE CLEARING. — — — — CONSTRUCTION LIMITS O O O O ROCK CONSTRUCTION ENTRANCE 3. DISTURBED AREAS SHALL BE TEMPORARY SEEDED WITH MNDOT SEED MIX 22-112, EXCEPT FOR STORMWATER TREATMENT BASINS WHICH SHALL BE FINAL SEEDED WITH MNDOT SEED MIX 33-261 . EXISTING MINOR CONTOUR 0 50' 100, 965 EXISTING MAJOR CONTOUR 966 PROPOSED MINOR CONTOUR 965 PROPOSED MAJOR CONTOUR A N D E R S 0 N INLET PROTECTION DRAINAGE ARROW 13605 1st Avenue N . # 100 Plymouth, MN 55441 1 ae-mn.com SF SILT FENCE P 763.412.4000 1 F 763.412.4090 O x // Anderson Engineering of Minnesota, LLC _ INSTALL & MAINTAIN SILT FENCE �— x 916.90 — SF SF x�— X� x x x x \ x x� I \ I I I I �' +o I / 5� 918 920 922 x9 �`��' I I / WETS 914 x 915. 0 — —— — _ 5F \ �`III' \, �� I 915. / / (O �� / 11 \s DUAL LAYER y / I /�y 913.3 ?.%13.2 wEj rn rn I \ J l 908° / I /6 : + BOXB XeoXB / —— — / SILT FENCE o g16 c / I I X l 13 �F �� 90406 I IJL y ,�` �- --��-� ONEKA PRAIRIE 9oz I / / cv o / 900 1 /VU) // \ 918 I / \ / I CD (*4 cn r<o \ II �� ( I \ — —J � / DUALLAYER / \ \ / I t �� F-- ALL 1111 I� ,,� / 1 I I 1` — —� DUAL LAYER — 4 SILT FENCE 02� \� \ I T 0) ,� i3M�13Ak,F ,�o % / o SILT FENCE / y �`/ r _ o J UTLOT B j I / ' DUAL,- "'`' m` / `\ LAYER �� �— -- — --� ,�� SF � SILT05 FENC --- ds — 91412 \ \ x 15.00 91� / — �1---- — o / / �� J I �� N ds _ \ — -- \--� _ \ SOUTHWIND HOLDINGS, LLC CD 916 / i--- ------ sF / IF— I 918 I ( I I I `O 0 �\ 813.E Q 0-) \ Q / o I / I ✓ 920 I I I I/ �� / I / ` 9 971 p \ \ PC:N 2.33 / - �+ °� I / I I I I / / I I y o / I x rn \ \ _ __ —— — I I I qN I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR � ro �, 922 I S � I � I � I ( � � pp � 9�\ / __ __ _ ——_ L—— —__— I J I REPORT WAS PREPARED BY ME OR UNDER MY DIRECT I 01�O I I I / / .�� 9� > \ c9 I SUPERVISION AND THAT I AM A DULY LICENSED 9^ r ————�� I. PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE / I �— — r I —— �`'� — —/�`" I / 100 I OF MINNESOTA. I 922 were 4 I I 13/ I PRINT NAME: ADAM THIELE, PE 0 N � I � sF � _I �——— _ 924 —_ ti �..� 92 9� � � � I I I U o I o 00 1+ �o� X ` x 9 SIGNATURE: 00 I — ° '0 3�(,`���, ,�`b w 4+ ° o xo� `� //\\ Op 9 /O / � � l / I �— —— — ——J oo '' ^ o' 0`l' 5 0 �`l,`L 6+00 9?? /�� 1 / J\co I r w 1 — — — -- ' — --- - t ° \ I I DATE: 08/09/2022 LICENSE N0. 51317 _ — I .0-0 / _/ — / _ 1 c9 P : 13 78.41 j III _ I — I �` REVISION LOG �IN — I NO. DATE DESCRIPTION OF REVISI ONS 9 � 6 \ 0Q 1 8/19/22 REVISED PER CITY COMMENTS 922 2 10/31/22 REVISED PER UPDATED DELINEATION r � 22 I _ , I I 15 N 3 11/18/22 REVISED PER CITY COMMENTSN DUA M 5 •, 920o I I I � I I I �� — 4 11/21/22 STORM SEWER REVISIONS o I J , I 920� g1g \ °�)°—1— N 918 0 92 y2u ET + /9�2�4 X— �—q 2 N,� g916 g 924 �92e� L `Qc L w � ---- _ 0 � — -- PRELIMINARY PLAT 914 o' I / ( / I � � y �L 0U/09/2022 �w - T o Q I I I DESIGNED: DRAWN: CHECKED BY: 6 Y w I �, �° I 5 I 2 I � �� DUAL LAYER / N, 922 AT JR AT z � I I 11 1� ti 1 `��� 922 o ; / I I h 9 0� I I I I I \ SILT FENCE / a / o I I l I I ( �'` 9 2 g21 DRAWING TITLE o Y I I m 920 — z I N I 924 I I o I I I I \ / \ k0� / = o I L 9?? — I— ----J — °`�' 0) 71 � r1 ---- �u L_o 9+ II 922 o co 9 926 0 00 10, 918 o °1 > / 9� 9 8> '? r98�9 EROSION CONTROL NT R O L+s _ + 7+ 900 CD I 4 o a W I I i N o� I I 928 _ co I 11 I I �\ -916 I I I I I I / \� I I �I I �,�� O �� I I / I I I I I I I / c� DRAWING NO. Q I I I y �� G� I I 2/ l i 3/ I /4 I I 5\ I 7 l i 8/ I I I / / �,,lb I— 1-7— I ��� DUAL LAYER / I NN I•• q20 --— — —JII //� � � �1�9 -- 2- I -- ri SILT FENCE 9io / �Q / I � Lo� B � g926 C6 c�ti 9 o' 9 9 x 920.930 u — 0 a o f g2 I �2��, N co, _ �AK15 �X6- PLOTTED: COMM. NO. N I ROCK CONSTRUCTION ENTRANCE DUAL LAYER - rn ,g2 / — 1 — `moo — i / 1 l uiu, o L —922— SILT FENCE / I_ — ��_ z X ---- 17004 GENERAL CONSTRUCTION NOTES: LEGEND N 1. ALL CONSTRUCTION SHALL COMPLY WITH CITY OF HUGO REQUIREMENTS AND LATEST EDITION OF CEAM CONSTRUCTION SPECIFICATIONS. 2. ALL 8" WATERMAIN SHALL BE DIP CL 53. ALL 6"WATERMAIN (HYDRANT LEADS) SHALL BE DIP. PROPERTY LINE 3. ALL WATERMAIN AND WATER SERVICES SHALL BE INSTALLED WITH TRACER WIRE. 4. MAINTAIN 7.5' MINIMUM COVER OVER ALL WATERMAIN AND WATER SERVICES. > PROPOSED SANITARY SEWER 5. MAINTAIN MINIMUM 18" VERTICAL SEPARATION BETWEEN WATERMAIN AND SANITARY AND STORM SEWER CROSSINGS. MAINTAIN 10' HORIZONTAL SEPARATION BETWEEN WATERMAIN AND SANITARY SEWER. PROPOSED WATERMAIN 0 50' 100, 6. ALL WATERMAIN FITTINGS SHALL BE DIP. 7. SANITARY SEWER PIPE UP TO 14' BURIAL DEPTH SHALL BE PVC SDR 35. SANITARY SEWER PIPE 14' OR DEEPER SHALL BE PVC SDR 26. % PROPOSED MANHOLE 8. ALL SANITARY SERVICES SHALL BE 4" PVC SCH 40. t PROPOSED HYDRANT 9. FIRE HYDRANTS SHALL BE WATEROUS WB-250 PER CITY DETAIL HU-W-1. 10. WATER SERVICES SHALL BE INSTALLED PER CITY DETAIL HU-W-2. PROPOSED STUB LOCATION A N D E R S 0 N 11. GATE VALVES SHALL BE INSTALLED PER CITY DETAIL HU-W-3. 12. PROVIDE THRUST BLOCKING FOR WATERMAIN FITTINGS PER CITY DETAIL HU-W-4. 13. SANITARY SEWER MANHOLES SHALL BE INSTALLED PER CITY DETAIL HU-SS-1. 1 3 6 0 5 1st Avenue N . # 1 0 0 14. PROPOSED LIFT STATION TO BE DESIGNED AND INSTALLED BY CITY OF HUGO. Plymouth, M N 55441 1 ae-mn.com INSULATE P 763.412.4000 1 F 763.412.4090 WM/STORM _ STUB WM FOR FUTURE CONNECTION CROSSING Anderson Engineering of Minnesota, LLC WIL8 _ 12" DIP PLUG SMH-434 _ I _ STUB WM FOR FUTURE CONNECTION oo_ RIM 919.33 x - -xx -x x 8" DIP PLUG I 72 LF 8" PVC PROPOSED LIFT STATION x x x x x x o I INV 908.45 (8" OUT) / - @ 0.56% RIM 915.00 _ INV 908.55 (8" IN) / \ - - - - - ------ F- - x _ INV 885.00 (8" IN) I ----- -� I \ I V HYDRANT I x SMH-401 PT: 9.82 RIM 914.27 I 4 8x6 DIP TEE --- - - I ONEKA PRAIRIE 1 INV 891.50 (8" IN) � I 1rr, 6" GV& BOX �� \ \ 7 � �\ - o INV 885.40 (8" OUT) I L_- 0° \ \ Iv n SMH-433 \ \ / / \\ \ // I o RIM 919.90 // SMjq H-444 \\ HYD I INV 908.14 (8" IN) / \ \ / 12x6 DIP TEE - - I / 5 I INV 908.04 (8" OUT) OUTLOT B `. RIM 924.29 \ \ / 10 6" C�V& BOX / HYDRANT I _ / i / � //��\V 91\50 (8" OUT) \ \` _ 6" GV& BOX x 1 I OUTLOT A L-____----_--, \ � / 6" REDUCER I ------ " LO / 7 v �� x\ SMH-431 \ 65 --- - \\ \ oo INV 907042 (8" IN) l l 2 "O r \ 11 - - -- - - --- - - - \ \� p - - - - -- � \ \ INV907.31 (8" OUT) / �, I J INSULATE I r---_� ------ �___--- o�\ fi SOUTHWIND HOLDINGS, LLC N WM/STORM I I 1 \\ \ �\ - ___ _ --- -, �`r - --- Ico 1 x __ o _M CROSSING I I 1 I \ \ //� I I , r INSULATE \ \ \ I I 1 \ SMH-406 IJ I I I 1 1 ( I \ / I I I I WM/STORM \\ \ RIM 921.27 \ V �� r------- x v I I 1 1 1 1 / I I I CROSSING �`P�,� INV 907.00 (8 IN) (OUTSIDE DROP) \ \ , o I i fi o 1 I I 2 I I 3 I I 4 I / I \\ cp,A INV 896.51 (8 OUT) \ Q �- I I 12 1 1 I 74 LF 8 PVC INV 896.61 (8" IN) - o SMH-402 1 1 I I I I 1 I / I 1 I 2 I I 3 \ / \\ \ SMH-4433 I 00 RIM 918.00 I I I I I I I @ 0.40% \ %k \ L--__--- RIM 923.61 x 1 HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR SMH-403 I I \ L REPORT WAS PREPARED BY ME OR UNDER MY DIRECT _ INV 893.07 (8" IN) I 1 / I SMH-405 G �O� HYDRANT -- INV 2.02 ( (8 IN) ° co L------- SUPERVISION AND THAT I AM A DULY LICENSED � � I RIM 917.82 I � � \r---- 3 I ( INV 908.72 (8" IN)(OUTSIDE DROP)--I I \ / ° INV 912.02 (8" OUT) _______ ° INV 894.44 (8" IN) I RIM 921.44 8x6 DIP TEE \\ 1 � "'I PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE J I INV 892.96 (8" OUT) I I I J \ / 1 INV 896.22 8" IN / p� " GV& BOX �\ M"J r OF MINNESOTA. - _ J INV 894.34 (8" OUT) - I I ( ) �,�. \ I I o of I ` ---.� L_ -- ___I L I I INV 896.11 (8" OUT)/ p-. � � \ � - �- - -- A ,� I 9 o I 1 13 fi PRINT NAME: ADAM THIELE, PE _-J L _ _��� c O INSULATE / VA \ 1 > 00 0 12X8 I 0 WM/STORM /// \\ I F8 P p0 �� /^\ xpp �p� CROSSING // \\\ I -----------J °° 1+00 ° F00 �O 40°I° "�� SIGNATURE: im DIP TEE 319 L 8 PVC @ 0.40% � I J I - 3+- 4+00 ° / \ / 1 \\ --------- my 04 LF 8 PVC @ 0'40% _ 6+00 / / \ I r , �' r------- DATE: 08/09/2022 LICENSE N0. 51317 � � / „ + I J t o I I 8' DIP L 53 M ^ / 1 w � 1 I o < < -f ` PT: 1 78.41 ( x a _ I IT_ I / // \ I d - YD NT _ I-� I \ 01 \ I I SMH-442 14 L SMH-407 \ I RIM 923.49 REVISION LOG 01 E I I 8x6 DIP T E 1 r- �- - , - _ I \ i vj o I - 16 GV& BOX I I _ 1 RIM 922.94 i i I x „ r_ _ HYDRAN I I INV 897.11 (8 IN) \ I I INV 911.45 (8 IN) I INSULATE I INSULATE -1 1- 8x6 DIPS r' \ L__ INV 911.34 (8" OUT) WM/STORM NO. DATE DESCRIPTION OF REVISIONS I I I I I I I I WM/STORM I 1 1 6" GV& BOA 1 r 1 r I I INV 89`01 (8" OUT) \ ` � I ---J L_ CROSSING __ �U 1 8/19/22 REVISED PER CITY COMMENTS 1 1 I I I I /� I CROSSING I I 1 I I --, o \ <� 2 i\ ----- 7 a°� r-------- X 1 I 1 2 I I V J I 1 I I I I I I 4 I I I -- _- \ \ / I �p ' 2 10/31/22 REVISED PER UPDATED DELINEATION Co %N I I I I I // I 11 2 I I 3 I I 11 5 I L-- 64 LF 8" PVC @ 0.40% 1 \ / I 3 / L O 1� ( 3 11/18/22 REVISED PER CITY COMMENTS INSULATE __ WM/STORM I I 1 I I I I / / RIMH 23162 1 4 11/21/22 STORM SEWER REVISIONS vo I C' CROSSING 1 1 / OUTLOT F L I I I I SMH-4o4 I I I ,,,J I - I 0. I 11 1 1 / 1 I I I I RIM 922.68 I I 7 \ \ \ , SMH 412 INV 911.06 (8 IN) 1 1 / INV 895.74 (8 IN) I I SMH-409 RIM 922.63 I I I I I I 1 1 / INV 910.96 (8 OUT)---J (OUTSIDE DROP)INV 910.64 (8 IN)- oN I - j ___--J L-----1 L---J/ 1 I I I I INV 895.64 (8" OUT) I I I I RIM 925.01-J 1 ��� " c� _ I I INV 897.82 (8 IN \ � INV 899.98 (8" OUT) �\ // Q�G ----------I I a -__J L__--J L__ -J I r \ INV900.08 (8" IN) / = ao I I L __J L----J L- _INV 897.72 (8" OUT) \/ �o 1 I 1 1 � 16 -- ---- --- i i cb �/ PRELIMINARY PLAT LL -I r- C o HYDRANT I Q ° I I I -1 f I r I % T� � 8x6 DIP TEE 08/09/2022 ry c I INSULATE I I I I \ / I I I I I I I I 1 1 I I -n - � 1 w ° - \ I I I I 1 1 1 00 \ f) > °° p11 1 � 6 GV& BOX SMH-414 0 I WM/STORM 6 I I � I I ^ I I I I I I I I I l� � O� <F „ � J DESIGNED: DRAWN: CHECKED BY: 'i -0� RIM 921.06•- AT JR AT ° 0 INV 901.00 (8" OUT) Y w I I CROSSING I I I I 1 I 15 I I I I I I I I I I 1 1 1 < % ( '� // o°` / @ 8 p o Q I - I I I I I I I I I I 14 I I 13 i i 12 I I 11 I I 10 1 i 9 I I SMH-424 1 ,I 1 `� / JG ♦ ���° c INV 901.10 (8" IN) SMH-421 I I n J )� / L@� f _ I I I I INSULATE SMH-422 I I I I I RIM 925.08 Q x DRAWING TITLE RIM 918.00 1 I I I I I INV 913.60 (8" OUT) 1 I HYDRANT i e CFO < \ +00 8" DIP CL 53 WM 2 0 2 18 o Q I a I I I I I 1 WM/STORM RIM 923.30 I I 11 I I co 1 n z Y I m INV 909.90 (8 OUT) I I 11 N 8x6 DIP TEE O� ° x 1 CROSSING INV 911.47 (8 OUT) 1 1 I SMH-423 I I 0 / 96 LF 8 PVC 0.40 z INV 910.00 (8" IN) I I I I I I 1 + RIM 924.08 1 ( 1- 6" GV&�U�C� 1�k0 @ 0 I - - _ _J L -- J L - - -J 1 INV 911.57 (8" IN) I I I I 1 1 1 1 I 1 INSULATE °0 __ L- --- __-� L _ 1 1 1 1 a I INV 913.05 (8 IN) L -- WM/STORM I SMH-413 0 I - - J L --- L _- L -- L INV 912.95 (8 OUT) CROSSING ,> RIM 921.54 x 12X8 I 0 0 +p0 // INV 900.61 (8" IN) INSULATE 9+ 6 LF 8" PVC @ 0.40%10 / INV 900.51 (8" OUT)- - WM/STORM o a, DIP TEE - 1+�0 368 LF 8' PVC @ 0.40% ^ 3+00 -1' T_ i / CROSSING x oI < 4+00 5+C344 L 8" PVC @ 0.40% 6+00 7+0 1 LF 8" PVC @ 0'40° o " I I I� - �I INSULATE / STUB WM FOR FUTURE AN ITARY EWER AN D �j I Ig o / CONNECTION _ w + I � WM/STORM WATERMAIN PLAN of coH�D , t- - _ HY R T -� I RIM H-410 925 68 CROSSING 8" DIP PLUG � Q w 1 -0 6; GV& BOX ( 1 \ r r , 8x6 DI r - INSULATE r 1 r INV 898.62 (8" IN) SMH-411 OUTLOT D x Y I l a I I I \ I I I I I 6" V& BOXI I , r , r HY RANT I WM/STORM I I V 898.52 (8" OUT) RIM 924.26 / w _0 1 I \ 1 1 1 1 1 1 1 CROSSING SMH-451 0 _ I 1 1 I I ( I 8x DIP TEE I I RIM 926.69 0+ I INV 899.10 (8 IN) / o 1 1 I I \ I 1 1 1 1 1 1 X c., 1 INV 899.00 (8 OUT) / I 1 I I 2 �G I 1 I I 2 I I I I 11 I I 1 INV 917.23 (8 OUT) I 18-0 I x DRAWING NO. Q I INSULATE \ 3 I I 4 1 1 I I o 1I I °' WM/STORM I I I I I 1 1 5 I I 6 7\ 1 1 I I 1 1 I � I L---- I CROSSING I / x 00 01 I I I \ \ I I 1 1 1 1 11 I I I > I r---------� I --- L-----------, -----_j I------� I------� 1 _ I I 1 1 11 1 1 1 /�� J �__ _� -- 1 1 I I I a.v - ---J L-----J C7 I------J L-----�J J 2 1 \` N I CONNECT TO SANITARY STUB co o I x x 0 E CONNECT TO EX WM -T- INV 916.75 o L_c: __------J 12" GV & BOX I I I I I I EX SMH I PLOTTED: COMM. NO. N RIM 929.27 CONNECT TO EX WM xr 17004 'o ' I I I I I INV 916.70 (8" IN) -- z x I 8 GV & BOX GENERAL CONSTRUCTION NOTES: LEGEND N 1. ALL CONSTRUCTION SHALL COMPLY WITH CITY OF HUGO REQUIREMENTS AND LATEST EDITION OF CEAM CONSTRUCTION SPECIFICATIONS. PROPERTY LINE 2. STORM SEWER PIPE WITHIN RIGHT-OF-WAY SHALL BE RCP CL3. STORM SEWER PIPE OUTSIDE OF THE RIGHT-OF-WAY, EXCEPT FOR POND OUTLETS, SHALL BE DUAL-WALL HDPE. » PROPOSED STORM SEWER 3. INSULATE WATERMAIN AT ALL PROPOSED STORM SEWER CROSSINGS. 4. INSTALL DRAINTILE AT BACK OF CURB AND CONNECT TO CATCH BASIN STRUCTURES PER CITY DETAIL HU-SD-9. 4 PROPOSED STORM MANHOLE 0 50' 100, 5. RIPRAP AT ALL FLARED END SECTION OUTLETS SHALL BE INSTALLED PER CITY DETAIL HU-SD-8. RIPRAP SHALL BE INSTALLED WITHIN 24 HOURS OF COMPLETION OF UPSTREAM PIPE CONNECTIONS. +g PROPOSED CATCH BASIN 6. CURB INLET FRAME AND GRATES SHALL BE NEENAH R-3067-V. ► PROPOSED FLARED END SECTION 7. POND OUTLET STRUCTURES SHALL HAVE HAALA POND SKIMMER STANDARD STYLE GRATES INSTALLED IN DIAMETER NOTED ON PLANS. RIPRAP A N D E R S 0 N 13605 1st Avenue N . # 100 Plymouth, MN 55441 1 ae-mn.com P 763.412.4000 1 F 763.412.4090 I " Anderson Engineering of Minnesota, LLC 911.J CB-310 WILE _ i I - -x-x- RIM 919.01 00 28 LF 12" RCP @ 0.50% FES-603 57 LF 12" HDPE @ 0.88%_ 4�� DRAINTILE `x x STMH-611-x x x x x INV 916.00 (12" OUT) o INV 912.50 I RIM 914.75 -UL «< x 17 LF 12" RCP 2.94% - F��T \«< \ INV 908.00 (12" IN) @ R'q �«< ,,� - - - - - „ r--------- � - STMH-602 NB � / -INV 911.40 (12 OUT) I I CBMH-311 RIM 916.00 \ "` "`� /N 4 I I / \ FES-612 I G I RIM 918.94 INV 913.00 (12" OUT) \ - --- ccc / 44 LF 12" RCP @ 6.76% INV 910.90 V PT:9+ 9.82 INV 915.86 (12" OUT) 4" CO. Ail �� INV 913.00 (4" IN) �-- - ccc FES-610 i INV 915.86 (12" IN) ,� / �\ \ ----7 \ ccc I INV .5 ONEKA PRAIRIE - INV905.00 L- \\ \\\ ++ CB-1 15 --J v 96 LF 12" RCP @ 0.50% CD I / \ _ RIM 915.85 „ � / /--------- v \\ \ 4 CO INV 912.80 (12 OUT) / CBMH-312 / / \ CBMH-107 // / I + RIM 919.59 / 8 \\ \\ / INV 9 .5 INV 915.38 (12" OUT) � / 10 STORMWATER POND 1 INV 915.38 12" IN OUTLOT B \ \ \ / x RIM 915.79 _ � / 1 ( ) / _ SUMP 907.75 INV 911.75 (24" IN) ) I / ` 82 LF 12" RCP @ 0.50% _ INV911.74 24 OUT OUTLOT A I-____--------� INV 912.65 (12" IN) I STMH-308 �------------- CBMH-306 FES-108 � RIM 920.09 I I _ I RIM 915.00 / � / \ v i� INV 911.50 „ INV 914.70 (12" O \ \ I INV 912.00 (18 IN) / / 7 100, � u oo INV 912.00 (18" OUT) \ \ \ INV 914.70 (15" OUT) �' x ~ \�-- - - - -- - - --- - - - \ \ \ INV 915.40 (1 „ IN) ° 1100 ° r �� - - x° L 11\ \ CID 71 LF 15" RCP @ 1.05/o / _ r 2 LF 24" RCP @ 0.39% ---- - - \ �-------------- pP / -- �� > _ 31 LF 12" RCP @ 0.48% r \ ° SOUTHWIND HOLDINGS LLC \ _� I �FF_---� �--� \ FES-309 « « 29 LF 12" RCP @ 1.50% L-���� `O z I I I \ INV 911.50'\ �-_ 205 LF 18" HDPE @ 0.98% CBMH-307 \ CBMH-305 -, ------- CCBMH-106 I I 1I , r1rRIM 920.59� \ RIM 920.52 '� '� '� _______ RIM 917.24 1 \ //\54 LF118" HDPE 0.92% SUMP 911.00 \ INV 916.42 (12" IN) \ �+ \ r U INV 912.37 (21 IN) 1 1 I 1 ( I 1 \ // @ INV 914.28 (15" IN) \ INV 916.15 (15" OUT) \ V \ . / a I fi _ INV 912.19 (24" OUT) 11 2 I I I I I I I I INV 914.00 (18" OUT) Q \ 12 INV 912.80 (18" IN) 3 I I ^ CBMH-304 28 LF 12" RCP @ 0.71% \ N I I I 1 4 I I I I f♦ RIM 921.04 FES-606 21 LF 12" HDPE @ 2.36% PC:,na 2.33 - J I a I I 2 I 3 INV 916.85 (12" OUT) / ,`'''' ° INV 913.00 o I 34 LF 18 RCP @ 0.59/o I I I I / I I I INV 916.85 (12" IN) z / 29 LF 12 RCP @ 2.94/o \ STRUCTURE - (124) -------- x I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR 3 I _ C I I I I ( I I 1 I FES-704 I I \ °O / RIM 909.63 L________ REPORT WAS PREPARED BY ME OR UNDER MY DIRECT 1 1 I o \ CB-301 STMH-605 "---- - SUPERVISION AND THAT I AM A DULY LICENSED 1 1 1 I \ INV 911.50 I 31 LF 12 RCP @ 1.11 /o INV 908.50 (12 OUT) x RIM 918.51 I CBMH-112 \ / I I fj RIM 922.58 RIM 916.00 I r------- PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE o I _ I I CBMH-303 / INV 918.50 12" OUT INV 913.50 12" OUT �\ - o OF MINNESOTA. N INV 913.01 (18 IN) RIM 917.19 - _/ I I RIM 920.62 / ( ) ( ) \ I I 28 LF 15 RCP @ 0.50/o INV 913.00 18" OUT -- -J L --- - INV 914.06 12" IN I I ( \ INV 913.00 (12 IN) \ fi x PRINT NAME: ADAM THIELE, PE ( ) _ INV 913.90 (18" OUT) L_ - -__J L -- INV 917.20 12" IN)------' / O� \ 1 i I O I _ __J L -_INV 917.20 (12" OUT) \ 38 LF 12" HDPE @ -11.78% ?� I CBMH-202 I_ I CB-201 v 10400 297 LF 18 RCP 6, /� \ RIM 922.66 RIM 922.66 /� n_ / \ I - INV 919.33 (15 IN) o INV 919.47 (15 OUT) x 0 o I _0 00 _ 1+00 - - _ kv- '` x �--- _______ SIGNATURE: \m I I - 2+00 _ 3+- 4+00 5+00 < \i CBMH-302 �\ // \� I ___INV 919.33 (15" OUT) �+ v w + I : o 28 L 12" RCP @ 0.50% - 6+00 /111, RIM 920.68 / 1 r _ I I o 68 LF 21" PV @ 0.25% 102 LF 1 " RCP @ 0.49% < <-� \-F / INV 917.40 (12" OUT) / i I ^ PT: 13 78.41 r x DATE: 08/09/2022 LICENSE N0. 51317 V) •5 I _ rn - CB-1 �- / INV 917.65 (12" IN) I 4 0 ( 14 �. REVISION LOG I- I CBMH-105 __ RIM 917.19 �I E I RIM 917.80 -I I- -INV 914.20 (12" OUT) _ __ - 1 I \ i' o T I fi x V) o I - INV 912.54 (21" OUT) U� - NO. DATE DESCRIPTION OF REVISIONS INV i12.71 (18" IN) I I I I I ,�` I - _____ 1 8/19/22 REVISED PER CITY COMMENTS Qa 1 I I I I I I I I I I I I I I I I CO ---- 1 _______ _ ( AIL FES-703 I I I 1 _ O I \ I '�` 2 10/31/22 REVISED PER UPDATED DELINEATION I I I I 2 I I 3 /� INv912.00 I 1 2 I I I I 4 I I I I __--- __--� \ I �_ _/� I a� I x I N I I I I I I I / I I I I I `3 I I I I 5 I �- I 1 3 CBMH-203 0 1 - -� 15 3 11/18/22 REVISED PER CITY COMMENTS / OUTLOT F I I I I I I I I I I ( / I 4 11/21/22 STORM SEWER REVISIONS RIM 923.27 M v o I ( L I I I I 11 r INV 918.50 (15" IN)/ / / I - o 1 11 I I // I I I I 1 1 I I 7 \ \ ,,, I INV 918.50 (15" OUT)-_ / I - �I/ I I CB-114 I I �� I---- ---------J /N I '�` - U CB-114RIM .20 -_I L_----I L---J I I I I I I I I I L / '0 __ - 01 00 INV 914.20 (12" OUT) I------I L_----I L I I I I I I I 37 LF 12" HDPE @ 5.38% \ \ / p � CB-502 -I - _ I I r-------1 1----- --- -----J I-----J L-----� L - \ '''� \/ @J / RIM 921.84 I cn w CBMH 104 �" _ FES-207 IJ RIM 917.11 I I I I \ /�----� I------I �---__ ---- I - ' '- INV 920.00 �� �/ INV 918.00 (12 OUT) INV 914.10 12" IN I / -I �- --_� � 1 r n CBMH-204 ^ / ,/� 19 LF 12 HDPE @ 2I60% PRELIMINARY PLAT a N ( ) 1 I I \ / I I 1 1 r -I f I I RIM 921.76 v ,�� I I I 08/09/2022 ry c I I INV 913.61 (18 OUT) I I 1 1 \ I I I I I I I I ( I I / INV 917.50 (15 IN) c°� I - INV 913.90 (15" IN) 1 I \ I I I I I 1 I I I I I 1 INV 917.15 (21" OUT) � O� \\` CBMH-503 Q I I I „ I I 1 I I I - RIM 920.75-J DESIGNED: DRAWN: CHECKED BY: Y w INV 914.04 (12 IN) I I 5 1 I 4 I 1 15 I I I I I I I I I I I I I I 8 i aINV 918.00 (12 IN)I \� / / ,r INV 917.50 (12" IN AT JR AT z0 Q I - `� 33 LF 15" RCP @ 0.60%1 I I II I I I 14 I I 13 I I 12 I I 11 I I I 1 I I CBMH-405 i ` °' )�� INV 917.36 (15" OUT) I I Ia I I III FES-702 I I I I 10 I I I RIM 924.73 CBMH-406 28 LF 21" RCP @ 0.25% �\ x oo CBMH-103 I I I I INV 915.00 I I I I 1 1 I I I I I I I I INV 917.62 (24" IN) I RIM 923.19 ,� / \ +no 2 00 2 18 DRAWING TITLE o Y I m RIM 918.92 I I CBMH-102 I 1 I I I I I I I �, I I M I I INV 917.62 (24" OUT) I INV 917.30 (24" IN) w I I I I I I I I (0 I `{ I 0 32 LF 21" RCP\ _28 LF 15" RCP @ 0.50% x z _ INV 914.10 (15 IN) I RIM 918.26 1 I I I I o I I I / I i INV 917.29 (24 OUT) �k0 / -@ 0.25% = o I INV 914.10 (15" OUT) I_ __ J INV 915.14 (12" IN) I I I I I I I CBMH-403 + I 1 �j 83 LF 24" RCP @ 0.34% - / I _ INV 915.00 (15" OUT) L- -- - -I L -- _J I- ---- I L - I I RIM 923.68 a I a J I� � - FRCP @ 0'34% RIM 921.776 \ L 1 95 I-F 24 >> / SUMP 914.08 FES-206 63 LF 15" RCP @ 0.35% x a 227 LF 15" RCP 0.40% - -INV 918.35 (24" OUT L INV 917.00 o I 0430 31 LF 12" RCP @ 0.50%0 INV 918.35 (18" IN) 24„ RCp 0.32% 10+00 INV 917.08 (21" IN) / FES-505_ 2+00 138 LF - 9+ - x T R M EWER PLAN � I 0 3+00 _ INV 917.08 (21 OUT) INV 917.00 ^ 0 ^ � � I�- _ 68 LF 12 RCP @ 0.50/o�� � I 4+00 I � J J / I _ I 28 LF 12" RCP 0.39% 90 LF 15" RCP 0.55% 5+00 6+00 $+00 �� 28 LF 24" RCP 0.39%/ � o x I CBMH-110 @ - �- @ 7+0 - I - I - I-1 - �� FES-408 CBMH-504 _ _ 9fORMWATER POND 2 x O w I o RIM 23.119• INV 917. / SUMP 914.22 _ + RIM 918.18 CBMH-404 I / / RIM 920.77 INV 914.44 (12" OUT) _ _ - - RIM 925.16 SUMP 913.18 _ INV 917.90 (24 IN) 1-, ( ) _ �� INV 917.22 15 IN o INV 914.50 (12" IN) I CB-101 I- - r - INV 917.90 24 OUT INV 917.18 24" IN I FES-607 / "� ( ) T OT D INV 917.22 (15" OUT) ( , �- - --� �- - - CBMH-402 ° ( ) INV 917.18 (24 OUT) I i RIM 918.26 , FES-701 I I -"-1 r 1_ I I " / INV 906.00 / x INV 915.25 (12" OUT) INV 915.50 I I I I 1 ( RIM 924.16 - --� I I I o I 59 LF 12" RCP @ -15.21% '�` o I I I I I I I I 1 1 I I INV 918.60 (18 OUT) I I I I o I I I r�� I 1 I I 2 \ I I I I I 1 INV 919.20 (15 IN) 1 1 N I I / ,�� x 1 I I 2 I I ,;3 I I I 1 I a I I I / y DRAWING NO. Q I C� I I \ � I I I I I 4 I I I I o I 8 I I ° I ° Jr 6 7 1 L 41 LF 24 RCP @ 0.44/o J •� \32 LF 12 RCMP lk 3.16/o x w I I I I I I I I 1 1 ? I I I STMH-608 / RIM 920.50 E I I \\ 0� I I I I 1 1 I I I I I I I r---------� I INV 917.00 (12'" OUT) /AIkL I o CB-109 L--------___- \ I I 1 1 I I I I I I -� I INV915.00 (12" IN) 0o I RIM 919.05 �\ J L-----J L-----JL I I I �2 I i FES-609� INV916.00 (12" OUT) ---J J L------J � � INV916.00 N CB-401 x RIM 924.30 0o L__-_ I I I INV 921.06 (15" OUT) EX SMH11 --J I PLOTTED: COMM. N0. RIM 929.27 AUI d` 'il'L � o I I I I I INV 916.70 (8" IN) ---- 17004 Z X I I I ILI STORM WATER POLLUTION PREVENTION PLAN NARRATIVE - PAGE 1 OF 2 PROJECT DESCRIPTION/LOCATION DISCOVERY. PROJECT PERSONNEL AND TRAINING E. REMOVE ALL DELTAS AND SEDIMENT DEPOSITED IN SURFACE WATER INCLUDING DRAINAGE WAYS, JIM ONEKA PRAIRIE IS LOCATED IN THE CITY OF HUGO IN WASHINGTON COUNTY, BOUNDED BY EMPRESS AVE CATCH BASINS, AND OTHER DRAINAGE SYSTEMS. RESTABILIZED ANY AREAS THAT ARE DISTURBED N, EVERTON AVE N AND 165TH ST N. THE PROPERTY IS LOCATED IN RICE CREEK WATERSHED, AND THIS SWPPP WAS PREPARED BY PERSONNEL THAT ARE CERTIFIED IN THE DESIGN OF CONSTRUCTION BY SEDIMENT REMOVAL OPERATION. SEDIMENT REMOVAL AND STABILIZATION MUST BE A N D E R S 0 N ENCOMPASSES 24.8 ACRES. SWPPP. COPIES OF THE CERTIFICATIONS ARE ON FILE WITH THE ENGINEER. COMPLETED WITHIN 7 DAYS OF DISCOVERY. PREPARE AND SUBMIT A SITE MANAGEMENT PLAN FOR WORKING IN SURFACE WATERS. THE PLANNED SCOPE OF THE PROJECT INCLUDES: PROVIDE A CERTIFIED EROSION CONTROL SUPERVISOR IN GOOD STANDING WHO IS KNOWLEDGEABLE F. REMOVE TRACKED SEDIMENT FROM PAVED SURFACES BOTH ON AND OFF SITE WITHIN 24 HOURS 1 3 6 0 5 1st Avenue N . # 1 0 0 AND EXPERIENCED IN THE APPLICATION OF EROSION PREVENTION AND SEDIMENT CONTROL BEST OF DISCOVERY. STREET SWEEPING MAY HAVE TO OCCUR MORE OFTEN TO MINIMIZE OFF SITE Plymouth, MN 55441 1 ae-mn.com • THE INSTALLATION OF EROSION CONTROL MEASURES AS REQUIRED FOR THE MASS GRADING OF MANAGEMENT PRACTICES. THE EROSION CONTROL SUPERVISOR WILL WORK WITH THE PROJECT IMPACTS. LIGHTLY WET THE PAVEMENT PRIOR TO SWEEPING P 763.412.4000 1 F 763.412.4090 THE SITE FOR THE CONSTRUCTION OF NEW ROADS, AND HOUSES. ENGINEER / SWPPP DESIGNER TO OVERSEE THE IMPLEMENTATION OF THE SWPPP AND THE G. MAINTAIN ALL BMPS UNTIL WORK HAS BEEN COMPLETED, SITE HAS GONE UNDER FINAL Anderson Engineering of Minnesota, LLC • GRADING AS REQUIRED FOR THE INSTALLATION OF THE NEW HOUSES, SIDEWALKS, ROADS, AND INSTALLATION, INSPECTION, AND MAINTENANCE OF THE EROSION PREVENTION AND SEDIMENT CONTROL STABILIZATION, AND THE NOTICE OF TERMINATION (NOT) HAS BEEN SUBMITTED TO THE MPCA. STORMWATER PONDS. BMPS BEFORE, DURING, AND AFTER CONSTRUCTION UNTIL THE NOTICE OF TERMINATION (NOT) HAS BEEN AREA SUMMARY • THE CONSTRUCTION OF 4 STORMWATER PONDS. FILED WITH THE MPCA. PROVIDE PROOF OF CERTIFICATION AT THE PRECONSTRUCTION MEETING. WORK • INSTALLATION OF SANITARY SEWER, WATERMAIN, AND STORM SEWER. WILL NOT BE ALLOWED TO COMMENCE UNTIL PROOF OF CERTIFICATION HAS BEEN PROVIDED TO THE ACREAGE SUMMARY • PLACEMENT OF CONCRETE AS REQUIRED TO ESTABLISH CURB, GUTTER, AND SIDEWALKS PROJECT ENGINEER. THROUGHOUT THE SITE. AREA ACRES • CONSTRUCTION OF NEW ROADS. PROVIDE AT LEAST ONE CERTIFIED INSTALLER FOR EACH CONTRACTOR OR SUBCONTRACTOR THAT PROPERTY 24.8 INSTALLS THE PRODUCTS LISTED IN SPECIFICATION SECTION 2573.3.A.2 CERTIFIED INSTALLERS. PROVIDE ONEKA PRAIRIE RECEIVING WATERS PROOF OF CERTIFICATION AT THE PRECONSTRUCTION MEETING. WORK WILL NOT BE ALLOWED TO DISTURBED 21.3 COMMENCE UNTIL PROOF OF CERTIFICATION HAS BEEN PROVIDED TO THE PROJECT ENGINEER. IMP. PRE-CONSTRUCTION 1 .06 THESE WATERS ARE LOCATED WITHIN ONE MILE (AERIAL RADIUS) OF THE PROJECT LIMITS AND RECEIVE IMP. POST-CONSTRUCTION 10.06 RUNOFF FROM THE PROJECT SITE. DUE TO THE PROXIMITY OF THE RECEIVING WATERS, THE BMPS CHAIN OF RESPONSIBILITY NEW IMP. 9.0 DESCRIBED IN APPENDIX A OF THE NPDES PERMIT MAY APPLY TO ALL AREAS OF THE SITE. THE OWNER AND CONTRACTOR ARE CO-PERMITTEES FOR THE NATIONAL POLLUTANT DISCHARGE PERVIOUS AT COMPLETION 14.74 ;mot; On ko:c': (• Attrr.Gon: QMu;eums ®Transit gPharmaeies mare ELIMINATION SYSTEM (NPDES) CONSTRUCTION PERMIT. THE CONTRACTOR IS RESPONSIBLE TO COMPLY SPECIAL SITE NOTES WITH ALL ASPECTS OF THE NPDES CONSTRUCTION PERMIT AT ALL TIMES UNTIL THE NOTICE OF 1-MILE TERMINATION (NOT) HAS BEEN FILED WITH THE MPCA THE CONTRACTOR WILL DEVELOP A CHAIN OF RADIUS COMMAND WITH ALL OPERATORS ON THE SITE TO ENSURE THAT THE SWPPP WILL BE IMPLEMENTED AND IF SITE REQUIRES PERMANENT STORMWATER MANAGEMENT HYDROLOGIC AND WATER QUALITY HARDWOOD AROUND STAY IN EFFECT UNTIL THE CONSTRUCTION PROJECT IS COMPLETE, THE ENTIRE SITE HAS UNDERGONE MODELING DATA IS AVAILABLE UPON REQUEST. CREEK PROJECT '' � FINAL STABILIZATION, AND A NOTICE OF TERMINATION (NOT) HAS BEEN SUBMITTED TO THE MPCA. THE SWPPP COORDINATOR MUST BE AVAILABLE FOR AN ONSITE INSPECTION WITHIN 72 HOURS UPON PROJECT CONTACTS REQUEST BY THE MPCA AND SHALL BE RESPONSIBLE FOR THE FOLLOWING: SOUTHWIND HOLDINGS, LLC PROJE T THE CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION OF THE SWPPP AND INSTALLATION, : SUBMIT THE NPDES PERMIT APPLICATION AND COMPLY WITH ALL REQUIREMENTS INSPECTION, AND MAINTENANCE OF THE EROSION PREVENTION AND SEDIMENT CONTROL BMPS BEFORE, IMPLEMENT THE SWPPP. SITE ONEKA DURING, AND AFTER CONSTRUCTION UNTIL THE NOTICE OF TERMINATION (NOT) HAS BEEN FILED. • OVERSEE INSTALLATION AND MAINTENANCE PRACTICES AND REPAIRS IDENTIFIED IN THE SWPPP. LAKE • IMPLEMENT AND OVERSEE EMPLOYEE TRAINING AND RECORD IN OR WITH THE SWPPP. CONTACT INFORMATION • CONDUCT OR PROVIDE FOR INSPECTION AND MONITORING ACTIVITIES AND MAINTAIN LOGS AS ORGANIZATION CONTACT NAME PHONE PERMIT REQUIRES. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR • IDENTIFY OTHER POTENTIAL POLLUTANT SOURCES NOT LISTED IN THE SWPPP AND ADD THEM. REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SOUTHWIND HOLDINGS LARRY ALM • IDENTIFY ANY DEFICIENCIES IN THE SWPPP AND CORRECT THEM. SUPERVISION AND THAT AM A DULY LICENSED n PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE ANDERSON ENGINEERING (SWPPP DESIGN) JARED RICHNER* 763-412-4000 • ENSURE THAT CHANGES TO CONSTRUCTION PLANS ARE ADDRESSED IN THE SWPPP. of MINNESOTA. �I • FILE THE NOTICE OF TERMINATION UPON PROJECT COMPLETION.[CONTRACTOR] PRINT NAME: ADAM THIELE, PE �I o *CERTIFIED FOR DESIGN OF CONSTRUCTION SWPPP BY UNIVERSITY OF MINNESOTA, EXPIRES 5/31/23 AFTER THE NOTICE OF TERMINATION HAS BEEN FILED, THE OWNER SHALL BE RESPONSIBLE FOR ASSIGNING RESPONSIBILITY FOR PERMANENT MAINTENANCE MEASURES. i o SIGNATURE: w �o gie 1 - MPCA DUTY OFFICER 24 HOUR EMERGENCY NOTIFICATION: _ l' '°""'n 651-649-5451 OR 800-422-0798 PERMITS DATE: 08/09/2022 LICENSE N0. 51317 �I SITE INSPECTION AND MAINTENANCE THE FOLLOWING PERMITS APPLY TO THIS PROJECT: REVISION LOG i HARDWOOD CREEK HAS AN APPROVED TMDL FOR DISSOLVED OXYGEN AND FISHES BIO, NOT FOR CONSTRUCTION RELATED ACTIVITIES AGENCY TYPE OF PERMIT PERMIT # AND DATES NO. DATE DESCRIPTION OF REVISIONS CONTRACTOR SHALL PROVIDE NAME, CONTACT INFO, AND TRAINING DOCUMENTATION FOR THE PERSON 1 8/19/22 REVISED PER CITY COMMENTS WATERS WITHIN 1 MILE RADIUS RESPONSIBLE FOR SWPPP IMPLEMENTATION AND INSPECTION/MAINTENANCE OF BMPS. MINNESOTA POLLUTION NPDES CONSTRUCTION CONTROL AGENCY (MPCA) PERMIT 2 10/31/22 REVISED PER UPDATED DELINEATION OI TYPE LAKE, IMPAIRED INSPECT THE ENTIRE CONSTRUCTION SITE A MINIMUM OF ONCE EVERY SEVEN DAYS DURING ACTIVE 3 11/18/22 REVISED PER CITY COMMENTS TYPE (LAKE, A WATER WITHIN 1 RECEIVING CITY OF HUGO GRADING PERMIT NAME OF WATER RIVER APPROVED CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5 INCHES WITHIN A 24 4 11/21/22 STORM SEWER REVISIONS BODY WETLAND, SPECIAL WATER MILE OF TMDLTMDL WATERS HOUR TIME FRAME. INSPECT ALL TEMPORARY AND PERMANENT WATER QUALITY MANAGEMENT, EROSION CITY OF HUGO BUILDING PERMIT r- (YES OR NO) PR OJ C S (YES OR NO) PREVENTION AND SEDIMENT CONTROL BMPS UNTIL THE SITE HAS UNDERGONE FINAL STABILIZATION AND oDITCH, ETC) (YES OR NO) THE N.O.T. HAS BEEN SUBMITTED. INSPECT SURFACE WATER INCLUDING DRAINAGE DITCHES FOR SIGNS NOTE: IF THE 25' BUFFERS ARE MAINTAINED FORM THE WETLANDS, ADDITIONAL PERMITS WILL NOT BE HARDWOOD CREEK NO YES YES YES OF EROSION AND SEDIMENT DEPOSITION. INSPECT CONSTRUCTION SITE VEHICLE EXIT LOCATIONS FOR REQUIRED. = EVIDENCE OF TRACKING ONTO PAVED SURFACES. INSPECT SURROUNDING PROPERTIES FOR EVIDENCE OF OFF SITE SEDIMENT ACCUMULATION. LOCATION OF SWPPP REQUIREMENTS PRELIMINARY PLAT SOIL TYPES � RECORD ALL INSPECTIONS AND MAINTENANCE ACTIVITIES IN WRITING WITHIN 24 HOURS. SUBMIT THE REQUIRED SWPPP ELEMENTS MAY BE LOCATED IN MANY PLACES 08/09/2022 n SOIL TYPES TYPICALLY FOUND ON THIS PROJECT ARE SANDY LEAN CLAY AND CLAYEY LEAN SAND INSPECTION REPORTS IN A FORMAT THAT IS ACCEPTABLE TO THE PROJECT ENGINEER. WITHIN THE PLAN SET. PLAN VIEW OF THE GRADING PLAN MEASURES CAN BE FOUND ON C5 - GRADING DESIGNED: DRAWN: CHECKED BY: o (GENERALLY TYPE B SOILS), WITH LESSER AMOUNTS OF POORLY GRADED SAND WITH SILT AND SILTY PLAN AT JR AT o SAND (GENERALLY TYPE C SOILS), PER GEOTECHNICAL REPORT DATED 06/06/2022 GEOTECHNICAL FOR PROJECTS THAT DISCHARGE TO PROHIBITED WATERS, CONDUCT ROUTINE SITE INSPECTIONS AT A REPORT IS TO BE KEPT ON SITE AS PART OF THE SWPPP AND IS TO BE MADE AVAILABLE UPON REQUEST. MINIMUM OF ONCE EVERY 72 HOURS (3 DAYS). SWPPP AMENDMENTS DRAWING TITLE 0 z LONG TERM MAINTENANCE AND OPERATION INCLUDE THE FOLLOWING IN THE RECORDS OF EACH INSPECTION AND MAINTENANCE ACTIVITY: A QUALIFIED INDIVIDUAL MUST COMPLETE ALL SWPPP CHANGES. CHANGES INVOLVING THE USE OF A LESS STRINGENT BMP MUST INCLUDE A JUSTIFICATION DESCRIBING HOW THE REPLACEMENT BMP IS o SOUTHWIND HOLDINGS HAS ENTERED INTO A MAINTENANCE AGREEMENT WITH THE CITY OF HUGO THAT A. DATE AND TIME OF INSPECTIONS EFFECTIVE FOR THE SITE CHARACTERISTICS. o IDENTIFIES THE AGENCY THAT IS RESPONSIBLE FOR ONGOING MAINTENANCE, AND HOW RESPONSIBILITY B. NAME OF PERSONS CONDUCTING INSPECTIONS o-, WILL BE TRANSFERRED TO OTHER AGENTS, OR PRIVATELY MAINTAINED. C. FINDINGS OF INSPECTIONS, INCLUDING RECOMMENDATIONS FOR CORRECTIVE ACTIONS PERMITTEES MUST AMEND THE SWPPP TO INCLUDE ADDITIONAL OR MODIFIED BMPS AS NECESSARY TO SWPPP - PG 1 0 o D. CORRECTIVE ACTION TAKEN, INCLUDING DATES, TIMES, AND PARTY COMPLETING MAINTENANCE CORRECT PROBLEMS IDENTIFIED OF ADDRESS SITUATIONS WHENEVER THERE IS A CHANGE IN DESIGN, OM ACTIVITIES CONSTRUCTION OPERATION, MAINTENANCE, WEATHER, OR SEASONAL CONDITIONS HAVING A E. DATE AND AMOUNT OF ALL RAINFALL EVENTS GREATER THAN 0.5 INCH IN 24 HOURS SIGNIFICANT EFFECT ON THE DISCHARGE OF POLLUTANTS TO SURFACE WATERS OR GROUNDWATER. } o F. DOCUMENTS AND CHANGES MADE TO THE SWPPP PERMITTEES MUST AMEND THE SWPPP TO INCLUDE ADDITIONAL OR MODIFIED BMPS AS NECESSARY TO E REPLACE, REPAIR OR SUPPLEMENT ALL NONFUNCTIONAL BMPS BY IN THE TIME PROVIDED BELOW: CORRECT PROBLEMS IDENTIFIED OR ADDRESS SITUATIONS WHENEVER INSPECTIONS OR c° INVESTIGATIONS BY THE SITE OWNER OR OPERATOR, USEPA OR MPCA OFFICIALS INDICATE THE SWPPP z w A. REPAIR, REPLACE, OR SUPPLEMENT PERIMETER CONTROL DEVICES WHEN IT BECOMES IS NOT EFFECTIVE IN ELIMINATING OR SIGNIFICANTLY MINIMIZING THE DISCHARGE OF POLLUTANTS TO DRAWING NO. Q NONFUNCTIONAL OR SEDIMENT REACHES Y2 THE HEIGHT OF THE DEVICE. COMPLETE REPAIRS BY SURFACE WATERS OR GROUNDWATER OR THE DISCHARGES ARE CAUSING WATER QUALITY STANDARD X B. THE END OF THE NEXT BUSINESS DAY FOLLOWING DISCOVERY. EXCEEDANCES OR THE SWPPP IS NOT CONSISTENT WITH THE OBJECTIVES OF A USEPA APPROVED TMDL. E N C. REPAIR OR REPLACE INLET PROTECTION DEVICES WHEN THEY BECOME NONFUNCTIONAL OR 0 o SEDIMENT REACHES Y2 THE HEIGHT AND/OR DEPTH OF THE DEVICE. COMPLETE REPAIRS BY THE N END OF THE NEXT BUSINESS DAY FOLLOWING DISCOVER. C9 i D. DRAIN AND REMOVE SEDIMENT FROM TEMPORARY AND PERMANENT SEDIMENT BASINS ONCE THE N SEDIMENT HAS REACHED Y2 THE STORAGE VOLUME. COMPLETE WORK WITHIN 72 HOURS OF N O E N p PLOTTED: COMM. NO. N � o (D ---- 17004 z x STORM WATER POLLUTION PREVENTION PLAN NARRATIVE - PAGE 2 OR 2 TEMPORARY SEDIMENT BASIN, THE WATER MUST BE TREATED SO THAT IT DOES NOT CAUSE A STABILIZATION TIME FRAMES NUISANCE CONDITION IN THE RECEIVING WATERS OR TO DOWNSTREAM LANDOWNERS. CLEAN OUT ALL PERMANENT STORMWATER BASINS REGARDLESS OF WHETHER USED AS TEMPORARY SEDIMENT DESCRIPTION OF PERMANENT STORMWATER TREATMENT SYSTEMS ALL AREAS DISTURBED BY CONSTRUCTION WILL RECEIVE SEED OR SOD ACCORDING TO THE PLANS AND BASINS OR TEMPORARY SEDIMENT TRAPS TO THE DESIGN CAPACITY AFTER ALL UP GRADIENT LAND A N D E R S 0 N SPECIFICATIONS AND WITHIN THE SPECIFIED VEGETATIVE TIME SCHEDULE. FINAL STABILIZATION WILL DISTURBING ACTIVITY IS COMPLETED. STORMWATER IS TREATED BY FOUR STORMWATER PONDS THROUGHOUT THE SITE. SEE STORMWATER OCCUR WHEN THE SITE HAS A UNIFORM VEGETATIVE COVER WITH A DENSITY OF 70% OVER THE ENTIRE 13. PROVIDE SCOUR PROTECTION AT ANY OUTFALL OF DEWATERING ACTIVITIES. MANAGEMENT PLAN REPORT. DISTURBED AREA COMPARED TO EXISTING CONDITIONS. ALL TEMPORARY SYNTHETIC EROSION 14. PROVIDE STABILIZATION IN ANY TRENCHES CUT FOR DEWATERING OR SITE DRAINING PURPOSES. 1 3 6 0 5 1st Avenue N . # 1 0 0 PREVENTION AND SEDIMENT CONTROL BMPS MUST BE REMOVED AS PART OF THE SITE FINAL CALCULATIONS FOR TEMPORARY & PERMANENT STORMWATER TREATMENT SYSTEMS Plymouth, MN 55441 1 ae-mn.com STABILIZATION. ALL SEDIMENT MUST BE CLEANED OUT OF CONVEYANCES AND TEMPORARY POLLUTION PREVENTION P 763.412.4000 1 F 763.412.4090 SEDIMENTATION BASINS IF APPLICABLE. Anderson Engineering of Minnesota, LLC 1. PROVIDE A SPILL KIT AT EACH WORK LOCATION ON THE SITE. SEE STORMWATER MANAGEMENT PLAN REPORT. AREA TIME FRAME NOTES 2. STORE ALL BUILDING MATERIALS THAT HAVE THE POTENTIAL TO LEACH POLLUTANTS, PESTICIDES, LAST 200 LINEAL FEET OF DRAINAGE WITHIN 24 HOURS OF CONNECTION TO HERBICIDES, INSECTICIDES. FERTILIZERS, TREATMENT CHEMICALS, AND LANDSCAPE MATERIALS ESTIMATED BMPS QUANTITIES DITCH OR SWALE SURFACE WATER OR PROPERTY EDGE 1, 2, 3 UNDER COVER WITH SECONDARY CONTAINMENT. REMAINING PORTIONS OF DRAINAGE 3. PROVIDE A SECURE STORAGE AREA WITH RESTRICTED ACCESS FOR ALL HAZARDOUS MATERIALS BMP ORIGINAL ESTIMATE MODIFICATION DATE DITCH OR SWALE 7 DAYS 1 , 3 AND TOXIC WASTE. RETURN ALL HAZARDOUS MATERIALS AND TOXIC WASTE TO THE DESIGNATED STORAGE AREA AT THE END OF THE BUSINESS DAY UNLESS INFEASIBLE. STORE ALL HAZARDOUS ENERGY DISSIPATER PIPE AND CULVERT OUTLETS 24 HOURS MATERIALS AND TOXIC WASTE (INCLUDING BUT NOT LIMITED TO OIL, DIESEL FUEL, GASOLINE, TEMP. DIVERSION DIKES ONEKA PRAIRIE STOCKPILES 7 DAYS 1 HYDRAULIC FLUIDS, PAINT, PETROLEUM BASED PRODUCTS, WOOD PRESERVATIVES, ADDITIVES, CURING COMPOUNDS, AND ACIDS) IN SEALED CONTAINERS WITH SECONDARY CONTAINMENT. CLEAN CHECK DAMS 1 . INITIATE INLET STABILIZATION IMMEDIATELY WHEN CONSTRUCTION HAS TEMPORARILY OR UP SPILLS IMMEDIATELY. TEMP SEEDING 17 ACRES PERMANENTLY CEASED ON ANY PORTION OF THE SITE. COMPLETE STABILIZATION WITHIN THE TIME 4. STORE, COLLECT AND DISPOSE OF ALL SOLID WASTE. PERMANENT SEEDING 5 ACRES FRAME LISTED. IN MANY INSTANCES THIS WILL REQUIRE STABILIZATION TO OCCUR MORE THAN ONCE 5. POSITION ALL PORTABLE TOILETS SO THAT THEY ARE SECURE AND CANNOT BE TIPPED OR KNOCKED DURING THE COURSE OF THE PROJECT. TEMPORARY SOIL STOCKPILES WITHOUT SIGNIFICANT CLAY OVER. PROPERLY DISPOSE OF ALL SANITARY WASTE. PERMANENT SODDING 12 ACRES OR SILT AND STOCKPILED AND CONSTRUCTED ROAD BASE ARE NOT APPROPRIATE AND THEREFORE 6. FUEL AND MAINTAIN VEHICLES IN A DESIGNATED CONTAINED AREA WHENEVER FEASIBLE. USE DRIP EXEMPT FROM THE STABILIZATION REQUIREMENT. PANS OR ABSORBENT MATERIALS TO PREVENT SPILLS OR LEAKED CHEMICALS FORM DISCHARGING MULCHES (SPECIFY TYPES) TO SURFACE WATER OR STORMWATER CONVEYANCES. PROVIDE A SPILL KIT AT EACH LOCATION 2. APPLICATION OF MULCH, HYDROMULCH, TACKIFIER AND POLYACRYLAMIDE ARE NOT ACCEPTABLE THAT VEHICLES AND EQUIPMENT ARE FUELED OR MAINTAINED AT. STABILIZATION METHODS IN THESE AREAS. 7. LIMIT VEHICLE AND EQUIPMENT WASHING TO A DEFINED AREA OF THE SITE. CONTAIN RUNOFF FROM CAT 3 EROSION CONTROL BLANKET THE WASHING AREA TO A TEMPORARY SEDIMENT BASIN OR OTHER EFFECTIVE CONTROL. PROPERLY 3. STABILIZE ALL AREAS OF THE SITE PRIOR TO THE ONSET OF WINTER, ANY WORK STILL BEING DISPOSE OF ALL WASTE GENERATED BY VEHICLE AND EQUIPMENT WASHING. ENGINE DEGREASING IS SOIL TACKIFIERS PERFORMED WILL BE SNOW MULCHED, SEEDED, AND BLANKETED WITHIN THE TIME FRAMES IN THE NOT ALLOWED ON THE SITE. SOUTHWIND HOLDINGS, LLC NPDES PERMIT. 8. PROVIDE EFFECTIVE CONTAINMENT FOR ALL LIQUID AND SOLID WASTES GENERATED BY WASHOUT SILT FENCING 6734 LF OF CONCRETE, STUCCO, PAINT, FORM RELEASE OILS, CURING COMPOUNDS AND OTHER 4. TOPSOIL BERMS MUST BE STABILIZED IN ORDER TO BE CONSIDERED PERIMETER CONTROL BMPS. CONSTRUCTION MATERIALS. LIQUID AND SOLID WASHOUT WASTES MUST NOT CONTACT THE EROSION CONTROL MATS USE RAPID STABILIZATION METHOD 2, 3, OR 4 AS DIRECTED BY THE ENGINEER. THE SEED MIX USED IN GROUND. DESIGN THE CONTAINMENT SO THAT IT DOES NOT RESULT IN RUNOFF FROM THE WASHOUT THE RAPID STABILIZATION MAY BE SUBSTITUTED AS FOLLOWS: OPERATIONS OR CONTAINMENT AREA. 9. CREATE AND FOLLOW A WRITTEN DISPOSAL PLAN FOR ALL WASTE MATERIALS. INCLUDE IN THE PLAN STORM DRAIN INLET PROTECTION 38 EA A. SINGLE YEAR CONSTRUCTION BETWEEN MAY 1 - AUGUST 1 , SEED WITH SEED MIXTURE 21 .111 HOW THE MATERIAL WILL BE DISPOSED OF AND THE LOCATION OF THE DISPOSAL SITE. SUBMIT PLAN I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR B. SINGLE YEAR CONSTRUCTION BETWEEN AUGUST 1 AND OCTOBER 31 , SEED WITH SEED TO THE ENGINEER. REPORT WAS PREPARED BY ME OR UNDER MY DIRECT MIXTURE 21-112 10. USE METHODS AND OPERATIONAL PROCEDURES THAT PREVENT CONCRETE DUST PARTICLES SUPERVISION AND THAT AM A DULY LICENSED ' PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE 3: C. MULTI YEAR CONSTRUCTION 22-111 CONCRETE WASH OUT, AND OTHER CONCRETE WASTES FROM LEAVING SITE, DEPOSITING IN TEMPORARY OR PERMANENT OF MINNESOTA. cnI EXISTING OR FUTURE VEGETATED AREAS, AND FROM ENTERING STORMWATER CONVEYANCE SEDIMENTATION BASINS of 5. KEEP DITCHES AND EXPOSED SOILS IN AN EVEN ROUGH GRADED CONDITION IN ORDER TO BE ABLE SYSTEMS, INCLUDING INLETS, DITCHES AND CURB FLOW LINES. USE METHODS AND OPERATIONAL PRINT NAME: ADAM THIELE, PE o 0 TO APPLY EROSION CONTROL MULCHES, HYDROMULCHES AND BLANKETS. PROCEDURES THAT PREVENT SAW CUT SLURRY AND PLANING WASTE FROM LEAVING SITE AND 0 FROM ENTERING STORMWATER CONVEYANCE SYSTEMS INCLUDING DITCHES AND CULVERTS. SIGNATURE: GENERAL SWPPP NOTES FOR CONSTRUCTION ACTIVITY CONSTRUCTION ENTRANCE 1 EA w RECORD RETENTION DATE: 08/09/2022 LICENSE N0. 51317 1 . CONTRACTOR SHALL AMEND THE SWPPP AND DOCUMENT ANY AND ALL CHANGES TO THE SWPPP of AND ASSOCIATED PLAN SHEETS WITHIN 7 DAYS UPON IMPLEMENTATION. STORE THE SWPPP AND ALL THE SWPPP, ALL CHANGES TO IT AND INSPECTION AND MAINTENANCE RECORDS MUST BE KEPT ON-SITE REVISION LOG AMENDMENTS ON SITE AT ALL TIMES. DURING CONSTRUCTION. THE OWNER MUST RETAIN A COPY OF THE SWPPP ALONG WITH THE FOLLOWING i~ 2. PREPARE AND SUBMIT A SITE MANAGEMENT PLAN FOR THE ENGINEER'S ACCEPTANCE FOR RECORDS FOR THREE (3) YEARS AFTER SUBMITTAL OF THE NOTICE OF TERMINATION (NOT). DEWATERING (TREATMENT LOCATION, N0. DATE DESCRIPTION OF REVISIONS Q CONCRETE MANAGEMENT, CONCRETE SLURRY APPLICATION AREAS, WORK IN AND NEAR AREAS OF SCHEMATIC, & SAMPLING PLAN REQUIRED 1 8/19/22 REVISED PER CITY COMMENTS ENVIRONMENTAL SENSITIVITY, AREAS IDENTIFIED IN THE PLANS AS "SITE MANAGEMENT PLAN AREA", 1. ANY OTHER PERMITS REQUIRED FOR THE PROJECT. 2 10/31/22 REVISED PER UPDATED DELINEATION of ANY WORK THAT WILL REQUIRE DEWATERING, AND AS REQUESTED BY THE ENGINEER. SUBMIT ALL 2. RECORDS OF ALL INSPECTION AND MAINTENANCE CONDUCTED DURING CONSTRUCTION 3 11/18/22 REVISED PER CITY COMMENTS SITE MANAGEMENT PLANS TO THE ENGINEER IN WRITING. ALLOW ALL MINIMUM OF 7 DAYS FOR THE 3. ALL PERMANENT OPERATIONS AND MAINTENANCE AGREEMENT THAT HAVE BEEN IMPLEMENTED � ENGINEER TO REVIEW AND ACCEPT SITE MANAGEMENT PLAN SUBMITTALS. WORK WILL NOT BE INCLUDING ALL RIGHT OF WAY, CONTRACTS, COVENANTS AND OTHER BINDING REQUIREMENTS 4 11/21/22 STORM SEWER REVISIONS o ALLOWED TO COMMENCE IF A SITE MANAGEMENT PLAN IS REQUIRED UNTIL ACCEPTANCE HAS BEEN REGARDING PERPETUAL MAINTENANCE; AND CONCRETE TRUCK WASHOUT 1 EA i GRANTED BY THE ENGINEER. THERE WILL BE NO EXTRA TIME ADDED TO THE CONTRACT DUE TO THE 4. ALL REQUIRED CALCULATIONS FOR DESIGN OF THE TEMPORARY AND PERMANENT STORMWATER UNTIMELY SUBMITTAL. MANAGEMENT SYSTEMS. = 3. IT IS THE DESIGNER'S INTENT THAT THE CONTRACTOR BUILD PONDS AND INSTALL EROSION CONTROL BMPS BEFORE PUTTING THEM INTO ACTIVE SERVICE TO THE MAXIMUM EXTENT PRELIMINARY PLAT Q PRACTICABLE. SWPPP SCHEDULE OF INSTALLATION & MAINTENANCE 08/09/2022 � 4. BURNING OF ANY MATERIAL IS NOT ALLOWED WITHIN PROJECT BOUNDARY. Y5. DO NOT DISTURB AREAS OUTSIDE OF THE CONSTRUCTION LIMITS. DELINEATE AREAS NOT TO BE INSPECTION & DESIGNED: DRAWN: CHECKED BY: w DISTURBED PRIOR TO STARTING GROUND DISTURBING ACTIVITIES. IF IT BECOMES NECESSARY TO ITEM INSTALLATION MAINTENANCE REMOVAL AT JR AT o DISTURBED AREAS OUTSIDE OF THE CONSTRUCTION LIMITS OBTAIN WRITTEN PERMISSION FROM THE PROJECT ENGINEER PRIOR TO PROCEEDING. PRESERVE ALL NATURAL BUFFERS SHOWN ON THE INSPECT& MAINT. AFTER EACH DRAWING TITLE PLANS. SILT FENCE PRIOR TO COMMENCEMENT OF RUN-OFF EVENT. REMOVE AFTER TRIBUTARY DRAINAGE EARTHWORK OPERATIONS. SEDIMENTS AS REQUIRED. AREA IS RESTORED. 6. ROUTE STORMWATER AROUND UNSTABILIZED AREAS OF THE SITE WHENEVER FEASIBLE. PROVIDE EROSION CONTROL AND VELOCITY DISSIPATION DEVICES AS NEEDED TO KEEP CHANNELS FROM ERODING AND TO PREVENT NUISANCE CONDITIONS AT THE OUTLET. ROCK CONST. PRIOR TO COMMENCEMENT OF INSPECT REGULARLY. MAINTAINcn PRIOR TO PAVING. o 7. DIRECT DISCHARGES FROM BMPS TO VEGETATED AREA WHENEVER FEASIBLE. PROVIDE VELOCITY ENTRANCE EARTHWORK OPERATIONS. AS NEEDED. DISSIPATION DEVICES AS NEEDED TO PREVENT EROSION. OUTLET SKIMMER INSPECT REGULARLY. MAINTAIN SWPPP - PG 2 0 0 8. THE EROSION PREVENTION AND SEDIMENT CONTROL BMPS SHALL BE PLACED AS NECESSARY TO STRUCTURE AFTER POND GRADING IS AS NEEDED. PERMANENT. o m COMPLETED. o MINIMIZE EROSION FROM DISTURBED SURFACES AND TO CAPTURE SEDIMENT ON SITE. ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO COMMENCEMENT OF ANY REMOVAL WORK RIP-RAP & UPON COMPLETION OF POND INSPECT& MAINTAIN AT LEAST } o AND/OR GROUND DISTURBING ACTIVITIES COMMENCE. FILTER GRADING, CONC. SWALE CONST. ANNUALLY AND AFTER HEAVY PERMANENT. L 9. ESTABLISH SEDIMENT CONTROL DEVICES ON ALL DOWN GRADIENT PERIMETERS AND UP GRADIENT AND OUTLET INSTALLATION. RAINFALL EVENT. E OF ANY BUFFER ZONES BEFORE AND UP GRADIENT LAND DISTURBING ACTIVITIES BEGIN. MAINTAIN DETENTION POND DURING EARTHWORK AFTER HEAVY RAINFALL EVENTS. PERMANENT. c° SEDIMENT CONTROL DEVICES UNTIL CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED. OPERATIONS. REMOVE SEDIMENTS AS NEEDED. 10. LOCATE PERIMETER CONTROL ON THE CONTOUR TO CAPTURE OVERLAND, LOW-VELOCITY SHEET INSPECT&MAINTAIN AFTER HEAVY DRAWING NO. bj Q Q FLOWS DOWN GRADIENT OF ALL EXPOSED SOILS AND PRIOR TO DISCHARGING TO SURFACE WATERS. SEED & MULCH AFTER POND GRADING IS RAINS. REPLACE WASH-OUT NO REMOVAL NECESSARY. � COMPLETED. AREAS IMMEDIATELY ro PLACE J-HOOKS AT A MAXIMUM OF 100 FOOT INTERVALS. N 11. PROVIDE PERIMETER CONTROL AROUND ALL STOCKPILES. PLACE BMP A MINIMUM 5 FEET FROM THE INLET PROTECTION UPON INLET CONSTRUCTING WHEN 1/3 CAPACITY OF BMP IS AFTER TRIBUTARY AREAS E REACHED ARE FULLY RESTORED o TOE OF SLOPE WHERE FEASIBLE. DO NOT PLACE STOCKPILES IN NATURAL BUFFER AREAS, SURFACE WATERS OR STORMWATER CONVEYANCES. clo 12. DISCHARGE TURBID OR SEDIMENT LADEN WATER TO TEMPORARY SEDIMENT BASINS WHENEVER FEASIBLE. IN THE EVENT THAT IT IS NOT FEASIBLE TO DISCHARGE THE SEDIMENT LADEN WATER TO A o E N p PLOTTED: COMM. NO. N � o L ---- 17004 z x STEEL FENCE POST(T-POST), MINIMUM T LONG, 6' ATTACH FABRIC TO POSTS MAXIMUM SPACING. WITH MINIMUM 3 ZIP TIES (50 LB. TENSILE) PER POST DEFLECTOR PLATE IN TOP 8" OF FABRIC. ' OVERFLOW 1 -CENTER OF FILTER ASSEMBLY MONOFILAMENT GEOTEXTILE OVERFLOW 2-TOP OF CURB BOX FABRIC PER MNDOT TABLE A N D E R S 0 N / 3886-1 (MACHINE SLICED). 10"FILTER ASSEMBLY 20'RADIUS MINIMUM 1 3 6 0 5 1st Avenue N . # 1 0 0 FACE AWAY PO MACHINE SLICE Plymouth, MN 55441 1 ae-mn.com TO FACE AWAAYY CURB FROM FABRIC. 8"-12" DEPTH (PLUS 6" FLAP) P 763.412.4000 1 F 763.412.4090 Anderson Engineering of Minnesota, LLC S0 RqS 20'RADIUS MINIMUM OF SURFACE FLOW .. DIRECTION i I , CG-23 HIGH-FLOW /_� � �� - - v� � • 24" MINIMUM HIGH-FLOW FABRIC ONEKA PRAIRIE 1"TO 2" , CRUSHED ROCK =- 2a ` POST EMBEDMENT 6"MIN. DEPTH NOTE: THE MACHINE SLICED METHOD (THIS DETAIL) IS THE STANDARD SILT FENCE INSTALLATION METHOD. HEAVY-DUTY(ERO-1B) OR STANDARD ERO-1C SILT FENCE INSTALLATION METHODS SHOULD ONLY BE USED NOTES: C ) 1. THE ROAD DRAIN-CURB&GUTTER MODEL CONSISTS OF A REUSABLE OPEN TOPPED RECEPTACLE THAT SETS WHEN APPROVED OR DIRECTED BY THE CITY. INSIDE THE STORM SEWER GRATE.AN INCORPORATION REAR DEFLECTOR PLATE IS CONNECTED TO THE RECEPTACLE DIRECTING THE WATER INTO THE BASIN FOR FILTRATION. 2. THE ROAD DRAIN-CURB&GUTTER MODEL HAS A REPLACEABLE FILTER CARTRIDGE. NOTES: COMPACTION: 3. THE FILTER MEDIA SHALL MEET ALL LOCAL SPECIFICATIONS FOR INLET PROTECTION.1. CRUSHED CONCRETE IS NOT ALLOWED AFTER"SLICING" IN THE FABRIC AND BEFORE INSTALLATION MAINTENANCE: SOUTHWIND HOLDINGS, LLC 2. GEOTEXTILE FABRIC REQUIRED UNDERNEATH COARSE AGGREGATE OF STEEL POSTS, DRIVE INSTALLATION EQUIPMENT OVER THE 1. CHECK FILTER MEDIA AFTER EACH RAIN EVENT.CLEAN OR REPLACE IF SEDIMENT CLOGS FILTER. 3. MAINTENANCE IS INCIDENTAL "SLICE" WHILE FABRIC IS LAYING ON THE GROUND. THEN 2. REMOVE SEDIMENT AND DEBRIS FROM THE RECEPTACLE AFTER EACH RAIN EVENT. INSTALL STEEL POSTS AND PULL UP FABRIC TO ATTACH AT A UNIFORM HEIGHT. Special Details Special Details �' Special Details Q, �� CITY OF CMTY OF ��.. CITY` OF= ROCK CONSTRUCTION Date: SILT FENCE MACHINE SLICED Date: WIMCO CURB & GUTTER Date: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR -o t 04-01-15 09-01-15 04-01-15 REPORT WAS PREPARED BY ME OR UNDER MY DIRECT vi ENTRANCE HU-EC-1 HU-EC-2 INLET PROTECTION (CG23) HU-EC-4 SUPERVISION AND THAT I AM A DULY LICENSED J_ Revised: Revised: Revised: Q 1 EST.1906 03-12-20 EST:,19as 03-12-20 EST.,1so6 03-12-20 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE w OF MINNESOTA. 0 �i PRINT NAME: ADAM THIELE, PE 0 0 MnDOT 3733 CONCRETE WASHOUT CONTAINMENT SIGNATURE: Cn 6"X 6"TRENCH WITH LEADING EDGE GEOTEXTILE 1. THE OWNER REQUIRES THE USE OF CONTAINED CONCRETE WASHOUT AREAS. w OF TYPE IV GEOTEXTILE FABRIC 2. CONTAINED CONCRETE WASHOUT AREA LOCATIONS SHALL BE IDENTIFIED ON THE STORM WATER w FABRIC POLLUTION PREVENTION PLAN (SWPPP). CONTAINERS SHALL BE PLACED IN SAFE, EASILY ACCESSIBLE, DATE: 08/09/2022 LICENSE N0. 51317 STAPLED AT 1' INTERVALS AND POINT 1 AND IN LOCATIONS APPROVED BY THE ENGINEER. _ BACKFILLED WITH NATURAL SOIL 3. CONTAINED CONCRETE WASHOUT AREA MUST BE CLEARLY LABELED "CONCRETE WASHOUT AREA" 0 4. CONTAINED CONCRETE WASHOUT AREA MUST BE WATERTIGHT. REVISION LOG j WOODEN LATH SHALL BE NAILED 2"X 4"HORIZONTAL MEMBERS 5. CONTAINED CONCRETE WASHOUT AREA'S OVERALL CONDITION AND APPROXIMATE VOLUME MUST BE to SECURELY TO THE POST MEMBER TO CONTINUOUS AROUND TOP AND NOTED ON EACH WEEKLY EROSION CONTROL INSPECTION REPORT. SECURE FILTER FABRIC. DITCH CHECK NO. DATE DESCRIPTION OF REVISIONS BOTTOM.FASTENED TO EACH POST 6. CONTAINED CONCRETE WASHOUT AREA MUST HAVE A MINIMUM CAPACITY SIZE OF 12,X 8'X 21OR 10 USING 2-20D COMMON NAILS ROCK/BIO WEEPER CUBIC-YARDS VOLUME. p 1 8/19/22 REVISED PER CITY COMMENTS a OR CHECK DAM 7. CONTAINED CONCRETE WASHOUT AREA MUST BE MAINTAINED ONCE LEVELS REACH 112 FULL. 0 R� _ 8. CONCRETE WASTE MUST BE DISPOSED OF PROPERLY IN ACCORDANCE TO MPCA REQUIREMENTS, O 2 10/31/22 REVISED PER UPDATED DELINEATION O F � STATE, AND FEDERAL LAWS.9. DAMAGE TO THE CONTAINED CONCRETE WASHOUT CONTAINMENT SYSTEM MUST BE REPORTED TO THE 3 11/18/22 REVISED PER CITY COMMENTS j 2"X 4"X 2.5'LONG WOOD MONOFILAMENT GEOTEXTILE FABRIC AS PER MNDOT TABLE NOTE: �O� POSTS,8 REQ'D. . - OWNER WITHIN 24 HOURS OF DISCOVERY. 3886-1 (MACHINE SLICED). POINT 1 MUST BE A ��� 10. AN OWNER-APPROVED CONCRETE WASHOUT VENDOR MUST BE USED AND A MINIMUM OF A MONTHLY 4 11/21/22 STORM SEWER REVISIONS - ADDITIONAL 8-10"OF FABRIC FLAP ` ` MAINTENANCE CONTRACT ISSUED. A COPY OF THIS CONTRACT MUST BE KEPT ON FILE WITH THE U AT BOTTOM OF BOX MINIMUM OF 6" HIGHER _ �� MIN. 6" OVERLAP OWNER. rol THAN POINT 2 TO ENSURE IF NECESSARY, / THAT WATER FLOWS OVER STAPLE V O.C. CORRECTIVE ACTION o THE DITCH CHECK AND THE OWNER RESERVES THE RIGHT TO DIRECT ANY REQUIRED MAINTENANCE OR REMOVAL OF ANY = NOT AROUND THE ENDS. POINT 2 6 11 GAUGE METAL CONCRETE WASTE ON SITE. THIS INCLUDES, BUT IS NOT LIMITED TO, LEAKING CONTAINERS, CONTAINERS STAPLES SPACED 2' O.C. THAT ARE MORE THAN 1/2 FULL FOR ONE INSPECTION PERIOD,ANY CONCRETE WASHOUT PILES THROUGHOUT THE SITE,AND CONCRETE SLURRY RESULTING FROM CUTTING AND MASONRY WORK. THE PRELIMINARY PLAT w HEIGHT WIDTH FEES INCURRED FROM THE MAINTENANCE OR REMOVAL OF CONCRETE WASTE IS INCIDENTAL TO THE WORK GENERATING THE WASTE,AND NO ADDITIONAL COMPENSATION WILL BE MADE THERETO. r (INCHES) (INCHES) MATERIAL 08/09/2022 ry n oeN SMALL CHECK 24 12 - 18 MnDOT 3601 CLASS II RIP RAP 00 DESIGNED: DRAWN: CHECKED BY: N LARGE CHECK 36 24 - 30 MnDOT 3601 CLASS III RIP RAP Y AT JR AT z � r ROCK WEEPER 18 6 - 12 MnDOT 3882 TYPE 9 MULCH t T (1 1/2 WASHED ROCK) CONCRETE DRAWING TITLE WASHOUT AREA ANCHOR TRENCH o _ ,; 1. DIG 6" X 6"TRENCH 1'TO 3' MATERIALS colic CONCRETE WASHOUT SIGN DETAIL FACn BRIC FLAP EXTENDING 2. LAY BLANKET IN TRENCH I~� (SEE TABLE) MINIMUM SIZE: �FT� p ?, ; ;'; BEYOND BOTTOM 2"x4"-BURY 3. STAPLE AT 1.5' INTERVALS :6". 12'Lx8'Wx2'H OR A MINIMUM �L / - - '%/ UNDER ROCK TO PREVENT I VOLUME OF 7.1 CUBIC YARDS. 9S' jo ' UNDERWASHING 4. SOIL AND COMPACTU�L : .. �; tioG� CO�CR��S �SSP�� DETAILS 00 m WIDTH MAINTENCE �p.SH NOS gNOWN`N 0 (SEE TABLE) Rp,MP5 + 1 1/2"WASHED ROCK 1' PCCe5S DEEP X V WIDE MAINTENANCE: o >1.5 1. CONTAINER MUST BE MONITORED ON A WEEKLY BASIS AND CONDITION NOTED ON EROSION& •6 SEDIMENT CONTROL INSPECTION REPORT. NOTES: HEIGHT 2. CONCRETE MUST BE REMOVED ONCE THE CONTAINER IS 1/2 FULL.CONCRETE MUST BE CONTRACTOR SHALL CONSTRUCT SILT BOX TO FIT AROUND THE DIRECTION OF 1 CSEE TABLE DISPOSED OF PROPERLY. INLET STRUCTURE WITH 6"MINIMUM CLEARANCE TO EDGES OF ) O STRUCTURE.SILT BOX SURFACE FLOW CONTAINER SPECIFICATIONS: a� U 1. CONTAINER MUST BE CLEARLY LABELED"CONCRETE WASHOUT AREA" TO BE PLACED ON AN EVEN SURFACE 6"BELOW STRUCTURE 2. CONTAINER MUST BE PLACED AN EASILY ACCESSIBLE AND UNSIGHTLY G TLYLd DRAWING N 0. OPENING.TOP OF SILT BOX TO LOCATION Q EXTEND 18"MINIMUM ABOVE EXISTING GRADE. TYPE IV GEOTEXTILE FABRIC ANCHORED 3. THE CONTAINER MUST BE PORTABLE AND WATER TIGHT. n " �� STAPLE DOWNSTREAM 4. THE CONTAINER MAY HAVE ACCESS RAMPS. N IN 6 X 6 TRENCH WITH 6 , 11 GAUGE MUST E N METAL STAPLES AT V INTERVALS SIDE OF FABRIC AT T INTERVALS 5 OF W SH DTHEI NER CONCRETE.AVE A MINIMUM HOLDING CAPACITY OF 10 CUBIC YARDS a CONCRETE WASHOUT DETAIL N 0 o CITY nF Special Details Special Details CIY F Special Details / i CITY OF T O INLET PROTECTION Date DITCH CHECK SPACING CONCRETE WASHOUT Date: 01-20-17 09-01-15 04-30-18 oER Revised:SILT BOX FOR BEEHIVE BASING HU-EC-6 FOR ROCK/BIO DAM Revised: HU-EC-8 DETAIL Revised: HU-EC-10 N C 03-12-20 ESZ 19.06 03-12-20 EST.1906 03-12-20 PLOTTED: COMM. NO. N w o ---- 17004 z x NOTES: DRAINAGE&UTILITY PROPERTY LINE/ STANDARD NEENAH 7"R-1642 1. SEE DETAIL HU SS-1 FOR STANDARD EASEMENT RIGHT OF WAY TYPICAL SERVICE WHERE COVER FRAME WITH TYPE B SELF MANHOLE DETAIL. SEALING LID WITH TWO MINIMUM OF 10'COVER OVER TOP OF SEWER IS 14'OR LESS INSTALL EXTERNAL MANHOLE CONCEALED PICK HOLES.LID 1'', I OVER TOP OF PIPE AT CHIMNEY SEAL MANUFACTURED BY PROPERTY LINE SHALL BE LABELED"SANITARY INFI-SHIELD GATOR WRAP OR 4" APPROVED EQUAL SEWER" T I MIN T 5 4"OR 6"PVC SCH.40 POLYETHYLENE(PE)MANHOLE ADJUSTING RINGS. SANITARY SEWER PIPE "CRE-SEAL","RESEAL"OR RISER ADJUSTING RINGS MIN 4"-MAX 12" DEPTH(FT) TYPE APPROVED EQUAL PRECAST CONCRETE ENCASEMENT A N D E R S 0 N USE THICKER ADJUSTING RINGS WHEN FEASIBLE TO GASKET CONNECTION SHALL BE (TYPICAL) MINIMIZE NUMBER OF RINGS. SHIMMING ADJUSTING 0-14 SDR 35 USED FOR CONNECTING PIPE TO **45°BEND RINGS WILL NOT BE ALLOWED. 27"DIA MANHOLE >14 SDR 26 •. 6" ELEV TO BE SET SEE JOINT DETAIL BELOW MIN 1 3 6 0 5 1st Avenue N . # 1 0 0 ALL MANHOLES WITH BY THE ENGINEER PIPE SHALL BE COMPLETELY ENTRENCHED . P I Y mouth MN 55441 I a e-m n.c o m INSIDE DROP SECTION i : AND SHALL HAVE GRANULAR BEDDING AND SHALL BE 5'DIA(LD.) ••.' '`. ;•• P 763.412.4000 F 763.412.4090 CORE DRILL INTO ::{' GRANULAR ENCASEMENT WHERE DIRECTED EX.MANHOLE BY THE ENGINEER Anderson Engineering of Minnesota, LLC MANHOLE SECTION TO BE ASTM C-478 CLASS 11 a •t •' PROPERTY LINE/ " D.I.P. TEE RIGHT OF WAY 48 DIA w TYPICAL SERVICE WHERE COVER 1 USER 2 TYPE CONFINED �I ¢ IPE AT j = :� OVER TOP OF SEWER IS 14'OR MORE MINIMUM OF 10'COVER O-RING GASTING JOINT FOR a '-•: OVER TOP OF P 5. 1 ALL MANHOLE JOINTS j PROPERTY LINE RISER 4"OR 6"PVC SCH.40 CORE DRILL INTO u� EXISTING MANHOLE ' �" •' $"i 'f •: •'• **45°BEND ONEKA PRAIRIE • PRECAST HORSESHOE SAME DIAMETER AS 0 8 CONCRETE WITH MORTAR ` INCOMING PIPE ELEV TO BE SET JOINTS r •'' •'' 4" BY THE ENGINEER "CRE-SEAL","RESEAL",OR INFI-SHIELD GATOR WRAP d MIN APPROVED EQUAL PRECAST STEPS AT OR APPROVED EQUIVALENT NON-SHRINK GROUT ; CONCRETE ENCASEMENT PIPE SHALL BE COMPLETELY ENTRENCHED GASKET CONNECTION SHALL BE 16"O.C. `' FOR ALL MANHOLE JOINTS . •' (TYPICAL) AND SHALL HAVE GRANULAR BEDDING USED FOR CONNECTING PIPE TO + AND GRANULAR ENCASEMENT MANHOLE , D.I.P. 'P. BEND CORE DRILL INTO ;;•. MAN WHERE DIRECTED BY THE ENGINEER `���1;'' 6"MIN. •s: EX.MANHOLES -- PRECAST BOTTOM SECTION �'� • •`'.k:=:a; `` ? .� :,. WITH INVERT :f •'t -i 1. ALL SERVICE CONNECTIONS INCLUDING NECESSARY INTEGRAL BASE FOR NEW " ' BENDS AND SPECIAL FITTINGS SHALL BE PAID FOR AT #5 AT 12"O.C.EACH WAY VARIABLE MANHOLES I + THE CONTRACT UNIT PRICE BID PER LINEAR FOOT OF 4"OR 6".NO ADDITIONAL COMPENSATION SHALL BE '•� '•• ••• �•' ALLOWED FOR CONCRETE ENCASEMENT OR PIPE .:.:,; 5:.fly:.�...:14y,L, •,J/C►;•::: CONCRETE BEDDING. NOTES: '• ••RK�''�•'�:' ENCASEMENT ..;:..;•. .:;.:.:.. j"•' 2. ALL SERVICE CONNECTIONS SHALL TERMINATE AT .. +:•' '►':•:':•;.. .':;`t:�:a:;:.,`"'• :3: (TYPICAL) •�• THE PROPERTY LINE OR AS SPECIFIED. 1. MANHOLE STEPS SHALL BE CAST IRON OR MA MODEL PS (BY MA INDUSTRIAL INC.)CONFORMING TO ALL '+;:•+•:r� . 3. SERVICE STUB SHALL BE PLUGGED AND MARKED OSHA REGULATIONS AND SPACED 16"O.C. LOCATE ON DOWNSTREAM SIDE OF MANHOLE. ►.'4"' �;•':'��:':�•''=';'�" :'•:�:'•'�.�•J'`'J WITH A 4"x4"TIMBER PROTRUDING TOUT OF THE 2. STEPS SHALL BE PLACED SO THAT THE OFFSET VERTICAL PORTION OF THE CONE IS FACING DOWN STREAM. '.4t;F GROUND AND PAINTED GREEN OR STEEL FENCE 3. WHEN MANHOLE JOINTS OCCUR BELOW THE WATER TABLE THEY SHALL BE SEAL WRAPPED AS DESCRIBED IN #5 DOWLS 8"MAX.SPACING FOR POST. S O U TH W I N D HOLDINGS LLC THE SPECIFICATION(INCIDENTAL). CONNECTION OF NEW BASE TO CONCRETE THRUST BLOCKING FOR 4. CONSTRUCT 4"PVC SERVICES FOR RESIDENTIAL AND 4. THE INITIAL AND FINAL RAISING OF CASTINGS SHALL BE CONSIDERED INCIDENTAL. EX.MANHOLE I ENCASEMENT CLEANING EQUIPMENT 6"PVC SERVICES FOR COMMERCIAL LOTS. 5. BLOCK STRUCTURES WILL NOT BE ALLOWED. - (TYPICAL) 5. WHERE SIDEWALK OR TRAILS ARE PLACED V FROM 6. INVERT AND DOGHOUSE COATING SHALL BE STRONG-SEAL®QSR,OR APPROVED EQUAL. RIGHT OF WAY,SANITARY SEWER SERVICES SHALL 7. MARKING POST SHALL BE SUPPLIED AND INSTALLED BY THE CONTRACTOR AT ALL MANHOLES LOCATED BE EXTENDED 10'BEYOND RIGHT OF WAY. OUTSIDE OF THE STREET SECTION. 6. CLEAN-OUT REQUIRED FOR EVERY 100'OF SERVICE. 8. SERVICES SHALL NOT ENTER THE MANHOLES UNLESS APPROVED BY THE CITY ENGINEER. CITY OF Special Details , CITY OF Special Details CITY OF Special Details STANDARD MANHOLE Date. 04-01-15 STANDARD OUTSIDE DROP TYPICAL SERVICE CONNECTION Date: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR vi 1WG0 48+� DIAMATER SANITARY SEWER 04-01-15 04-01-15 REPORT WAS PREPARED BY ME OR UNDER MY DIRECT Revised: HU-SS-1 SECTION FOR SANITARY SEWER Revised. HU-SS-2 FOR SANITARY SEWER Revised: HU-SS-4 SUPERVISION AND THAT I AM A DULY LICENSED Q EST.1906 03-12-2020 EST.1908 03-12-2020 F'ST. 190,; 03-12-2020 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE w '�- ---�- -�- OF MINNESOTA. 0 �i PRINT NAME: ADAM THIELE, PE 0 0 j GATE VALVE ADAPTOR: SIGNATURE: cn 1/4"STEEL WITH PROTECTIVE w OUTLET NOZZLES&THREADS:TWO 2-1/2"HOSE "HYDRAFINDER"(CANDYCANE)FIRE COATING Ld CONNECTION AND ONE 4-1/2"PUMPER CONNECTION. HYDRANT LOCATOR STEEL POST DATE: 08/09/2022 LICENSE N0. 51317 (NATIONAL STANDARD THREADS) PAINTED BLUE INSTALLED BETWE NAGATE 01 VARIES-DRAINAGE EASEMENT VARIES-DRAINAGE EASEMENT' VALVE AND ADAPTOR TOP VIEW REVISION LOG WATEROUS WB-250 AS SPECIFIED w w 5' BURY 8.0' Z VALVE BOX SETTING TO BE NO. DATE DESCRIPTION OF REVISIONS CAPS TO BE CHAINED J CL 1/4"-3/8"BELOW PAVEMENT AND SIDE VIEW _�I Q (PENTAGON NUT ON CAPS) STRF T w AT GRADE IN TURF AREAS 1 8/19/22 REVISED PER CITY COMMENTS U 0 AS REQUIRED AS REQUIRED; 0 LID SHALL BE LABELED IN RAISED 2 10/31/22 REVISED PER UPDATED DELINEATION p VALVE BOX AS a _ a LETTERS"WATER" I SPECIFIED 11 3 11/18/22 REVISED PER CITY COMMENTS 18"-24" 4 11/21/22 STORM SEWER REVISIONS cU VALVE BOX SHALL BE SET TO i r \\\ HAVE 6"ADJUSTMENT UP AND - 0 �\\uI ` I I I I I�\\III\\l DOWN FROM FINISH GRADE \\ III\\ I�\�\III\\\ ,"MIN. VALVE BOX z 2"MAX. T SLACK INTRUDER = TYLER 6860 SERIES WIRE AT GROUND LEVEL 2'-6" GEOTEXTILE FABRIC 7'-6"MIN COVER PRELIMINARY PLAT w_ CURB BOX WITH V-1/4"STANDPIPE AGGREGATE AND MnDOT 3733 TYPE MnDOT 3733 TYPE 3 iY AND STATIONARY ROD 3 GEOTEXTILE FABRIC LINING DRAIN Q (8'-6"AT FULL EXTENSION) 1"CORP STOP PIT AND ATTACHED TO TOP OFry T-6"COVER 08�09�2022 Q 7�_g" 1"WASHED COARSE TRACER WIRE FORD FB600 VALVE BOX FOOT PIECE J Y . w STREET ADAPTOR ROCK TO 6"ABOVE WASTE . DESIGNED: DRAWN: CHECKED BY: MIN BONNET GRAVEL OR CRUSHED AT JR AT z OPENING MIN.1/3 CY 0 1"TYPE K COPPER 1"TYPE K COPPER I VARIES1 OR POLYETHYLENE SDR 7 OR POLYETHYLENE SDR 7 :.g BASE ADAPTOR D RAW I N G TITLE WATERMAIN HORIZONTAL GOOSENECK s ADAPTOR,INC z < BRACING AS CURB STOP FORD B22 SERIES LOOP SHALL BE NO HIGHER 4. t�y�4:•• REQUIRED THAN WATERMAIN j %`•� �'.; �N 8"x1Wx5"MANHOLE BLOCK D.I.P. WATERMAIN x: 0 \\ PRECAST CONCRETE 8"x13"x5"MANHOLE BLOCK ?,3 Ar+ •' cn 6"D.I.P. BLOCK 7? WATERMAIN `�:• a�'i--�� '� �;�;r. �i` :,.T p DETAILS' ,1 y TIE RODS + t: O m o 8"x 8"x� GATE VALVE 16"-;7, PRECAST CONCRETE ;c.a •,•�• �i•._ ;.. k BASE AS SPECIFIED 2'DIAMETER BY T DEEP PIT NOTES: UNDER HYDRANT FILLED 1. CURB BOXES INSTALLED IN AREAS WHERE BOULEVARD IS TO BE CUT AT A LATER DATE SHALL BE INSTALLED AT DEPTH 8"x13"x5"MANHOLE BLOCK WITH GRAVEL FOR ALL REQUIRED,CURB BOX EXTENSION FOR BOXES EXCEEDING 7.5'IN LENGTH ARE TO BE BID AT CONTRACT PRICE AND 1"WASHED COARSE GRAVEL OR INSTALLATIONS. SHALL INCLUDE STACK COUPLINGS,CONNECTIONS,ETC.. CRUSHED ROCK TO 6"ABOVE NOTES: 2. CURB BOXES LOCATED IN DRIVEWAYS OR PARKING LOTS SHALL UTILIZE THE FORD MINNEAPOLIS PATTERN CURB BOXES NOTES: 1. HYDRANT COATINGS DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED AFTER THE BASE COURSE OF BITUMINOUS A-1 OR CITY APPROVED EQUIVALENT. 1. GATE VALVES SHOULD BE USED ON 6"THROUGH 16"WATERMAIN. WASTE OPENING MIN.3 CY (D o IS INSTALLED.PRIME AND PAINT HYDRANTS PER AWWA AND MANUFACTURER'S STANDARDS. 3. CORP.STOPS SHALL BE FORD BALLCORP FB600-4 AND CURB STOPS SHALL BE FORD BALL VALVE B22-444M OR CITY 2. VALVE BOX INSERTS ARE NOT ALLOWED UNLESS APPROVED BY THE ENGINEER. 0 2. ALL HYDRANT LEADS SHALL BE TIED WITH 3/4"TIE RODS.TIE ROD SHALL EXTEND FROM TEE TO VALVE AND VALVE TO APPROVED EQUIVALENT. 3. VALVE BOXES SHALL BE INSTALLED PLUMB AND SHALL ALLOW A 4"P.V.C.PIPE TO PASS ENTIRELY OVER DRAWING N 0. Ld Q HYDRANT.MEGA LUGS MAY BE USED IN LIEU OF TIED RODS. 4. WHERE SIDEWALK OR TRAILS ARE PLACED V FROM RIGHT OF WAY WATER SERVICES SHALL BE EXTENDED 10'BEYOND THE GATE VALVE NUT AFTER INSTALLATION IS COMPLETE. Q 3. HYDRANTS SHALL HAVE A 16"BREAK OFF TRAFFIC FLANGE THE RIGHT OF WAY. 4. ALL VALVES SHALL BE TIED WITH 3/4"THREADED TIE RODS TO THE MAIN.MEGA LUGS MAY BE USED IN 4. ALL RODS AND RETAINERS TO BE COATED WITH BITUMASTIC. 5. WHEN THERMOPLASTIC SERVICE IS INSTALLED,CURB BOX LID AND CORPORATION STOP SHALL HAVE OPTIONAL TRACER LIEU OF TIE RODS. x 5. RED OR YELLOW"OUT OF ORDER"TAG TO BE INSTALLED ON THE PUMPER CONNECTIONS AFTER BACKFILL WIRE CONNECTION. 5. THE INITIAL&FINAL RAISING OF VALVE BOXES SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. N 6. THE INITIAL&FINAL RAISING OF VALVE BOXES SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. 6. SADDLES REQUIRED ON 6"DIP OR SMALLER MAINS.MUELLER H-1052B OR APPROVED EQUAL. 6. BOXES SHALL BE WATEROUS SERIES 2500 OR APPROVED EQUAL.METAL SEATED GAVE VALVES ARE NOT a C14 7. ALL WATERMAIN BOLTS SHALL BE STAINLESS OR COR-BLUE OR APPROVED EQUAL. ALLOWED. NO SCALE N 0 0 0 Special Details Special Details Special Details i� CITY OF �, CITY OF i, CITY OF C12 1 / TYPICAL HYDRANT °a'� TYPICAL WATER SERVICES VALVE BOX Date: 04-01-15 04-01-15 04-01-15 o Revised: Revised: Revised:INSTALLATION HU-W-1 FOR WATERMAIN HU-W-2 INSTALLATION HU-W-3 N EST.1906 03-12-20 EST. 1906 03-12-20 EST.1906 03-12-20 PLOTTED: COMM. NO. N � o ---- 17004 z x 31" 31" NOTES: 24"I 24" 1. EXTERNAL SEAL SHALL BE 3/1/2" ATTACHED TO THE FRAME STANDARD NEENAH 7"R-1642 FRAME AND CONCRETE TOP SLAB ASAPPROVED BY THE WITH TYPE B SELF SEALING ENGINEER. 27"DIA. LID WITH 2 CONCEALED � PICK HOLES.LID SHALL BE O 0 LL A J A N D E R S 0 N INSTALL EXTERNAL LABELED"STORM SEWER" A LL MANHOLE CHIMNEY o A POLYETHYLENE(PE) z 36" 43" 36 43" SEAL MANUFACTURED LD BY INFI-SHEILD ADJUSTING RINGS(MIN 4"- 16" GATOR WRAP OR MAX 12"). USE THICKER w _ APPROVED EQUAL ADJUSTING RINGS WHEN �_ 18" FEASIBLE TO MINIMIZE 13605 1st Avenue N . # 1 0 0 NUMBER OF RINGS. Plymouth, MN 55441 1 ae-mn.com 4'-0" SHIMMING ADJUSTING RINGS WILL NOT BE ALLOWED. P 763.412.4000 1 IF 763.412.4090 STANDARD OFFSET PLAN Anderson Engineering of Minnesota, LLC PLAN FLOW LINE SHALL BE MIN. CONE SECTION ECCENTRIC (STEPS NOT SHOWN CENTER STRUCTURE 0.7'BELOW TOP OF CURB REDUCERS INTENTIONALLY) TO BACK OF CURB POLYEHTYLENE(PE)ADJUSTING USED FORR 60" &72"BARRELS RINGS(MIN 4"-MAX 12"). USE 1'4" CENTER STRUCTURE CURB INLET FRAME AND CURB THICKER ADJUSTING RINGS WHEN • w TO BACK OF CURB BOX NEENAH NO.R-3067V FEASIBLE TO MINIMIZE NUMBER OF RINGS. a GROUTING BETWEEN "} j " > CURB INLET FRAME AND CURB FLOW LINE SHALL BE MIN. INSTALL INFI-SHIELD SHIMMING OF ADJUSTING RINGS PIPE AND MANHOLE 8-I 12" WILL NOT BE ALLOWED. :s BOX NEENAH NO.R-3067V. 0.7'BELOW TOP OF CURB GATOR WRAP EXTERNAL y 4 MANHOLE CHIMNEY SEAL MANHOLE COVER TO BE BARREL SHALL BE WITH 4'-0"l NOW SHRINKING :3 3 + ' + + +, f CEMENT. INSTALL INFI-SHIELD ER APPROVED EQUAL. ,•, I 24„ I CRETEX TYPE II WITH 24"x ONEKA PRAIRIE :y ^z M� GATOR WRAP EXTERNAL 6" R G N N(PE) )1 RDNU�S EN E ram- �I ; 38"SQUARE OPENING XTERNAL SEAL SHALL BE 48"-72" ( )• t3; a 48"-72" S MANHOLE CHIMNEY SEAL INSTALLED ACCORDING 48" 72" ' w ' '• VOIDS FILLED WITH = TO THE MANUFACTURE'S .,;s +� FEASIBLE TO MINIMIZE NUMBER > USE R-2 TYPE :� ,� CONCRETE BRICK � "s OR APPROVED EQUAL. � � + + � THICKER GS RECOMMENDATIONS. CONFINED O-RING OR BLOCK ONLY. �, EXTERNAL SEAL SHALL BE a* 24 � ; INSTALLED ACCORDING TO OF RINGS. GASKET JOINTS GROUT GROUT MANUFACTURE'S w SHIMMING ADJUSTING RINGS WILL .. ;;i . * * NOT BE ALLOWED. FOR ALL ;y ,y W :..,• RECOMMENDATIONS. a MANHOLE JOINTS :, I :y, ¢ :'t�.y'M �. 5 , . >R. r, s, > DIRECTION •7,: §; ' 'l= +'"' - ' ' i _,;, ;r; .r' •' , , GROUT OF FLOW S.. >.,.: �� ,.•�'•' '' ., i GROUT , , 36"SUMP r..:Y:, ' •: ;.. DIRECTION PRECAST "•: ;:y, :'y 1/2 DIA.OF PIPET ,r - "r'::�',;;{':.. � ..�::• `:''` OF FLOW ' ' ; ', r' "�'` '�''' "" VOIDS FILLED WITH CONCRETE BOTTOM ,. .;...:,....,.,.� 6" RECAST BASE : :�r....y.,.,;,•. •. + SECTION WITH "'"'"'''""'^''' PRECAST BOTTOM SECTION , ': 24"SUMP' BRICK OR BLOCK ONLY PRECAST BOTTOPOURED INVERT POURED INVERT NO SCALE WITH POURED INVERT 6"PRECAST BASE #5 AT 12"O.C.EACH 6"PRECAST BASE SECTION A-A WAY #5 AT 12"O.C.EACH WAY SECTION A-A #5 AT 12"O.C.EACH WAY VOIDS FILLED WITH CONCRETE BRICK OR BLOCK ONLY NOTES: NOTES: NOTES: 1. MANHOLE STEPS SHALL BE CAST IRON OR MA MODEL PS-8-PF(BY MA INDUSTRIAL INC.)CONFORMING TO ALL OSHA 1.REINFORCING TO CONSIST OF#4 BARS @ 8"O.C.BOTH WAYS 1.REINFORCING TO CONSIST OF#4 BARS @ 8"O.C.BOTH WAYS REGULATON2. STEPS SHIALLS E PLACED SO THATHE OFFSET VERAND SPACED 16"D.C.LOCATE ON TICAL PORTION OF THE CONE IS FACING DOWN STREAM. 3.CORE DRILL INTO EXISNSTREAM SIDE OF MANHOLE. 2.GROUT BOTTOM TO TING MANHOLEIN TO 2.GROUT BOTTOM TO DRAIN TO CENTER S 0 U TH W I N D HOLDINGS, LLC 3. THE INITIAL AND FINAL RAISING OF CASTINGS SHALL BE CONSIDERED INCIDENTAL. 4.APPROVED INLET PROTECTION SHALL BE MAINTAINED UNTIL WEAR COURSE IS PAVED 3.CORE DRILL INTO EXISTING MANHOLE 4. BLOCK STRUCTURES WILL NOT BE ALLOWED. 5.DRAIN TILE TO BE INSTALLED AT ALL LOW POINT CATCH BASINS(50'IN EACH DIRECTION WITH 4.APPROVED INLET PROTECTION SHALL BE MAINTAINED UNTIL WEAR COURSE IS PAVED 6. INVERT AND DOGHOUSE COATING SHALL BE STRONG-SEAL @ QSR,OR APPROVED EQUAL. CLEAN OUT). SEE DETAIL HU-SD-8 FOR DRAINTILE CONNECTION INTO STRUCTURE AND HU-SS-3 5.DRAIN TILE To BE INSTALLED -8 ALL LOW POINT CATCH BASINS TO IN EACH DIRECTION WITH 7. STEPS ARE NOT REQUIRED ON STRUCTURES LESS THAN 4 FEET. FOR CLEAN OUT CONSTRUCTION. CLEAN OUT). SEE DETAIL CTION8 FOR DRAINTILE CONNECTION INTO STRUCTURE AND HU SS 3 7. MARKING POST SHALL BE SUPPLIED AND INSTALLED BY THE CONTRACTOR AT ALL MANHOLES LOCATED OUTSIDE OF 6.INVERT AND DOGHOUSE COATING SHALL BE STRONG-SEAL @ QSR,OR APPROVED EQUAL. FOR CLEAN D CONSTRUCTION. THE STREET SECTION. 7.BLOCK STRUCTURES WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL OF CITY ENGINEER NO SCALE 6.T INVERT AND DOGHOUSE COATING SHALL BE STRONG-SEAL @ QSR,OR APPROVED EQUAL. NO SCALE 7.BLOCK STRUCTURES WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL OF CITY ENGINEER Special Details Special Details !� Special Details CITY OF= STANDARD MANHOLE FOR Date: /► CITY of STANDARD CATCH BASIN Date: �+ CITY of CATCH BASIN MANHOLE Date: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR 04-01-15 04-01-15 04-01-15 REPORT WAS PREPARED BY ME OR UNDER MY DIRECT C STORM DRAIN HU-SD-1 WITH 2' SUMP HU-SD-3 WITH 3' SUMP HU-SD-5 SUPERVISION AND THAT I AM A DULY LICENSED J Revised: Revised: Revised: EST.1906 03-12-20 EST.1906 03-12-20 EST.1906 03-12-20 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 0 �i PRINT NAME: ADAM THIELE, PE o 0 EL w a W a SIGNATURE: w a a m NOTES. DATE: 08/09/2022 LICENSE N0. 51317 = cci j 1. THIS DRAWING IS TYPICAL FOR ALL FLARED END SECTIONS. co 00 2. FOR CULVERT CROSSINGS,ALL JOINTS TO BE TIED. < D w W c a 3. LAST TWO JOINTS SHALL BE TIED. REVISION LOG of 1' co H w a o w ¢ 4. TYING SHALL BE INCLUDED IN THE UNIT BID PRICE FOR W 1 O 0 LL Q 6 Y O- APRON SECTION. m AS DIRECTED BY THE ENGINEER Q H Q M ❑ � U U 5. MARKING POST SHALL BE SUPPLIED AND INSTALLED BY NO. DATE DESCRIPTION OF REVISIONS 00 ¢ ¢ Z O W J W F W z THE CONTRACTOR. z0 v v ¢ O C='laa ~ � Oui0O 1 8/19/22 REVISED PER CITY COMMENTS Ww < W Q U � U H N � - O IL m w w O � � O ❑ a g 2 10/31/22 REVISED PER UPDATED DELINEATION W J w LL U 2 E�: w m = >O j N � a Z 3 11/18/22 REVISED PER CITY COMMENTS _ H a _j HUUZwmEtZ0 > w W o w O Z - ¢ H 12"300 PSI 4 11/21/22 STORM SEWER REVISIONS X = 1O � U ~O r Q 0 w Z = " a 0 CONCRETE O 2 2 W � � W � � wzZa (TYP) - % 0 wEEoLU ° � w ¢ z - O aQ ❑ HF- awz0 = DIA.OR 66 o = 0 w a Cwl w UO 4:1 MAX SLOPE - SPAN WLLI- W00W W ❑ _j O Ci ri v ui 2'0" 10:1 SLOPE w a� Z (TYP) (3)1-1/4"HOLES PRELIMINARY PLAT USE(3)1"BOLTS AND TIE TO // 0, / 4:1 MAX SLOPE r�lQ w PLAN SHEET PILING \��\\�\\\/\\ POND OUTLET ELEV. 08/09/2022 CC Z /\, l W Z w W Z W , DESIGNED: DRAWN: CHECKED BY: w 1 �� N�LL Cn -COD LL \ /\/ //\// / AT J R AT c. co Cn O g N a o g D �� \� POND BOTTOM o Z o CONCRETE ��//j / / / DRAWING TITLE v a z N #4 EACH FACE m N 10, •\� r\� r\� r U a�w w ~a�w C0 ozJ LrI CC ¢ ozJ :!•� (3)1-1/4"HOLES O W w in LL >_ in � USE(3)1"BOLTS AND 2'0" y TYP �- ~ m ❑ (n TIE TO SHEET PILING ( ) z ❑ m ii O m ° ": TYPICAL BENCH DETAIL _ ti t �: :� :;,: x;: :: :� .: :L: #4 EACH DETAILS U , #4 AT 16"O.C. :;SHEET PILING GALVANIZED; •:•r. / o w ¢ X '�r ;: ':` q'•%; ( ;; FACE O _j a O ,•`,•:v � STAGGERED ::• m m q = m = INTERLOCK)10 GAUGE �' f°`::: ;. MINIMUM , w Uj oc CC 0 LU wa_wwvq'C"C0C1C1CN +• a' _ ❑Z Jdc Q Z J 'F3%'i SJw�' 4'r •'^r ';'t:. '•{`+d':: .`+•+�•L::' t• •1 01 } cp ii '� ii n `•�f¢r; '.'1: :. •r '•'s r,.r: %: %};i`'¢ry ` y Y; IN U❑ w a¢ U ❑ w OUTSIDE WIDTH OF END I� 8'0" a SECTION PLUS 4'0"CK (TYP) E Q) 0 z v ❑ ❑ ELEVATION QwM DRAWING N0. Q UO� a mO0a x N E N a� N p 0 0 CITY oF= Special Details CITY of Special Details CITY of Special Details I / RIPRAIP Date: PILING FOR STORM SEWER Date: TYPICAL POND BENCH Date: C13 03-01-10 04-01-15 04-01-15 N E o j V DETAIL HU Revised:-SD-8 APRONS (24" DIA. & LARGER} HU-SD-7 DETAIL Revised: HU-SD-11 N a Revised:sT. 03-12-20 03-12-20 ` 1 �; 03-12-20 a=i -�� PLOTTED: COMM. NO. N � > ---- 17004 z x D AND U EASEMENT (TYP) CL ROADWAY R.O.W 14' 13' 27' 3' 25' 25' 15' 2' HOLDDOWN R/W R/W AT ETBACK GFE FIFE PER GRADING PLOT VARIES VARIES A N D E R S 0 N BASIN HOLD DOWN —__ - -- - - - -- - - -- - - -- - --- - --- - --- - --- - - --� D AND UEASEMENT — — —— �� 12.5' 12.5' 13605 1st Avenue N . # 100 __ I B618 CONCRETE C&G B618 CONCRETE C&G I Plymouth, M N 55441 1 ae-mn.com -- — / �> I 2% 2% P 763.412.4000 1 F 763.412.4090 - - - - - — 10' / Anderson Engineering of Minnesota, LLC CONTINUE 2' HOLD DOWN � .�,� ,, THROUGHOUT HOUSE PAD AREA ENGINEERED FILL NGINEERED FILL ENGINEERED FILL—"""*'I BASEMENT FLOOR SUITABLE BEARING SOIL (TYP. I SEE DETAIL 1,� I TYPICAL PAVEMENT SECTION SUITABLE BEARING SOIL (TYP.) ONEKA PRAIRIE 1 FULL BASEMENT FB 4 STREET SECTION - FAIROAKS AVE, STREET A, STREET B, STREET C, STREET D G`1 NTS G'1 NTS SOUTHWIND HOLDINGS, LLC CL ROADWAY R.O.W 14' 13' 27' 3' 25' 25' R/W R/W Q' I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR ° 18 VARIES VARIES REPORT WAS PREPARED BY ME OR UNDER MY DIRECT N SUPERVISION AND THAT I AM A DULY LICENSED J Q PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE w 10' BEGIN HOLD DOWN GFE OF MINNESOTA. 0 D AND U EASEMENT _ __ _ _ FINISHED GRADE 14 14 UI _ — — — _ HOLD DOWN ELEVATION I B618 CONCRETE C&G B618 CONCRETE C&G I PRINT NAME: ADAM THIELE, PE _ _ — — _ TO MATCH LOW OPENING o _ _ — ——— ELEVATION UNLESS I 2% 2% j — — — __— — —— — _ — OTHERWISE N TED PER GRADING PLAN SIGNATURE: cn w -" �\ = ENGINEERED FILL cn 3' HOLD OWN _ DATE: 08/09/2022 LICENSE N0. 51317 o \ ENGINEERED FILL AT SETBACK — — — �—___ I SEE DETAIL 1, I REVISION LOG BASEMENT FLOOR j 7 I TYPICAL PAVEMENT SECTION ENGINEERED FILL 7 NO. DATE DESCRIPTION OF REVISIONS SUITABLE BEARING SOIL o SUITABLE BEARING SOIL (TYP.) 1 8/19/22 REVISED PER CITY COMMENTS a U 2 10/31/22 REVISED PER UPDATED DELINEATION O I 3 11/18/22 REVISED PER CITY COMMENTS !_ 2 LOOK OUT LO 5 STREET SECTION - ONEKA PARKWAY > C1 NTS C1 NTS 4 11/21/22 STORM SEWER REVISIONS U r O I O C� w PRELIMINARY PLAT a 08/09/2022 ry In Y CL ROADWAY ROW DESIGNED: DRAWN: CHECKED BY: z 14' 13' 27' 3' 25' 25' 18' AT JR AT 0 1 DRAWING TITLE BEGIN HOLD DOWN 3' HOLD DOWN AT SETBACK AT D AND U EASEMEN GFE ~ — — — —— — H LD DOWN ELEVATION 0 _— —— MINIMUM PAVEMENT DESIGN STANDARD: cn 10, _ TO MATCH LOW FLOOR ELEVATION ACTUAL PAVEMENT DESIGN SHALL BE BASED ON SUBGRADE SOIL R o _ _— — — _ — \— UNLESS OTHERWISE NOTED VALUE AND PROJECTED ESAL (TRAFFIC) — — —— — — -- \ FINISHED GRADE om - - - - - � � DETAILS �\ ENGINEERED FILL j DETAIL A ~ \ ENGINEERED FILL \ PER GRADING PLAN 5:1\ \ 1 Z"TYPE SP 9.5 BITUMINOUS WEARING COURSE MIXTURE (2,C) SPWEA240C (PG 58-28), MNDOT 2360 E SUITABLE BEARING SOIL (TYP.) BASEMENT FLOOR 2357 BITUMINOUS TACK COAT 0 2 2"TYPE SP 12.5 BITUMINOUS NON-WEARING COURSE MIXTURE (2,C) DRAWING NO. Q SPWEB230C (PG58-28), MNDOT 2360 Q ENGINEERED FILL 8"AGGREGATE BASE (CLASS 5 OR SALVAGED/RECYCLED MATERIAL N MEETING CLASS 5 GRADATION), MNDOT 3138 N 7 E 04 24" SELECT GRANULAR EMBANKMENT, MNDOT 3149 SUITABLE BEARING SOIL (TYP.) N p 00 6� 12"APPROVED SUBGRADE C14 I / 04 N oN � 3 WALK OUT WO 6 TYPICAL PAVEMENT SECTION N C 1 NTS 1 NTS PLOTTED: COMM. NO. N � o ---- 17004 z x 6"; DISTANCE TO CL VARIABLE 1/2"R 3"R EACH AREAa/4" PLYWOOD x•• VER FACE 0 1 IS 1/2 OF :y�:'" F:.^• *' F BOLTSTABULATED 3 TOTAL AREA SLOPE 3/4"/FT. Mn/DOT B 618 EXPANSION JOINT Y✓y / M �• e t: ^ PLUG OR CAP A N D E R S 0 N ~ ° ••' a A PLUGGED CROSS �'E 13605 1st Avenue N . # 100 6" DISTANCE TOCLVARIABLE A B + Plymouth, MN 55441 ae-mn.com 1/2"R QUANDRANT TO BE POURED ::. Y 3„R ru.. INTEGRAL WITH CURB +•+ �� A P 763.412.4000 I F 763.412.4090 r,.. FT ° 1 A2 Anderson Engineering of Minnesota, LLC 3 1/2"R EXPANSION JOINT s '' '•' % 1 ° • . SLOPE 3t4"IFT• Mn/DOT B 624 •• •. BEND PLUGGED TEE d' •• • • 18" 18" PLUGGED CROSS d. 2e/6 TEE PLUGGED ON NOMINAL 8"; 24 . •• �. FITTING SIZE, TEE,WYE,PLUG OR 90°BEND, RUN 45°BEND • CAP PLUGGED CROSS : °•' INCHES Al A2 28"R 16„ SECTION A-A ONEKAl2"R PRAIRIE U 6618 C&G 4 1.0 1.4 1.9 1.4 1.0 - - 68"R TOP OF BITUMINOUS MAT THR 1;2" THIS DETAIL IS THE SAME 6 2.1 3.0 4.3 1 3.0 1.6 1.0 • FOR BOTH SIDES OF THE N' VALLEY GUTTER 8 3.8 5.3 7.6 5.4 2.9 1.5 o 11 c� •'.P.~ • '• .� • , ,r •.•' ." 18" 18"' 10 5.9 8.4 11.8 8.4 4.6 2.6 • 7 SURMOUNTABLE • •. 4 d " BASE o 12 8.5 12.0 17.0 12.0 6.6 3.4 2/e 3/4"per ft. 17 1/2". 10 1/2" 14 11.5 16.3 23.0 16.3 8.9 4.6 2.3 3.5114" : ']; . : . 28" 1:1 : ' ' �• ' 7-1 16 15.0 21.3 30.0 21.3 11.6 6.0 3.0 3" 6-DISTANCE TO CL VARIABLE 1'Min. •.................. .............................................. 18 19.0 27.0 38.0 27.0 14.6 7.6 3.8 1/2"R 3"R •::.:;. :::••:::::::::::::.�•::•:.:::..::::::: 20 23.5 33.3 47.0 33.3 18.1 9.4 4.7 6"MIN.CLASS 5 OR SALVAGED/RECYCLED MATERIAL MEETING CLASS 5 GRADATION(MnDOT 3138) 1 24 34.0 48.0 68.0 48.0 26.2 13.6 6.8 �3 FT • `�' 9 '• a SLOPE 3/4"/FT. NOTES: 1/2"R Mn/DOT B 612 1. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. " •••'.' '•• .i 1• 2. KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES. SOUTHWIND HOLDINGS, LLC • .. SECTION B-B 3. REQUIRED BEARING AREAS AT FITTING SHALL BE AS NOTED ABOVE,UNLESS INDICATED OTHERWISE. • °" r •' THRU CONCRETE GUTTER 4. BEARING AREAS AND SPECIAL BLOCKING DETAILS SHOWN ON THE PLANS TAKE PRECEDENCE OVER BEARING AREAS AND BLOCKING DETAILS SHOWN ON THIS STANDARD PLATE. 8"I 12 5. ABOVE BEARING AREAS BASED ON TEST PRESSURES OF 150 PSI AND AN ALLOWABLE SOIL BEARING STRESS OF 2000 LBS.PER NOTES: SQUARE FOOT.TO COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURES AND SOIL BEARING STRESSES,USE THE 1. MINIMUM OF 3"CLASS 5 AGGREGATE BASE UNDER ALL FOLLOWING EQUATION:BEARING AREA=(TEST PRESSURE/150)X(2000/SOIL BEARING STRESS)X(TABLE VALUE). CURB AND GUTTER 2. SEE DETAIL HU-STR-6 FOR BURB AT CATCH BASINS 3 CITY OF= Special Details CITY OF Special Details ifww CITY OF= Special Details I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR -p Date: Date: CONCRETE Dam VALLEY GUTTER REPORT WAS PREPARED BY ME OR UNDER MY DIRECT � 04-01-15 04-01-15 04-01-15 SUPERVISION AND THAT I AM A DULY LICENSED Q CURB & GUTTER HU-STR-8 WGO DETAIL Revised: HU-STR-10 BLOCKING FOR WATERMAIN Revised: HU-W-4 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE t11JG0 Revised: Ld EST.1908 03-12-20 ��� -" EST.1906 05-27-21 EST.1906 03 12-20 OF MINNESOTA. 0 -�� �i PRINT NAME: ADAM THIELE, PE o O i SIGNATURE: BITUMINOUS SURFACE w DATE: 08/09/2022 LICENSE N0. 51317 I REVISION LOG 8'WIDE x 4"THICK 5'-T DEPTH NO. DATE DESCRIPTION OF REVISIONS p 1 8/19/22 REVISED PER CITY COMMENTS Q 6„ O O ` 2 10/31/22 REVISED PER UPDATED DELINEATION OI BRASS SHUT-OFF VALVE 3 11/18/22 REVISED PER CITY COMMENTS / GRASSY AREA UNDERGROUND UTILITY PIPE ± 4 11/21/22 STORM SEWER REVISIONS c� r` OI EXISTING(OR FINISHED)GRADE O 4' 4'�{ 5' 6'DEPTH � I 1"CORPORATION STOP Ld 6"I STYROFOAM HIGHLAND 40 BRAND PLUGGED END - PRELIMINARY PLAT PLASTIC FOAM OR APPROVED Q 8'WIDE x 4"THICK EQUAL 08 09 2022 Q UNDERGROUND UTILITY DESIGNED: DRAWN: CHECKED BY: w PIPE AT JR AT z WATER MAIN 0 1"COPPER I ijDRAWING TITLE 0 z NOTE: 1. RE-USE EX.AIR BLEED LINES AND PLUGS ON PROPOSED STUBS. 0 INSTALLATION TO BE MADE AT NO ADDITIONAL COMPENSATION. C/) FURNISH NEW GASKETS WHERE REQUIRED. � 2. NEW LINES WILL BE PAID FOR AT UNIT PRICE BID FOR 1"COPPER AND 1' o/ CORPORATION STOP,AS SPECIFIED.ALL OTHER WORK TO BE �_ 4'1, INCIDENTAL TO THE PROJECT. DETAILS C / 3.0 TO BE REMOVED AFTER TESTING AND/OR PRIOR TO FREEZE-UP. O m INSTALL BLOCKING AT PLUGGED END AFTER COPPER REMOVAL. O � j 4" a U N E NOTE: E 1. UNDERGROUND UTILITY PIPE CROSSING 8'x8'x4"THICK o CENTERED OVER PIPE. D RAW I N G N O. 2. SEPARATE LAYERS TO MAKEUP 4"THICKNESS SHALL Q HAVE STAGGERED JOINTS TO ENSURE CONTINUITY. Q r7 x N E N a4- 0 0 Special Details Special Details CITY OF ,: CITY OF I / INSULATION DETAIL Date. 04-01-15 TEMPORARY AIR BLEED Data. C14 04-01-15 N HU-W-5 INSTALLATION DETAIL HU-W-6 Revised: Revised: o E EST.1906 03-17-2020 EST.1906 03-12-20 PLOTTED: COMM. NO. N � o L ---- 17004 z x POND 1 & 2: HAALA PS60-72S SKIMMER GRATE POND 3: HAALA PS48-58S SKIMMER GRATE POND 1 RIM=914.00 POND 2 RIM=920.00 POND 3 RIM=916.00 — TOP OF WEIR WALL A N D E R S 0 N POND 3 — 48 60" I 60" POND 1 = 913.50 KEYED PRECAST WEIR POND 3 = 48" �� POND 2 = 919.90 13605 1st Avenue N . # 100 SEE WEIR SECTION FOR POND 3 = 915.35 Plymouth, MN 55441 1 ae-mn.com MORE INFO P 763.412.4000 1 F 763.412.4090 Anderson Engineering of Minnesota, LLC 12" RCP OUTLET WEIR ORIFICE ONEKA PRAIRIE POND 1 - 10" DIA - INV=911 .50 POND 2 - 8" DIA - INV=917.00 12" RCP INLET POND 3 - 6" DIA - INV=914.00 POND 1 INV=911.40 POND 2 INV=917.00 POND 3 INV=913.50 1 14 POND 1 INV=908.00 POND 2 INV=915.00 POND 3 INV=913.00 PROVIDE PRECAST WEIR WALL WITH ORIFICE SOUTHWIND HOLDINGS, LLC MANHOLE SECTION WEIR SECTION 3 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT vi SUPERVISION AND THAT I AM A DULY LICENSED Q PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE w OF MINNESOTA. pl 1 POND OUTLET STRUCTURE - POND 1, 2 & 3 cal C1 NTS PRINT NAME: ADAM THIELE, PE o 0 i SIGNATURE: cn w DATE: 08/09/2022 LICENSE N0. 51317 I REVISION LOG / NO. DATE DESCRIPTION OF REVISIONS p 1 8/19/22 REVISED PER CITY COMMENTS Q EXTEND CLAY LINER A c) NORMAL WATER LEVEL MINIMUM OF 1 FT ABOVE 2 10/31/22 REVISED PER UPDATED DELINEATION of SEE GRADING PLAN NORMAL WATER LEVEL 3 11/18/22 REVISED PER CITY COMMENTS / 4 11/21/22 STORM SEWER REVISIONS j7S��A 10:1 SAFETY BENCH o \ \ 10 \ \\/ P RE L I M I NARY PLAT \\\\\\� 08/09/2022 rl Q \ \\ \\ /\\/\\ DESIGNED: DRAWN: CHECKED BY: z \/j\//\ //\/\�// AT J R AT DRAWING TITLE SRO 4:1 SLOPE MAX z _ 4 INTAKE INVERT SEE GRADING PLAN /\\ \ �9 0 6" CLAY LINER \//\ \\//\\ - FILTRATION MEDIA o \j//\ POND BOTTOM / \/\ /\\ \ T MPCA MIX TYPE C 0 0 /\\//\\ SEE GRADING PLAN DETAILS \�/�\ / / DETAILS OM INTAKE PIPE FOR IRRIGATION PUMPS ' \\ \\ \\ \\ (NOT INCLUDED IN POND 3) }0 12" TOPSOIL �% \ 4" PERF. HDPE 4" WASHED PEA GRAVEL DRAWING N0. F- Q x N E `V 1 FILTRATION BASIN -TYP SECTION NO C1 NTSC14 O O N � I / N N � 2 STORMWATER POND - TYPICAL SECTION C1 NTS PLOTTED: COMM. N0. N � o L ---- 17004 z x LEGEND CODE REVIEW N PROPERTY LIMITS 1 . TWO OVERSTORY DECIDUOUS SHADE TREES CONSTRUCTION LIMITS SHALL BE IN THE FRONT YARD OF EACH HOME SITE. 0 50' 100, ADJACENT PROPERTY BUILDING SETBACKS PARKING SETBACK A N D E R S 0 N DRAINAGE AND UTILITY EASEMENT 13605 1st Avenue N . # 100 PROPOSED CONCRETE C&G Plymouth, MN 55441 1 ae-mn.com 0 0 0,0, 10 PROPOSED TREE I P 763.412.4000 1 F 763.412.4090 �� x Anderson Engineering of Minnesota, LLC 923.9 000000 PROPOSED SHRUB /� BOX9 SHREDDED HARDWOOD MULCH a db --- \ x � - - - - - - - - - - I / 915.1 ` I I BOX7 WET I Qr BOX8 �:BOX8 100 // \ \ 7 \ I I WETLAND y� , , Tr , \ \ / , \\ x ONEKA PRAIRIE / I — ————————— 1w Ld / \ Qb 1!b-13M--�i3M / I / Tr \ \ Uw I � \ / I WETLAND P.\\ Uw / I x I ~ CO \ I i i— ------ \ Ah AFT WETLAND �� \\ �� \ l� I I Qb / Ah 1r I x o \ - - - - - - - - i 3 / 1 � i i i i i 1AhI I — -- -------- I � �— —� �---_� �--� \\ � � -- -- �� �-----_— _ Qb I I SOUTHWIND HOLDINGS, LLC w I I I I I I 1,� r---1 r---- ------ T —__—_ Ah 1 ------J x El� I I I I I I I \ \ / I I uw ------ I I 1 1 I w x�/ `\ o I I I I I I I I �� I I ► I \\ �\ \ \ I Ah I I I I I Tr \ s s • �� / \ \L----- c1r I I x Uw _ ______J I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR 1 I l Qr I I I I Co \ 1 I \�———————————— —I Qr REPORT WAS PREPARED BY ME OR UNDER MY DIRECT > SUPERVISION AND THAT I AM A DULY LICENSED Tr i PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE Lj _ — Qr \WFT� // \\ I 1 I x OF MINNESOTA. JI, I Uw — — J L _ —�' Qr 1 �� ��� \ I Qb Co Qr I PRINT NAME: ADAM THIELE, PE Qb 1 Co - Ah 1 // I 1 I 1 0 0 1 Tr 1 Co Qb _J 1 m I 1 Ah 1 — Qb �� _• 3 STR E 1 Ah Uw 1 Ah 1 / • \ ool �\� I ———— CO Uw SIGNATURE: Uw Qb 1 Qr 1 Ah 1 — — 1 Co Uw WE �� I r 1 —————7 w I 1 Ah 1 1 1 1 \ / i I Tr DATE: 08/09/2022 LICENSE N0. 51317 w � Tr \ I I Xr< o W ---- I Uw I j REVISION LOG I I I � '�` � _ 3 � I _ ____ a) I I I I I m WETLAND I I I I ` Tr i I L—__ _ Qb ______�/ NO. DATE DESCRIPTION OF REVISIONS ———— — LLJ 2 M I I I I I ��WET I I I I I 1r I I 1 CO \ Pd 1p / i 1 —————— 1 8/19/22 REVISED PER CITY COMMENTS L I I I �� I Qb I I I I I __-- — I Pd 2 10/31/22 REVISED PER UPDATED DELINEATION c13 I I I I I // I I I 1 1 I I I I 1 I Ah I — N 13M I _—_— Qr I 1 Ab 1 I 3 11/18/22 REVISED PER CITY COMMENTS ,o � � L Qr J 3 Pd Qb I 10 I + I I I I // WET ET I I I I I I I I I I 1 / 1 WETLAND I I I I I I I I I _J I/ • — ---� L-----J L---�/ I I I I I I I I I I I Qb —w1 / Co — ------ — oN F • --------I L-- _J L_ Pd / ---------I — (D ----� L-----1 __ — ___ — ° --I I---- ------1 _ _ — 1 t 1 �O / I �� yl000r-----I I------ L r I 2b I / WETLAND Pn BENCH,TYP y� 2 / i PRELIMINARY PLAT Q 1 w I I I I I \ // Or I % �Y Qb Q I I I \ I I I I I TOT LOT I I \ I I I I I I I I I � � 6'WALK _ _ 1 I 08/09/2022 � 0 , I I I I I y I I I I I I I I I I I I I Cp f^ I TRASH ____ J 1 w / / Qr DESIGNED: DRAWN: CHECKED BY: w — Ah I I I I I I I Biiw I I I I c0 I I I I I I c13 1 �)�/ _� 18x18'SHELTER 1 x AT JR AT r I 1 I I I I Tr I I I 1I IIIU�' I I I I I 1 Qr Ah I I I Tr 1 1 Uw I I I _ I 11 DRAWING TITLE Q I I I I I 1 1 1 1 I I I I 1 An 1 Ah I I I — o Y I L I I � � I I I I I I I I I I I 1 I I 1 I I I I Co S x � z I — _ 3 • I I I I 1 Qr / \ x o� a Uw 1 Or 0 �, ^ I 1 Co 1 Tr E Ah 1 m 1° Ah Ah Uw Qb Tr Uw 1 Qr - // 1 x j I 1 1 Qr Qr 1 Tr Cp 1 1 Qb 1 1 1 Ah 1 II LANDSCAPE PLAN 00 X I I — 1 1 1 Co 1 r / / w 1 / 0 1 �� x of rQ IOf — I I •� I — — I I I / x Q I I I \ o I I I I I I I I I I I I I )-IQ, r N z I I \ I I I Co 1 I I I I , \ I Qr Tr I I I Uw I / DRAWING NO. � --- - 100 - -- - I I � I I Ah I I I I 1 1 1 I I I I 1 I I I I Qr 1 I I I 1 --------J I / • • • I I I I I I I I I I 1 1 1 I I I Qb ——————L------------, \ I I I I I I I I I I I I I 1 E I I � � I I I I I I oL-----sJ —.J L__----J I------J L__---J L___--J I I I I I I Tr WETLAND 91S L M O N 9 N .. 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JI/ PRINT NAME: ADAM THIELE, PE �I 7Z NC 100 CATMINT POT 1 GAL. o m NEPETA FAASSENII i � SIGNATURE: w ~ PP 12 DWARF MUGO PINE POT 5 GAL. DATE: 08/09/2022 LICENSE N0. 51317 O O PINUS MUGO 'PUMILIO' L o � Z Z REVISION LOG E SP 16 PRAIRIE PETITE COMMON LILAC POT 3 GAL. a SYRINGA VULGARIS 'PRAIRIE PETITE' NO. DATE DESCRIPTION OF REVISIONS iw D D Q 1 8/19/22 REVISED PER CITY COMMENTS U 2 10/31/22 REVISED PER UPDATED DELINEATION X STREET A — — STREET B I 3 11/18/22 REVISED PER CITY COMMENTS I 01/ z z —n F E O N _> 8 NC c 0 16 i PRELIMINARY PLAT a PP > SP 3 PP 4 r�lo_ ° SP 3 I 08/09/2022 c� ET Q 1 DESIGNED: DRAWN: CHECKED BY: z � SP I < 8 '• � 27 AT JR AT O � ET / 5T m 15 I FE DRAWING TITLE o Y 5 I CA w NC 27— z NC L - ——— — / I _ ET � O 7 17 $ O •� C/') ° NC ° ------- r ---- - O •� 16 o LANDSCAPE I ► I ( SP ENLARGEMENTS o w � ET � I FE 5 I 15 (5sp I 1 Q 1 L Y °' w N z I I 0') DRAWING NO. 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