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HomeMy WebLinkAboutPC PACKET 052622 i '00 CITY O� HUM AgendaEST. 1906 Hugo Planning Commission Thursday, May 26, 2022 Hugo City Hall 7:00 PM A. ROLL CALL: Arcand, Derr, Kleissler, Lessard, Petty B. PLEDGE OF ALLEGIANCE C. APPROVAL OF MINUTES 1. April 28, 2022 D. PUBLIC HEARING 1. Cathleen Pastorius: Request for a lot split for the property located at 5342 142nd Street North. 2. M/I Homes of Minneapolis/St. Paul, LLC: Preliminary plat and PUD General Plan for a residential development to be known as "The Shores of Oneka Lake." E. NEW BUSINESS 1. Liberty Classical Academy: Site plan for property located at 10158 122nd Street North. F. OLD BUSINESS G. ADJOURNMENT If you need accommodations for the Planning Commission meeting please contact Rachel Juba at (651)762-6304 or rjuba@ci.hugo.mn.us,thank you. Minutes for the Planning Commission Meeting of Thursday, April 28, 2022 Chair Kleissler called the meeting to order at 7:00 pm. PRESENT: Derr, Fry, Kleissler, Lessard, Petty ABSENT: Mulvihill STAFF: Rachel Juba, Community Development Director Pledge of Allegiance. Approval of Minutes for the Planning Commission Meeting of April 14, 2022 Commissioner Petty made a motion, seconded by Commissioner Derr to approve minutes for the meeting of April 14, 2022. Ayes: Derr, Fry, Kleissler, Lessard, Petty Motion carried. New Business: White Bear Lake School District—Site plan request to allow an addition on the existing Oneka Elementary School located at 4888 Heritage Parkway North. Staff provided a background on the request submitted by the White Bear Lake Area School District. The site is located north of Heritage Parkway and west of Oneka Parkway. The applicant is seeking approval of an approximately 10,000 square foot addition to the existing Oneka Elementary School located at 4888 Heritage Parkway North. The existing elementary school received City approval in 2004 and the site consists of the elementary school and community gymnasium. The proposed addition includes adding five classrooms to the school and will create a total building capacity of 720 students. The applicant is also planning on interior renovation of the schools' media center and surrounding area to create a 'learning commons.' Staff reviewed the site plan for consistency with the applicable standards outlined in the City Code and found that the application is consistent with the standards. Staff recommended approval of the site plan request submitted by White Bear Lake School District to allow an addition on the existing Oneka Elementary School located at 4888 Heritage Parkway North. Tim Wald from the WBL School District addressed the Planning Commission. The Planning Commission had no further discussion. Commissioner Petty made a motion, seconded by Commissioner Lessard, to approve the site plan request submitted by White Bear Lake School District to allow an addition on the existing Oneka Elementary School located at 4888 Heritage Parkway North. April 28, 2022 PC Minutes Page 2 Ayes: Derr, Fry, Kleissler, Lessard, Petty Nays: None. Motion carried. New Business: Premier Bank—Sketch plan for property located at 5615 147th Street North. Staff provided a background of the sketch plan submitted by Premier Bank for property located at 5615 147th Street North. The applicant is requesting informal comments on a sketch plan on a 0.76 acre parcel for a 4,368 square foot commercial use building with a drive-through lane. The property is zoned Future Central Business (FCB) and is located in the area of the City where development is guided by the downtown plan and design guidelines. The applicant is proposing to rezone the property to Central Business (C-1) to accommodate a commercial use. Staff provided additional background on the land use and zoning of the downtown area. The downtown guidelines state that "downtown development should be appropriate for a traditional downtown area," including mixed use buildings, drug stores, banks, specialty markets, small grocers, destination retail, restaurants and entertainment, as encouraged uses. Staff stated that new, auto- oriented development, such as a drive-through, is not encouraged in the downtown area. Staff recommended that a neighborhood meeting be conducted with all properties in the FCB zoning district as it is a unique zoning district. It is a residential zoning district and holding place for future commercial district. Staff provided discussion topics for the Planning Commission to discuss. Representatives from Premier Bank, Chad Haller,Joe Houle, and Kelly Regan, addressed the Planning Commission. They articulated their reasoning behind the desired rezoning and conditional use permit. They desire visibility and accessibility that the site provides. The Planning Commission asked questions around circulation, orientation, and location of the site plan. They discussed using traffic counts to help determine access into the site. Commissioner Fry stated that the traffic count is important to bring to the neighborhood as it is likely that the residents in that area do not truly understand the zoning district that they are in. Staff reiterated that the applicant is proposing to rezone the property to C-1, which would result in any allowed use within that zoning district to be considered for the site, not just the bank. Generally the Commissioners agreed that feedback from the neighborhood is essential. Adjournment Commissioner Derr made a motion, Commissioner Fry seconded, to adjourn at 9:19pm. Respectfully Submitted, Emily Weber, Community Development Assistant. Agenda Number D.4 CITY OF HUGO COMMUNITY DEVELOPMENT DEPARTMENT PLANNING AND ZONING APPLICATION STAFF REPORT TO: Hugo Planning Commission FROM: Emily Weber, Community Development Assistant SUBJECT: Cathleen Pastorius -Request for a lot split for the property located at 5342 142nd Street North. DATE: May 5, 2022 for the Planning Commission Meeting of May 12, 2022 ZONING: Single-family detached residential district(R-3) REVIEW DEADLINE: June 14, 2022 1. DESCRIPTION OF REQUEST: The applicant is requesting approval of a lot split to create two lots out of a 1.23 acre lot. The proposed lots are 0.73 acres and 0.50 acres. 2. CONTEXT: A. Surrounding Land Use and Zoning The properties to the west, south, and east are zoned as R-3 and guided as Low Density Residential in the 2040 Land Use Plan. The property to the north is zoned Central Business District(C-1) and guided at Mixed Use. The existing property was platted with the Oneka Estates residential development. B. Natural Characteristics of Site The property is generally flat and does not contain any wetlands. 3. ANALYSIS: A. Level of City Discretion in Decision-Making The City has limited discretion in approving or denying a minor subdivision or lot split application. The City's discretion is limited to whether or not the proposed subdivision meets Pastorius Lot Split—5342 142nd St N the standards outlined in the Comprehensive Land Use Regulations. If it meets these standards, the City must approve the subdivision. B. Consistency with Ordinance Standards Minor Subdivision Request Lot Size The R-3 zoning district requires a minimum lot size of 10,400 square feet and a minimum lot width at the front setback line of 80 feet. Both proposed lots meet the minimum standards outlined in the zoning code. Utilities The existing property is connected to City sewer and water. The new lot will be required to connect to City sewer and water and shall obtain any necessary permits. SAC and WAC charges will need to be paid with the connection to the utility mains at the time of building permit. Grading and Wetlands A grading plan will have to be submitted to the City prior to the issuance of a building permit for the proposed lot. The applicant shall demonstrate the building sites will comply with the City's regulations regarding building elevation related to groundwater. A permit will need to be obtained from the City for the location of the new driveway. Prior to the issuance of any building permit the applicant shall demonstrate that the proposed home and buildings will not impact any wetlands. Park Dedication A park dedication fee is required for all land subdivided for residential purposes. The applicant will not be dedicating any parkland with this project and therefore is responsible for the parkland dedication fee, currently set at$3,400 per lot. The applicant is responsible to pay for the creation of one lot and shall pay the fee prior to recording the minor subdivision. Streets The proposed parcels have access to 142nd Street North. Sidewalks/Trails There are no trails planned for this area along 142nd Street North in the 2040 Comprehensive Plan. Pastorius Lot Split—5342 142nd St N 4. STAFF RECOMMENDATION: Staff recommends approval the lot split for Cathleen Pastorius at 5342 142nd Street North subject to the conditions listed in the attached draft resolution to the Planning Commission. ATTACHMENTS: 1. Location Map 2. Resolution 3. Engineer Memo 4. Survey a ~ 1 � •� 'I 1 �+ ,F lk ILI CO LL firm /Site AL MI Roads ( ,Parcel Boundary Hugo Border i I � ■ lil�l' RESOLUTION 2022-XX APPROVING A MINOR SUBDIVISION FOR CATHLEEN PASTORIUS FOR PROPERTY LOCATED AT 5342 142ND STREET NORTH WHEREAS,an application has been filed by Cathleen Pastorius that requests approval of a minor subdivision for property located at 5342 142'Street North. WHEREAS,the subject property is legally described as follows: Lot 1,Block 1, Oneka Estates 2"d Addition,Washington County,Minnesota WHEREAS, the Planning Commission has reviewed said request at a duly called Public Hearing on May 12, 2022,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 minor subdivision for Cathleen Pastorius, subject to the following conditions: 1. A minor subdivision is approved to allow the creation of two lots, in accordance with the plans and application received by the City on March 21,2022. 2. Prior to recording the minor subdivision: a. The park dedication shall be cash-in-lieu of dedication for a total of$3,400. 3. Prior to issuance of any building permit: a. The applicant shall obtain soil boring samples on site. b. The applicant shall provide a grading plan that reflects the current topography and proposed grading. c. The applicant shall demonstrate that the parcels are able to meet the Rice Creek Watershed District Rules. d. The applicant shall demonstrate the building sites will comply with the City's regulations regarding building elevation related to groundwater. e. The applicant shall meet all other requirements outlined in the engineer memo dated May 4,2022. ADOPTED by the City Council on June 6, 2022. Tom Weidt,Mayor ATTEST: Michele Lindau, City Clerk wsb May 4, 2022 Ms. Rachel Juba Community Development Director City of Hugo 14669 Fitzgerald Avenue North Hugo, MN 55038 Re: Lot Split Review 5342 142"d Street Lot Split WSB Project No. 020258-000 Dear Ms. Juba: o We have reviewed the submittal items for the lot split of parcel 5342 142"d Street located adjacent to Judicial Ditch 3. In particular, we have reviewed the following survey file related to this Z particular request: w CO 5342 142"d Street Survey(Pastorius sure-I IxI T pdo dated 3/17/2022 by Pete Goers, PLS 0 LO Co Based on the review of the above documents, we offer the following comments related to this Co application: N Ln 1. Soil borings should be obtained to confirm the current and historic groundwater elevation on site to determine regulatory freeboard conditions with respect to low floor elevations and low LO floor openings for any future buildings. LO 2. The applicant is proposing to install additional sanitary sewer and water services by z connecting to the utility mains in 142"d Street to serve the new lot split portion. 3. Additional easement will need to be provided on the new lot to accommodate future a maintenance of the existing utility services to the original lot. a Z 4. SAC and WAC charges will need to be paid with the connection to the utility mains at the time of building permit. CO 5. Provide a grading plan that establishes a drainage swale that conveys drainage away from CD CD both building pads along the common lot line between them. N LU 6. With the connection of the utilities, the roadway will need to be restored to the existing street section and additional bituminous may be required to be milled off to create a full width street patch. w 7. With the building permit, provide a house type for the lot that includes the LFE, LOE, Garage w Elevation, Driveway grade, etc. w Co S:\Users\R_Juba\DEVELOPMENT PROJECTS\Pastorius Minor Sub-5342 142nd St\020258-000 LTR RJuba-142nd Lot Split 2022-05-04.docx Ms. Rachel Juba May 4, 2022 Page 2 Thank you for the opportunity to provide comments on this project. Additional comments may be necessary following the review of the responses to these. If you have any questions, please do not hesitate to contact me at 612-419-3589. Sincerely, WSB Nick Guilli ms, PE Senior Project Manager cc: Scott Anderson, Public Works Director(email only) Liz Finnegan, Senior Engineering Technician (email only) / / / / ✓ �i / 1 PROPERTY DESCRIPTION PROPOSED PROPERTY DESCRIPTIONS PARCEL(: Lot 1,Block 1,Oneka Estates 2nd Addition,Washington County,Minnesota That part of Lot 1,Block 1,Oneka Estates 2nd Addition,according to the 9 tj° �O9Q/ / 7 4 / recorded plat thereof,Washington County,Minnesota,lying westerly of the 976 r/ following described line: —I— r 27 1\/1 Commencing at the most easterly corner of said Lot 1;thence North 42 degrees 28 minutes 13 seconds West,along the northeasterly line of / said Lot 1,a distance of 191.10 feet to the point of beginning of the line to be described;thence South 10 degrees 34 minutes 22 seconds West AREAS a distance of 234.52 feet to the southerly line of said Lot 1 and there k terminating. 920 / / / // / / Existing parcel area:53,407.6 sqft or 1.226 acres PARCEL 2: 5 2 Lot 1,Block 1,Oneka Estates 2nd Addition,according to the recorded plat 924 1, y / Proposed Parcel 1 area:31,738.4 sqft or 0.729 acres thereof,Washington County,Minnesota,EXCEPT that part lying westerly of the Impervious: 5,158.E sqft or 16.3% \ Building: 4 sgft following described line: 926 (� / Proposed Parcel 2 area:21,669.2 sqft or 0.497 acres Commencing at the most easterly corner of said Lot 1;thence North 42 BOX 36- / degrees 28 minutes 13 seconds West,along the northeasterly line of Buildable area:8,182.8 sqft Maximum building area:6,500.7 sqft or 30% said Lot 1, distance of feet to the point of beginning of the line to be described;thence South 10 degrees 34 minutes 22 seconds West \ POB— O �/ a distance of 234.52 feet to the southerly line of said Lot 1 and there terminating. r 930 SURVEYOR'S NOTES � PROPOSED — / / PARCEL I \ / / 1. The orientation of this bearing system is based on the Washington County pt - Coordinate System NAD83(1986 Adjustment). N 932 g / 2. All distances are in feet. J �/� / 92 �6 / / 3. A portion of the property lies within Zone A(Special Flood Hazard Area subject M \ / to flooding by the 1%annual chance flood,no base elevations determined)of UQ IL.I N \ 9 / / Federal Emergency Management Agency(FEMA)Flood Insurance Community N 2s°CA /gyp / / Panel No.27163C0136E,effective February 3,2010. O DECK /I ^ ROPOSED 9 / 4. BENCHMARK:Top nut of fire hydrant on the south side of 142nd Street North N N \,^ RCEL 2 and 130 feet east of Ferrara Avenue North.Elevation=934.00 NAVD 88 w 00 .2 — 45. e04 p Z YU O34 A n °I m �� \ 9� �D 4 / 7 5 2 O 0 \ v r-I PINE 2-I "PINE- I6"PINE 6"PINE-� i ` L MINE 934 \ Fa m 16"SPRD 3"PINE o o / / / LEGEND w 3 ti 14"PINE \ \'�/F.SJ. / G -15"PINE \ 2-13"PINE �� ml PINE o SET IRON MONUMENT D SANITARY EWER L_ �� 9TF� / / • RONMONUMENTFOUND 4"PINE � WATERMAIN S za"MPE L-14 PINE � � r'O HYDRANT -- --- FEMA AREA ZONE A J p� / �SANITARY MANHOLE 30 FT BLDc SETBACK �� o� \ 900 i / D & U DRAINAGE AND UTILITY EASEMENT e / TREE—TYPE & DIAMETER 88'9 � 3p [330] PLAT DISTANCE 5 L L=30.87 '—N89 5714 "E °=7'04'34" p& t�99 / \ —932 142ND STREET NORTH _N Nw \ D D / �Q , 03 s / Q STY LINE OF LOT I BILK I ONEKA—� Rc25 j Design File: Checked By: (hereby certify that this survey,plan,or report was prepared by me or ESTATES 2N D ADD L` O•�Q pastortus_sur rdwg PDG under my direct supervision and that I am a duly Licensed Land Q90 �/ Surveyor under the laws of the state of Minnesota. IY �2po 879 / / Scale: Drawney: PETER GOERS Print Name 3 Signature w O 0 2 5 5 0 10 0 Revisions: March 17,2022 44110 Date License Number LL z / PASTORIUS LOT SPLIT Pete Goers,PILS SCALE IN FEET 12730 182n182nd Street North CERTIFICATE OF SURVEY Marine on St.Croix,MIN55047 (612)363-1804 HUGO, MINNESOTA pdg44110@comcast.net Agenda Number: D.2 CITY OF HUGO PLANNING AND ZONING APPLICATION STAFF REPORT TO: Hugo Planning Commission FROM: Rachel Juba, Community Development Director SUBJECT: M/I Homes of Minneapolis/St. Paul, LLC—Preliminary Plat and PUD General Plan for a residential development to be known as "The Shores of Oneka Lake" DATE: May 4, 2022, for the Planning Commission meeting of May 12, 2022 ZONING: Single Family Detached Residential (R-3) and Future Urban Service (FUS) LAND USE: Low Density Residential (LD) DEADLINE DATE: July 12, 2022 (120-days) 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 131.66 acres and is comprised of three parcels. The preliminary plat includes 218 residential lots, and 10 outlots to be known as "The Shores of Oneka Lake". The housing types are proposed to be a combination of single family homes, villa homes, and twinhomes. The villa homes and twinhomes will be maintenance provided for mowing and snow removal. The applicant is showing 100 units of apartments in 5 separate buildings on Outlot C, but they are not part of this approval. A PUD amendment and PUD final Plat would need to be reviewed and approved, with a public hearing,prior to development of Outlot C and A. The PUD General Plan will be for all 131.66 acres of the property and is proposed to be rezoned to Planned Unit Development(PUD). The property includes wetlands and floodplain for a total buildable acreage of 95.99. The proposed density of the development is 2.27 units per net acre of property. Page 2 The applicant is requesting PUD flexibility on the following: • Flexibility to allow various lot sized with a minimum lot size of 5,417 square feet, where 10,400 square feet is required. • Flexibility to allow various lot width with a minimum lot width of 52 feet, were 80 feet is required by ordinance. • Flexibility to allow a minimum front setback of 25 feet, where 30 feet is required. • Flexibility to allow various setbacks with a minimum side yard setback of 6 feet, where 10 feet is required. • Flexibility to allow a maximum impervious coverage of a lot to be 60% , where 50% is required. • Flexibility from the shoreland overlay district regulations. 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 or the shoreland overlay district regulations. • Providing public open space along Oneka Lake within the development, with improvements that exceed City standards. • Providing a public trail to connect to existing trails in the adjacent developments. Preserving natural features with the trail system that meanders through the development. • Providing a landscaping plan that exceeds City standards. • Preserving existing significant trees on the property. • Creating a stormwater reuse irrigation project within the development. • Incorporating architectural anti-monotony design guidelines for the homes in the development 2. BACKGROUND: A. Previous Sketch Plan Review The properties are generally located north of Goodview Avenue and east of Highway 61. The plan shows 218 proposed residential units, stormwater ponding areas, a public open space, sidewalk and trail connections, and road connections. The applicant is proposing the project to be built in four phases. The developer has indicated that an HOA will be established for the development to maintain community areas, landscaping, and the water re-use system. The Planning Commission and City Council have reviewed a number of sketch plans for this property, including proposed developments named"Del Webb" and"Oneka Shores". The previous projects were significantly larger and included additional property to the south and north of 165th Street. Page 3 During the previous sketch plan review processes, the City discussed the importance of access to Highway 61 with the development and determining the proper intersection design. The City also encouraged the preservation of the natural resources, including a portion of the stand of trees on the southern area of the project. It is in staff s opinion that the applicant has done a good job addressing the comments and concerns from the proposed sketch plan of the City Council, Commissions, and residents. B. Environmental Assessment Worksheet(EAW) Due to the size of the project, the previous applicant was required to complete an Environmental Assessment Worksheet(EAW) for the proposed development on this site. The purpose of the EAW is to identify potential environmental impacts for a specific development and to determine whether or not a more extensive Environmental Impact Statement(EIS) is required. Environmental impacts include impacts to surface waters, natural areas, utilities, transportation systems, historic sites, noise impacts, etc. The EAW for the proposed development of this site was completed in February 2006 and distributed to various agencies for public comment. The City Council reviewed the EAW and the comments received at their May 1, 2006 meeting and determined that an EIS was not needed for the project. Since this plan is similar,but smaller, a new EAW will not be required. However, as this project progresses, staff will need to ensure that the assumptions of the EAW are still valid. 3. CONTEXT: A. Surrounding land Use and Zoning The properties to the north is zoned General Commercial (COM), Single Family Detached Residential (R-3), and Future Urban Service (FUS) and guided as Commercial (COM) and Low Density Residential (LD) in the 2040 Comprehensive Plan. The parcels are vacant. The property to the east is Oneka Lake. The properties to the south are zoned Single Family Detached Residential (R-3) and are guided Low Density Residential (LD) in the 2040 Comprehensive Plan. The residential development to the south is the Oneka Ponds development. The properties to the west are zoned General Commercial (C-2) and are guided Commercial (COM). The uses to the west are mostly industrial type uses, with some commercial uses. B. Natural Characteristics of Site The properties are currently vacant and do contain some challenges regarding an existing wetlands, drainage ditch, floodplain, and high ground water. The properties are relatively flat with approximately 26 acres of wetlands. Page 4 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 this application. The applicant is requesting an approval of a PUD for The Shore of Oneka Lake 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, 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 significantly 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 applicant is proposing a higher quality development with valued amenities. The Shore of Oneka Lake PUD general plan offers sidewalk and trail connections within the development and public open space along Oneka Lake, for easy access for all residents and the public. Providing public open space with an off road trail along the lake, it is a more sensitive development plan to the alternative of several lots on the lake with access to the lake with docks. The applicant has set up the development to allow for the building of quality homes, using quality materials and architectural guidelines. Many of the homes are also positioned for scenic overlooks over the stormwater ponds and wetlands. Page 5 Staff believes that the layout of the proposed The Shores of Oneka Lake 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, but also creates a scenic overlook for homes. 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. The 2040 Comprehensive Plan shows the land use being Low Density Residential (LD). The rezoning/PUD is consistent with the Comprehensive Plan in terms of land use and density. It is in staff s opinion that The Shores of Oneka Lake PUD general plan has offered a creative and efficient method to planning the site, all which meets the intent of the PUD ordinance. Page 6 Lot Sizes/Setbacks The applicant is proposing to subdivide the existing 131.66 -acre site to create a total of 218 residential lots. The mix of lots include 110 single family home lots, 68 villa home lots, 40 twin home lots,. The applicant is proposing a combination of product types and lot sizes listed below: Standards Required Proposed Proposed Proposed Single Villa Lots Twinhome Family Lots Lots Minimum Lot 10,400 square feet Smallest Lot Proposed: 5,417 square feet Size (SF)/ Largest Lot Proposed: 19,201 square feet 15,000 Average Lot Proposed: 11,503 square feet square feet Twinhome Minimum Lot 80 feet(SF)/ 65 feet 52 feet 86.7 feet Width 100 feet Twinhome Front Yard 30 feet 25 feet* 25 feet* 25 feet* Setback Side Yard 10 feet 7.5 feet 6 feet 7.5 feet Setback Rear Yard 30 feet 30 feet 30 feet 30 feet Setback Maximum 30% 45% 45% 45% (both lots Building combined) Coverage Maximum Lot 50% 60% 60% 60% (both lots Coverage combined * Requested PUD flexibility highlighted in grey **Front yard setbacks will vary along long, straight roads as much as possible to create visual interest along these stretches. Density The maximum development density for a PUD in the R-3 zoning district is 4 units per 1 acre. The applicant is proposing a residential net density of 2.27 units per 1 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. Page 7 Shoreland The shoreland district comes in effect for all homes located within 100 feet of the ordinary high- water(OHW) level of Oneka Lake. The applicant is asking for flexibility on lots effected by the shoreland district requirements, in order to provide a more sensitive development than otherwise allowed by ordinance. All of the lots are pulled back from the lake with public open space along the lake, is a more sensitive development approach than the alternative of several lots on the lake with access to the lake with docks. Oneka Lake Required Proposed Setback from OHW 150 feet Over 150 feet Minimum Lot Size 20,000 s . ft. 5,417 s . ft. Minimum Lot Width 125 feet 52 feet Maximum Structure Height 25 feet 35 feet Maximum Impervious 25% Less than 25% Surface Area overall * Requested PUD flexibility highlighted in grey The applicant is proposing mostly two story walk-out homes, which will make it difficult to comply with the maximum structure height for the shoreland district of 25 feet. In all residential zoning districts the maximum structure height is 35 feet. Development Phasing The applicant is proposing to construct the development in four phases. The phasing plan the applicant provided shows the phasing generally starting from the from the west and providing access to Goodview Trail North. The first phase would be in 2022 and include the platting of 51 lots with a combination of single family homes, villa homes, and townhomes with access off Highway 61 and Goodview Trail North. The roundabout is part of phase 1, but with grant and permitting requirement from MnDOT, the roundabout will be constructed in 2023. There is a condition of approval that prior to the issuance of a building permit in phase 2, the roundabout shall be constructed and functioning. As development continues on the site in later phases of the development, connections will be made to Goodview Avenue and the properties to the north. The property is also proposed to be graded in two phases. The first phase would be generally the western portion of the site. The remaining would be graded with Phase 2 or earlier. 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, with the exception of the some lots having one tree in the rear yard. The landscape plan shows boulevard trees along the streets and landscape buffers for corner lots. The plan also shows nicely landscaped entrances along Street Page 8 AA and Street A. The trees and landscaping proposed to be installed with the development is 524, which exceeds the ordinance standards. Based on the review, staff recommends the following revisions to the landscape plan. • Provide a landscape buffer from commercially zone property to the west. • Provide a landscape plan for the roundabout, including irrigation. • Provide additional landscaping at key locations and focal points in the development. • Provide details for any monument signage and landscaping. The applicant is proposing to preserve some significant stands of trees that are currently on the property. The applicant intentionally planned the development layout and location of the outlot in order to preserve these trees. It's in staffs opinion that the applicant can easily revise the landscape plan to meet the recommendations, and is comfortable with having conditions listed in the resolution to revise the plan. Lighting The applicant has provided a lighting plan. The applicant is proposing typical street lighting within the development, that meets the ordinance standard. The applicant has indicated that they will be installing a decorative lamp style light throughout the development. Streets/Access Access will occur from 1591h Street and Highway 61 to the west as well as from the existing street stubs of Goodview Avenue and Goodview Trail from the Oneka Ponds development to the south. The applicant has been working with MnDOT on the intersection improvement to 159th Street and Highway 61 and it is proposed to be a roundabout. MnDOT has reviewed the preliminary layout and is encouraged to see an intersection improvement in this location. A MnDOT permit for the construction of the roundabout is required prior to construction. The developer is responsible for the construction cost of the roundabout with the development. The construction of the roundabout is part of the first phase of the development and will be required to be completed and functioning prior to a issuance of a building permit for the second phase of the development. The developer cost responsibilities will be identified and included in the development agreement for the first phase of the project. There is a ditch crossing that is required for the extension of Street A. While the full design of the crossing has not been submitted, staff will continue to work with the applicant on the design. A permit from Rice Creek Watershed will be required prior to construction. The applicant shall provide a utility stub and access point from Street AA/159th Street to serve several lots that are east of Highway 61, west of the development, in the future. Right-of-way shall be dedicated with the first phase of development. Page 9 Staff is be working with the developer and MnDOT to develop a construction access from Highway 61 at 1591h Street or more north, to minimize traffic and roadway impact to Goodview Avenue and Goodview trail. Staff is comfortable with the new road design as proposed in the plan. Park Dedication The developer 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 0-3.99 units per acre units per acre. The developer has indicated that there are 96 acres of buildable land in the development. Therefore, the developer is required to dedicate 9.6 acres of park land. The current park dedication fee is $3,400 per unit. With 218 units the park dedication fee would be $741,200. Park Dedication Required Proposed Calculations Land OR Fee Land 10% of the developable acres 9.6 acres 3.89 acres and Fee $3,400 per unit $741,200 $441,014 The developer is proposing to dedicate a combination of land and fee to satisfy the park dedication requirements. The land proposed to be dedicated is the upland areas of Outlot G along Oneka Lake. The proposed land dedication of 3.89 acres satisfies 40.5% of the requirement. The remaining would be satisfied with payment of 59.5% of the fee ($3,400 per unit)which totals $441,014 with 218 units. The developer is also asking for credit for the cost of park amenities and construction of the trail. The developer has indicated that the trail and boardwalk adjacent to the lake is estimated to cost$148,500. It is not within the Park Dedication Policy to give credit for costs incurred by the developer for construction of trails or parks. This development is in Neighborhood Park Service Area 10 which is served by Oneka Lake Park, the future park currently occupied by the Bernin family and the public boat launch on Oneka Lake. Oneka Lake Park and the Bernin property are immediately south of the neighborhood. The proposed park dedication would expand the city park properties and provide opportunities for a more expansive open space and trail network. The Parks Commission anticipates additional planning of the park properties as this property develops. At its April 20, 2022 meeting the Parks Commission considered the request. They agreed that giving credit for construction costs was not in the Park Dedication Policy and since they did not know what specific amenities would be installed they could not give the credit. They stated they would like to see what amenities would be installed within the access points to the trail along the Page 10 lake and other areas and continue to talk with the developer as the project continues on whether they would provide credit. The Parks Commission made a recommendation to allow the park dedication to be satisfied with a combination of land and fee for the development. Sidewalks and Trails Sidewalks are required to be built in developments with lots less than 80' wide (Sec. 90-336). The developer is showing a combination of trails and sidewalks that would meet this requirement. The Existing and Proposed Trails Map shows a proposed trail north of Goodview Avenue North, a trail around Oneka Lake, and a trail connection east to west to Highway 61. The applicant is showing a trail and sidewalk combination along Street A which would connect to the existing sidewalk on Goodview Avenue North. This links the neighborhood to the south and Oneka Lake Park. The applicant is also showing a trail adjacent to Oneka Lake connected with boardwalks. A trail is shown to on the south end of the Highway 61 roundabout, connecting with the Hardwood Creek Regional Trail and the existing trail along 1591h Street. A trail or sidewalk shall be constructed on Street H to provide a connection to the proposed Oneka Lake trail. The developer is working through the processes to get approval to construct the proposed trail on the berm along Oneka Lake. As part of the approval conditions it states that an additional on or off street trail be built if construction of a trail on the berm not be possible. Drainage/Grading The City will review and issue a stormwater management permit for the development. The plans include managing stormwater through a combination of ponds and a stormwater reuse system. The design is consistent with stormwater rules as proposed, and staff will work with the applicant to finalize the plans and issue a stormwater permit as the project moves forward. There is floodplain located on the property and the boundary is proposed to be revised. The applicant has provided detailed documentation showing the existing and proposed floodplain. Staff will continue to work with the applicant to finalize the details. A Letter of Map Revision (LOMR) will need to be prepared and submitted for FEMA approval so that the existing floodplain boundaries and elevations can be formally revised. 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 11 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. Staff is working with the applicant to determine whether or not the water reuse system will generate stormwater management credits beyond those required to meet their own permitting requirements. If that is the case, the City will include in its use agreement with the developer that excess credits generated are the property of the City. Wetlands The property includes some wetlands, which have been delineated and approved by the City as LGU. The applicant is proposing to impact 1 acres of the 26 acres of wetland for street construction and grading. 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 of any phase. There is a trail along Oneka Lake on the plan. There are areas where a boardwalk will be installed for the crossing of the wetlands. The boardwalks will be designed to qualify for a no loss (no wetland impact) determination from the TEP. Staff will continue to work with the applicant on the design of the boardwalk. The boardwalk will maintain the 8-foot width of the trails they will connect to throughout the development. Homeowners Association A homeowners association(HOA) is proposed for the development. There are three housing styles, single family detached homes, villa homes, and twinhomes. All of the homes would be part of a Master HOA will be established for the development to own/operate/maintain community areas, landscaping, and the water re-use system. The HOA will also provide for restrictions on outdoor storage, parking(no boats, campers, or trailers) in order to keep the community looking orderly and well maintained. Preliminary Plat The preliminary plat consists of 218 residential lots and 10 outlots. The proposed use and ownership of each outlot are as follows: Outlot Acres Ownership Use A 1.54 Current Owner(Fenway Wetlands/Future Land Company) Development B 11.37 City of Hugo Stormwater management, wetlands, and right-of-way C 5.04 Current Owner(Fenway Future Development Page 12 Land Company) D 8.30 City of Hugo Stormwater management/ Wetlands E 4.41 City of Hugo Stormwater management F 0.54 City of Hugo Powerline easement/Future Trail Corridor G 31.3 City of Hugo Public open space, wetlands, trail corridor H 1.68 City of Hugo Stormwater management I 1.70 City of Hugo Stormwater management J 6.44 City of Hugo Stormwater management Drainage and Utility Easements There are a number of Outlots included as part of the plat. Outlots that contain stormwater ponds and/or park are proposed to be deeded to the City; the remainder of the Outlots should include drainage and utility easements. The plans shall be revised to include adequate access to maintain outlot J. The plans shall be reviewed and approved by staff. Utilities The construction plans identify a 12"trunk watermain being extended through the development to the northern property line. The sanitary sewer will be connecting into the sewer line at the southwest corner of the development and will be serving the proposed development, as well as possible sewer connections several lots on the eastern side of Highway 61 in the future. No additional areas to the north will be served from this connection as the City's Comprehensive Sanitary Sewer Plan identifies them as being served from the north. 5. CONCLUSION: Staff believes that the layout of the proposed The Shores of Oneka Lake PUD general plan exceeds the City's standards for residential developments. The applicant 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 M/I Homes for the development to be known as "The Shores of Oneka Lake", subject to the conditions listed in the resolutions. Page 13 ATTACHMENTS: 1. Location map 2. Ordinance approving the rezoning to PUD 3. Resolution approving the PUD General Plan 4. Resolution approving the Preliminary Plat 5. Engineer's memo dated May 4, 2022 6. MnDOT letter dated May 5, 2022 7. Applicant's narrative dated March 14, 2022 8. Preliminary Plat and PUD plans 9. Letter from a resident on the development r p m e f . I 1 y 95, �Ci1�+gSi� �R z e O U o o � d f 40 4w, AA Site Roads .. Border 152nd Street North.Parcel Boundary -�•� 1 11 •• 1 1 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 EAST OF HIGHWAY 61 AND NORTH OF GGOODVIEW 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 132-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 6t1i day of June, 2022. Tom Weidt, Mayor ATTEST: Michele Lindau, City Clerk RESOLUTION 2022- APPROVING PUD GENERAL PLAN FOR M/I HOMES MINNEAPOLIS/ST. PAUL,LLC,FOR"THE SHORES OF ONEKA LAKE" ON PROPERTY LOCATED EAST OF HIGHWAY 61 AND NORTH GOODVIEW AVENUE NORTH WHEREAS, M/I Homes Minneapolis/St. Paul. LLC, has requested approval of a PUD general plan to allow approximately 218 residential lots and 10 outlots on the 131.66 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 M/I Homes Minneapolis/St. Paul. LLC, subject to the following conditions: 1. A PUD general plan is approved to allow the creation of 218 residential lots and 10 outlots. The development shall be constructed in accordance with the application and plans received by the City on October 22, 2022, April 5, 2022, April 19, 2022, April 28, 2022, and May 4, 2022 except as amended by this resolution. 2. Approval is contingent upon City Council approval of the requested rezoning of the 131.66 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 May 4, 2022 5. PUD flexibility is granted to allow: a. Flexibility to allow various lot sized with a minimum lot size of 5,417 square feet, where 10,400 square feet is required. b. Flexibility to allow various lot width with a minimum lot width of 52 feet, were 80 feet is required by ordinance. c. Flexibility to allow a minimum front setback of 25 feet, where 30 feet is required. d. Flexibility to allow various setbacks with a minimum side yard setback of 6 feet, where 10 feet is required. e. Flexibility to allow a maximum impervious coverage of a lot to be 60% , where 50% is required. f. Flexibility from the shoreland overlay district regulations as below: Resolution 2022- Page 2 Oneka Lake Required Proposed Setback from OHW 150 feet Over 150 feet Minimum Lot Size 20,000 s . ft. 5,417 s . ft. Minimum Lot Width 125 feet 52 feet Maximum Structure Height 25 feet 35 feet Maximum Impervious 25% Less than 25% Surface Area overall 6. The preliminary phasing plan is generally approved per plans dated October 21, 2022, revised May 4, 2022. Any major revisions to the phasing plan shall require PUD amendment. Minor modifications shall be reviewed and approved by staff. a. Phase 1 shall include: i. Permit shall be issued by MnDOT for construction of the roundabout at 1591h Street and Highway 61. ii. Start of construction of the roundabout at 159th Street and Highway 61. iii. The developer is responsible for the cost and construction of the roundabout at 1591h Street and Highway 61. The Letter of Credit for Phase 1 shall include the costs for construction of the roundabout. b. Phase 2 shall include: i. The roundabout at 159th Street and Highway 61 shall be constructed and functioning, with the first layer of bituminous, prior to issuance of a building permit for the 1 st building. ii. Park improvements: 1. An 8' bituminous trail, boardwalk, and landscaping shall be installed within all of Outlot G that is in phase 2. Final location of the trail and boardwalk shall be reviewed and approved by staff prior to installation. This shall be constructed by and paid for by the developer. 2. The trail locations and trail connections to the parks to the south and the connections to the development shall be reviewed and approved by staff. 3. Connections to the parks and development shall be installed. c. Phase 3 shall include: i. Park improvements: 1. The remaining 8' bituminous trail, boardwalk, and landscaping shall be installed within all of Outlot G. Final location of the trail and boardwalk shall be reviewed and Resolution 2022- Page 3 approved by staff prior to installation. This shall be constructed by and paid for by the developer. 7. Any development of Outlot C or A shall require PUD amendment and PUD General Plan submittal for review and approval by the City Council. 8. The building setbacks and impervious surface coverage requirements for the PUD are as follows: Standards Proposed Proposed Proposed Single Villa Lots Twinhome Family Lots Lots Minimum Lot Smallest Lot Proposed: 5,417 square feet Size Largest Lot Proposed: 19,201 square feet Average Lot Proposed: 11,503 square feet Minimum Lot 65 feet 52 feet 86.7 feet Width Front Yard 25 feet 25 feet 25 feet Setback Side Yard 7.5 feet 6 feet 7.5 feet Setback Rear Yard 30 feet 30 feet 30 feet Setback Maximum 45% 45% 45% (both lots Building combined) Coverage Maximum Lot 60% 60% 60% (both lots Coverage combined 9. 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 recoded at Washington County. 10. The developer has indicated that an HOA will be established for the development to own/operate/maintain community areas, landscaping, 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 Phase 1. 11. The twinhome elevations shall be reviewed and approved by staff. Resolution 2022- Page 4 12. The developer must comply with the following, prior to Final Plat and Final PUD Plan application: Landscaping and Lighting a. The landscape plan shall be revised to include: 1. A landscape buffer, with evergreen trees, from commercially zoned property to the west. 2. A landscape plan for the roundabout, including irrigation. 3. Additional landscaping at key locations and focal points in the development. 4. Details for any monument signage and landscaping. b. The final landscape plans must be submitted for review and approval by staff. c. The developer shall enter into an easement agreement for access and maintenance of the landscaping with in Outlots B, E, F, G, and I. Streets/Access d. A permit from Rice Creek Watershed District shall be issued for the ditch crossing for construction of Street A. e. An access and utility connection shall be made on the west side of Outlot B. f. Adequate access shall be provided for maintenance to Outlot J. The access width and location shall be reviewed and approved by staff. Parks and Trails a. An additional off street trail shall be built if construction of a trail on the berm along Oneka Lake not be feasible. b. A trail or sidewalk shall be constructed on Street H to provide a connection to the proposed Oneka Lake trail. c. The developer shall provide details and specifications for the trail and boardwalk along Oneka Lake. d. The developer shall work with staff on Outlot G amenities and connections to the parks to the south. Resolution 2022- Page 5 Miscellaneous e. The wetland replacement plan shall be reviewed and approved by the Technical Evaluation Panel (TEP) and the City. f. An encroachment agreement shall be approved by Xcel Energy for improvement within the power line easement. ADOPTED by the City Council this 6ffi day of June, 2022 Tom Weidt, Mayor ATTEST: Michele Lindau, City Clerk RESOLUTION 2022- APPROVING PRELIMINARY PLAT FOR M/I HOMES MINNEAPOLIS/ST. PAUL,LLC, FOR"THE SHORES OF ONEKA LAKE" ON PROPERTY LOCATED EAST OF HIGHWAY 61 AND NORTH GOODVIEW AVENUE NORTH WHEREAS, M/I Homes Minneapolis/St. Paul. LLC, has requested approval of a preliminary plat to allow approximately 218 residential lots and 10 outlots on the 131.66 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 M/I Homes Minneapolis/St. Paul. LLC, for a preliminary plat, subject to the following conditions: 1. A preliminary plat is approved to allow the creation of approximately 218 residential lots and 10 outlots. The development shall be constructed in accordance with the application and plans received by the City on October 22, 2022, April 5, 2022, April 19, 2022, April 28, 2022, and May 4, 2022 except as amended by this resolution. 2. Approval is contingent upon City Council approval of a rezoning to PUD for the approximately 132 acre property. 3. The preliminary phasing plan is generally approved per plans dated October 21, 2022, revised May 4, 2022. Any major revisions to the phasing plan shall require PUD amendment. Minor modifications shall be reviewed and approved by staff. a. Phase 1 shall include: i. Permit shall be issued by MnDOT for construction of the roundabout at 1591h Street and Highway 61. ii. Start of construction of the roundabout at 159th Street and Highway 61. iii. The developer is responsible for the cost and construction of the roundabout at 1591h Street and Highway 61. The Letter of Credit for Phase 1 shall include the costs for construction of the roundabout. b. Phase 2 shall include: i. The roundabout at 159th Street and Highway 61 shall be constructed and functioning, with the first layer of bituminous, prior to issuance of a building permit for the 1 st building. ii. Park improvements: Resolution 2022- Page 2 1. An 8' bituminous trail, boardwalk, and landscaping shall be installed within all of Outlot G that is in phase 2. Final location of the trail and boardwalk shall be reviewed and approved by staff prior to installation. This shall be constructed by and paid for by the developer. 2. The trail locations and trail connections to the parks to the south and the connections to the development shall be reviewed and approved by staff. 3. Connections to the parks and development shall be installed. c. Phase 3 shall include: i. Park improvements: 1. The remaining 8' bituminous trail, boardwalk, and landscaping shall be installed within all of Outlot G. Final location of the trail and boardwalk shall be reviewed and approved by staff prior to installation. This shall be constructed by and paid for by the developer. 4. Any development of Outlot C or A shall require PUD amendment and PUD General Plan submittal for review and approval by the City Council. 5. The building setbacks for the PUD are as follows: Standards Proposed Proposed Proposed Single Villa Lots Twinhome Family Lots Lots Minimum Lot Smallest Lot Proposed: 5,417 square feet Size Largest Lot Proposed: 19,201 square feet Average Lot Proposed: 11,503 square feet Minimum Lot 65 feet 52 feet 86.7 feet Width Front Yard 25 feet 25 feet 25 feet Setback Side Yard 7.5 feet 6 feet 7.5 feet Setback Rear Yard 30 feet 30 feet 30 feet Setback Maximum 45% 45% 45% (both lots Building combined) Coverage Maximum Lot 60% 60% 60% (both lots Coverage combined Resolution 2022- Page 3 6. Outlot Use and Ownership: Outlot Acres Ownership Use A 1.54 Current Owner(Fenway Land Wetlands/Future Company) Development B 11.37 City of Hugo Stormwater management, wetlands, and right-of-way C 5.04 Current Owner(Fenway Land Future Development Company) D 8.30 City of Hugo Stormwater management/ Wetlands E 4.41 City of Hugo Stormwater management F 0.54 City of Hugo Powerline easement/Future Trail Corridor G 31.3 City of Hugo Public open space, wetlands, trail corridor H 1.68 City of Hugo Stormwater management I 1.70 City of Hugo Stormwater management 1 6.44 City of Hugo Stormwater management 7. The developer shall comply with the City standards for street lighting within the public right-of-way. 8. Prior to the release of the final plat for recording, the developer must comply with the following conditions. a. The developer must comply with all conditions outlined in the City Engineer's memos dated May 4, 2022. b. The developer must comply with Resolution 2022- , for the PUD. c. 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. d. A permit from Rice Creek Watershed District shall be issued for the ditch crossing for construction of Street A. e. The developer must obtain all necessary stormwater management and WCA permits from the City. f. The developer shall obtain all necessary local, state, and federal permits. g. The developer shall provide the Homeowners Association documents for review and approval by staff. Resolution 2022- Page 4 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 stormwater reuse agreement shall be reviewed and approved by staff and recoded at Washington County. j. The developer shall obtain approval from Xcel Energy on the crossing of the powerline easement. k. Details and specification for the trails and boardwalks shall be reviewed and approved by staff. 1. The developer shall work with the City on providing a landscape buffer from the pond from the commercial properties to the west. The buffer shall be reviewed and approved by City staff. in. Park Dedication shall be satisfied by dedication of 3.89 acres of upland on Outlot G and a combination of fee. A park dedication fee shall be paid for each lot platted in the amount of$2,023 per lot. 9. Prior to the issuance of building permits, the developer must 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. b. A Letter of Map Revision will need to be prepared and submitted for FEMA approval so that the existing floodplain boundaries and elevations can be revised per the plans. ADOPTED by the City Council this 6th day of June, 2022. Tom Weidt, Mayor ATTEST: Michele Lindau, City Clerk wsb May 4, 2022 Ms. Rachel Juba Community Development Director City of Hugo 14669 Fitzgerald Avenue North Hugo, MN 55038 Re: Shores of Oneka Lake Preliminary Plat Review WSB Project No. 019275-000 Dear Ms. Juba: We have reviewed the Preliminary Plat submittal for the Shores of Oneka Lake. We have reviewed the following information related to this application: • The Updated Shores of Oneka Lake Preliminary PlabPUD Submittal dated April 27, 2022 by Carlson McCain o 0 Phasing Plan dated February 25, 2022 by Carlson McCain U z Based on the review of the documents, we offer the following Engineering comments related to m this application: General/Access 0 LO 00 1. The subject property is located east of Highway 61 at 159t" Street and north of the existing Co Oneka Ponds development. N 2. Access will occur from the proposed roundabout project at 1591" Street and Highway 61 to the Ln ID west as well as from the existing street stubs of Goodview Avenue and Goodview Trail from the Oneka Ponds development to the south. 3. The Collector streets through the development(Street 'A' and Street 'AA') should be 32' face- to-face to match the existing roads (Goodview Avenue, etc.). 4. Applicant will need to install speed advisory signs on curves that do not meet 30 MPH z minimum requirements 5. Detailed redline comments have been provided on the plans and sent to the applicants engineer so they can be addressed in future submittals. a a Z Utility Plan a 6. As identified in the City's Comprehensive Water Supply and Distribution Plan, a 12"trunk CD watermain is proposed to be extended north from the Oneka Ponds development, through N the proposed site and both, connected to the 12" crossing at the 159t" St roundabout and stubbed to a future through street at the northern end of the site. 7. The construction plans identify this 12"trunk watermain being extended through the development to the northern property line, with the City of Hugo paying for oversizing costs. 8. The sanitary sewer will be connecting into the 10" trunk line at the southwest corner of the w development and will be serving the proposed development including apartments to the northwest as well as several lots on the eastern side of Highway 61/Forest Blvd. No = additional areas to the north will be served from this connection as the City's Comprehensive Sanitary Sewer Plan identifies them as being served from the north. w 9. The development to the south, Oneka Ponds, currently connects to the same 10" trunk line in Co an adjacent lot. The City is requiring, to avoid redundant connections and maintenance, that S:\Users\R_Juba\DEVELOPMENT PROJECTS\The Shores of Oneka Lake\Engineers Memo Shores of Oneka Lake Pre Plat-PUD-20220504.docx Ms. Rachel Juba May 4, 2022 Page 2 the proposed development reroute this drainage through their connection to the 10"trunk line and abandon the existing connection and pipe. 10. The applicant will need to provide an entrance and utility stubs extending south from Street AA/ 159t" Street for an access road on the west side of the development to serve several lots on the east side of Highway 61/Forest Boulevard in the future. 11. Applicant will need to coordinate with and get agreements for all encroachments and work within the large Xcel Energy easement through the site Stormwater Management/Wetlands 12. The site is proposing water quality requirements primarily through water reuse for onsite irrigation. The remaining water quality required will be provided by the stormwater ponds onsite. 13. The site is meeting rate control requirements through the stormwater ponds onsite. 14. Additional permitting with both RCWD and DNR Floodplain/FEMA will be required for the culvert crossing in the ditch. a. While it is not a public ditch, the private ditch is considered a Regional Conveyance System under RCWD's definitions and will requires a Rule G permit administered by RCW D. b. Proposed fill within the floodplain requires additional permitting with the DNR Floodplain/FEMA. 15. While the information previously reviewed confirms the viability of the stormwater reuse system, additional detail on the irrigation system is needed for review. Details on where the pump will be placed, where the intake pipe will be laid and at what elevation, in addition to the location of the main line for irrigation should all be provided as the project moves forward. 16. Additional detailed redline drainage comments have been provided to the applicant and will need to be addressed prior to the issuance of the stormwater permit. 17. The boundary for the wetland, that is part of Outlot E adjacent to lots 6 and 7, does not appear to be represented correctly based on the approved wetland boundary. 18. Applicant to clarify whether proposing a boardwalk to cross the wetland in outlot E in the northeast portion of the project area. 19. Applicant to clarify how is they are proposing to construct the north-south trail corridor 20. The applicant will need to address potential draining of wetland adjacent to the deep stormwater ponds. 21. The applicant will need to confirm that these wetlands are not US army corps jurisdictional. 22. Based on the proposed plans, the applicant will need to seek approval for sequencing, sequencing flexibility(if they can't meet sequencing), and wetland replacement. 23. Applicant will need to provide vehicle access routes to each outlot for future maintenance. 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 Nick Gui liams, PE Senior Project Manager cc: Scott Anderson, Public Works Director(email only) Liz Finnegan, Senior Engineering Technician (email only) S:\Users\R_Juba\DEVELOPMENT PROJECTS\The Shores of Oneka Lake\Engineers Memo Shores of Oneka Lake Pre Plat-PUD - 20220504.docx Rachel Juba From: Kratz, David (DOT) <David.Kratz@state.mn.us> Sent: Thursday, May 5, 2022 4:16 PM To: Rachel Juba Cc: Josephson, Adam (DOT); Tomasevich, Dmitry(DOT); Muhic, P Cameron (DOT); Schutt, Jake (DOT); Sherman, Tod (DOT); Festvog, Kaare (DOT) Subject: RE:The Shores Of Oneka Lake - Preliminary Plat Caution:This email originated outside our organization; please use caution. Hi Rachel, I reviewed and circulated the plans last week, and MnDOT has no separate comments on the PUD itself.The developer should continue to coordinate with Hugo, Washington County and MnDOT on the roundabout and related improvements to the US 61 and 159th St intersection. For MnDOT reference, this was review#P22-030. Best, David David Kratz Senior Planner 651-234-7792 david.kratz@state.mn.us MnDOT Metro District 1500 W County Rd B-2 Roseville, MN SS113 nrDRPARIMINT OF .1111A....R.ATIl... From:Sherman,Tod (DOT)<tod.sherman@state.mn.us> Sent:Tuesday, May 3, 2022 3:21 PM To: Rachel Juba <RJuba@ci.hugo.mn.us> Cc:Josephson,Adam (DOT) <adam.josephson@state.mn.us>;Tomasevich, Dmitry(DOT) <dmitry.tomasevich@state.mn.us>; Kratz, David (DOT) <David.Kratz@state.mn.us>; Muhic, P Cameron (DOT) <cameron.muhic@state.mn.us>; Schutt,Jake (DOT) <Jake.Schutt@state.mn.us> Subject: RE:The Shores Of Oneka Lake - Preliminary Plat Sorry Rachel: We did indeed receive the plans and we are scheduled to have the review completed and will send you a copy on May 6th Thanks,Tod i From: Rachel Juba <RJuba@ci.hugo.mn.us> Sent:Tuesday, May 3, 2022 2:24 PM To: MN_DOT_MetroDevReviews<metrodevreviews.dot@ state.mn.us> Cc:Sherman,Tod (DOT) <tod.sherman@state.mn.us>;Josephson,Adam (DOT) <adam.losephson@state.mn.us>; Tomasevich, Dmitry (DOT) <dmitry.tomasevich@state.mn.us> Subject: RE:The Shores Of Oneka Lake - Preliminary Plat This message may be from an external email source. Do not select links or open attachments unless verified.Report all suspicious emails to Minnesota IT Services Security Operations Center. Hello: I wanted to make sure that you received this email. I did not get a confirmation from you. Thank you. Rachel From: Rachel Juba Sent:Tuesday,April 26, 2022 4:42 PM To: 'metrodevreviews.dot@ state.mn.us' <metrodevreviews.dot@state.mn.us> Cc: 'tod.sherman@state.mn.us' <tod.Sherman@state.mn.us>; 'Josephson,Adam (DOT)' <adam.iosephson@state.mn.us>; Tomasevich, Dmitry(DOT) <dmitry.tomasevich@state.mn.us> Subject:The Shores Of Oneka Lake- Preliminary Plat Hello: Attached are the plans for The Shores of Oneka Lake preliminary plat.There has already be a fair amount of coordination with MnDOT with this project since they are planning a round-a-bout at 1591n Street. Please provide your comments on the plan prior to May 61n. It will be on the Planning Commission meeting May 121n Let me know if you have any questions. Thank you. RACHEL JUBA COMMUNITY DEVELOPMENT DIRECTOR CITY OF HUGO- MINNESOTA 14669 Fitzgerald Ave. N., Hugo, MN 55038 o: 651.762.6304 1 www.ci.hugo.mn.us 2 SHORES OF ONEKA LAKE PLANNED UNIT DEVELOPMENT AND PRELIMINARY P LAT Shores of Oneka Lake Planned Unit Development Preliminary Plat Submittal March 14, 2022 Planned Unit Development and Preliminary Plat Application Shores of Oneka Lake Planned Unit Development and Preliminary Plat INTRODUCTION M/I Homes has entered into a purchase agreement to purchase property located between State Trunk Highway No. 61 and Oneka Lake. The 1 31.66-acre site is proposed to include a total of 218 lots including 109 single family lots, 40 twinhome lots, and 69 villa lots. There will also be a proposed 100-unit apartment complex in the northwest corner of the site that is not being considered at this time that will be developed by a different developer. The housing types are clustered giving the sense of smaller communities within the overall larger neighborhood. Villa Homes are single family homes with association maintenance of yard areas and snow removal. These homes meet the increasing demand for one-level living with association maintenance. Twinhomes will also be association maintained. The association maintenance of lawn areas and snow removal provides the homeowner with the freedom to travel, own a winter or summer home, or more time for recreation. The mix of housing types and varied lot sizes provides for diversity and interest in the community. Homebuyers will have the ability to select from a wide range of floor plans, exterior materials, architectural features, and landscape designs. Careful attention is paid to ensuring the use of varied elevations and materials to avoid any monotony of architecture from the street. Exterior materials include vinyl siding and may also include stone or brick accents. Attached are elevations for the wide range of floor plans. The site is currently zoned R-3 — Single Family Residential and FUS— Future Urban Service. In order to provide a mix of housing types, M/I is requesting approval of a Planned Unit Development in order to allow for varied lot sizes to create diversity and interest in the community. ABOUT M/ I HOMES M/I Homes has been in business for over 40 years and has built over 130,000 homes in 15 markets within the United States. They entered the Twin Cities Market in 2015 by purchasing Hans Hagen Homes. Hans Hagen Homes was founded over 50 years ago and was one of the largest and oldest home builders in the Minneapolis market. Page 1 Shores of Oneka Lake Planned Unit Development Preliminary Plat Submittal MATERIALS SUBMITTED 1. City Application 2. Deed 3. Preliminary Construction Plans a. Cover b. Existing Conditions c. Preliminary Plat Index d. Preliminary Plat e. Preliminary Site & Utility Plan Index f. Preliminary Site & Utility Plan g. Preliminary Grading Index h. Preliminary Grading & Erosion Control Plan i. Details j. Lighting Plan k. Phasing Plan I. Landscape Plans 4. Traffic Study (Draft) 5. Building Acre Calculations 6. Product Type Key 7. Shoreland Exhibit 8. Floodplain Exhibit 9. Stormwater Management Plan CONTACT INFORMATION Applicant: M/I Homes of Minneapolis/St. Paul, LLC 5354 Parkdale Drive, Unit 100 St. Louis Park, MN 55416 763-586-7217 Engineer: Carlson McCain 3890 Pheasant Ridge Drive Northeast Suite 100 Blaine, MN 55449 SITE DATA PID# 17-031-21-14-0002, 16-031-21-22-0001, and 17-031-21-14-0001 Page 2 Shores of Oneka Lake Planned Unit Development Preliminary Plat Submittal DEVELOPMENT STANDARDS The proposed PUD standards are as follows: Standards Required Proposed Single Proposed Proposed Family Lots Villa Lots Twinhome Lots Minimum Lot Size 10,400 square Smallest Lot Proposed: 5,040 square feet Largest Lot feet (SF)/1 5,000 Proposed: 19,201 square feet Average Lot Proposed: square feet 1 1,503 square feet (Twinhome) Minimum Lot 80 feet (SF)/100 65 feet 52 feet 86.7 feet Width feet (Twinhome) Front Yard 25 feet* 25 feet* 25 feet* 25 feet* Setback Side Yard 25 feet 25 feet 25 feet 25 feet (Street) Setback Side Yard 10 feet 7.5 feet 6 feet 15 feet (Interior) Setback (between buildings) Rear Yard 20 feet 30 feet 30 feet 30 feet Setback Maximum Building 30% maximum 45% 45% 45% (both lots Coverage combined) Maximum Lot 50% maximum 60% 60% 60% (both lots Coverage combined) *We will vary front yard setbacks along long, straight roads as much as possible to create visual interest along these stretches. It should be noted that M/I requires a reciprocal easement provided between two properties with side yard setbacks of less than 7.5 feet in order to allow access for both property owners should they have improvements that would require access to the adjacent property. The villa lots would have these reciprocal easements. Please see below examples of other communities that M/I Homes of Minneapolis/St. Paul, LLC have been approved for four- to six-foot side yard setbacks. Page 3 Shores of Oneka Lake Planned Unit Development Preliminary Plat Submittal North Creek (Farmington) ti r Woodland Cove (Minnetrista) wo ra S Page 4 Shores of Oneka Lake Planned Unit Development Preliminary Plat Submittal Carmichael Ridge (Hudson) Inwood Estates (Lake Elmo) 16 4 J 11 .Tn Page 5 Shores of Oneka Lake Planned Unit Development Preliminary Plat Submittal PRELIMINARY PLAT STREETS AND UTILITIES From Forest Boulevard North,the site will be accessed through a street that will align with 1591h Street North. From the existing development to the south, Goodview Trail North and Goodview Avenue North will continue north. The site will utilize stormwater and irrigation reuse; no water will infiltrate into the lake. We have worked with City staff to revise our stormwater management plan to a layout conceptually acceptable to staff and will work on additional revisions that may be required. We understand that there is an irrigation ban for drinking water and therefore have incorporated as much reuse as possible. A 1 2-inch watermain will be extended under Highway 61 to the west. All streets will be public streets. WETLANDS The site has 25.89 acres of wetlands and will include just under one acre of wetland fill for which we will be purchasing wetland credits. We have had a pre-application meeting with the Technical Evaluation Panel, and they were generally satisfied with the proposed wetland replacement areas. FLOODPLAIN There is a floodplain resulting from a ditch extending approximately north-south along the west side of the development. This floodplain extends into some lots within the development, and we will be working with the City to request a CLOMR/LOMR to remove these areas from the floodplain. PARCELS TO BE INCLUDED There is a 50-foot-wide strip of land previously owned by Xcel Energy that has been deeded over and included in the plat with a powerline easement to provide sufficient width for the powerlines on the property. Additionally,there is a 16-foot-wide strip of land to the southeast that will be included in the plat if title can be established. We ask that the inclusion of this parcel with this plat not be a condition of approval, as we do not have ownership of the property and therefore have no control over it. We will assist in whatever way we can to clean up the title work but ask that the City take the lead in working through this process as we have no interest in the property. PARKLAND The development proposes a trail running north-south on the east side of the development adjacent to the lake. The proposed design creates a buffer between the lake and houses, allowing the usable open space of approximately 3.89 acres of upland adjacent to the property to be enjoyed by the public rather than solely residents on the shoreline. Because this outlot will be owned by the City, the trail and upland portion of this area provide ample opportunity for recreation for residents. There will also be amenities such as city-owned docks and benches provided. The trail will end at the city-owned property which is adjacent to Oneka Lake Park that is planned to soon become part of the park. The trail will also connect to the development with boardwalks. Page 6 Shores of Oneka Lake Planned Unit Development Preliminary Plat Submittal LANDSCAPING /TREE PRESERVATION The landscape plan provides a total of 524 trees with 461 deciduous trees, 52 coniferous trees, and 1 1 ornamental trees. 432 trees are required for the site. Those yards that are wide enough have two trees in the front yard, and those yards that are not wide enough have a tree in the front yard and one in the back. White pines are proposed in lieu of deciduous trees where it'd be beneficial for screening and blocking headlights, mainly on some of the end and corner lots. The yards nearest to the properties to the west will be buffered by both the ditch and existing vegetation. There are also trees provided near the entrance near Street AA adjacent to the pond on the northwest corner of the site. The tree preservation plan shows two separate woodland areas as well as a plantation area. Of these areas, 20% of the area within Woodland Area 1 will be preserved; 0% of the area in Woodland Area 2 will be preserved; and 1 2% of the area within the Plantation Area will be preserved. ROUNDABOUT The project will include construction of a roundabout on Trunk Highway 61,the design of which has not yet been formally approved by Minnesota Department of Transportation (MnDOT). MnDOT has been generally supportive of the proposed design, and the level one layout will be reviewed at the March 16, 2022 Metro District Layout Approval Committee Meeting. COLLECTOR STREET Goodview Avenue is designated as a collector street on the City of Hugo's Comprehensive Plan. We have worked with City staff to come up with a design of this street so that a minimal number of lots have entrances on this street. ENVIRONMENTAL ASSESSMENT WORKSHEET In 2006, an Environmental Assessment Worksheet (EAW) was completed for the subject property. The proposed development at that time included 975 single family and multi-family residential units on 369 acres. The newly proposed development, with 218 units on 131.66 acres, is much less impactful. The EAW determined the following using the criteria for determining the potential for significant environmental impacts: • Wildlife Habitat: The previous design provided a buffer from the lake which was implemented to address the impacts on wildlife. The newly proposed design also provides a buffer. In addition, we will prepare and implement a Blanding's Turtle Avoidance Plan; have had a tree survey prepared; and have minimized impacts to woodlands and wetlands through design and layout. • Water Consumption, Wastewater Generation, Stormwater: The reduced number of units will have less impact on these. • Wetlands and Floodplain Impacts: The previously proposed project impacted 3.76 acres of wetlands. The newly proposed project impacts approximately one acre of wetlands. The proposed project will also impact less area of floodplain. • Traffic: With less units, less traffic will be generated. • Cumulative Potential Effects of Related or Anticipated Future Projects: Outlots A and C will be owned by others and are likely to develop in the near future. There is no certainty of if or Page 7 Shores of Oneka Lake Planned Unit Development Preliminary Plat Submittal when the other parcels to the north will develop, though the proposed project will certainly facilitate this development. • Extent to Which Environmental Affects are Subject to Mitigation by Ongoing Public Regulatory Authority: We will be obtaining the necessary permits to help mitigate impacts. • Extent to Which Environmental Effects Can be Anticipated and Controlled as a Result of Other Environmental Studies Undertaken by Public Agencies or the Project Proposer, Including other EIS's: The environmental effects of the project will still be anticipated and controlled as a result of the environmental review, planning and permitting processes. DEVELOPMENT SCHEDULE Construction of the initial phase of the development will start in Summer/Fall of 2022. We anticipate a total of three development phases. A phasing plan has been provided with the submittal. Construction of the roundabout will commence with Phase I, however, due to the Minnesota Department of Transportation (MnDOT) approval process, and because we are in the process of applying for a MnDOT Local Partnership Program (LPP) grant, it is anticipated that the roundabout will not be completed until summer of 2023. With the approval of Phase I, we will provide a Letter of Credit that will include the cost of construction of the roundabout. We are asking that we be able to start on Phase II in June, which will likely be prior to completion of the roundabout, with the condition that certificates of occupancy not be released until the completion of the roundabout. Following this process would not result in additional traffic to the development until the roundabout is complete. PRICING INFORMATION AND SIZE The single family lots will range in size from 1,752 square feet to 3,577 square feet, and sales prices will start at $480,000. The villas will range in size from 1,734 square feet to 1,935 square feet, and sales prices will start from $420,000. The twinhome will be approximately 2,000 square feet and their sales starting price is $390,000. RESTRICTIVE COVENANTS Shores at Oneka Lake will have an HOA that will provide for the maintenance of the overall common elements in the community, including landscaping and irrigation of the common areas, snow removal from sidewalks and private streets, and exterior maintenance. The villa and twinhome homeowners will pay additional fees under the HOA that provide for a higher level of maintenance, including lawncare in the summer and snow removal in the winter. The HOA will also provide for restrictions on outdoor storage, parking (no boats, campers, or trailers) in order to keep the community looking orderly and well maintained. OUTLOTS All outlots except outlots A and C, which will be owned and maintained by others, will be dedicated to and maintained by the City. An access easement will be dedicated behind Lots 20 and 19 and to the north of lots 21, Block 16 to provide access to Outlot J. Page 8 Shores of Oneka Lake Planned Unit Development Preliminary Plat Submittal PLANNED UNIT DEVELOPMENT The City of Hugo allows Planned Unit Developments (PUDs) to offer enhance flexibility to develop a site through the relaxation of most normal zoning district standards. The proposed development will provide a mix of housing types, internal transfers of density, and construction phasing. The allowed flexibility will result in a significantly higher quality and more sensitive proposal than would have been the case with existing zoning standards. We believe that the development meets the City's PUD criteria in the following ways: (1) The establishment of PUD zoning districts in appropriate settings and situations, to create or maintain a development pattern that complies with the Cty's comprehensive plan. Comment: The proposed development complies with the Comprehensive Plan in that the properties are guided for Low Density Residential, which allows a density of two to three units per acre, which can be increased up to four units per acre with a PUD. With 1 31.66 total acres less 25.89 acres of wetlands and 7.12 acres of floodplain, the property has a total buildable acreage of 98.65 acres. With 218 units, the net density is 2.21 lots per acre. Additionally,the Comprehensive Plan calls for a greater variety of life cycle housing, which is provided in this development. (2) The mixing of land uses within a development when such mixing of land uses could not otherwise be accomplished under this chapter. Comment: The standards within the R-3 zoning district (particularly the setbacks and maximum impervious surface) would not allow for villa or twinhome lots, as these are meant to have smaller lots with less maintenance. (3) Variations to the strict application of the land use regulations in this chapter in order to improve site design and operation, while at the same time incorporating design elements (e.g., construction materials, landscaping, lighting, open space, etc.) that exceed the cty's standards to offset the effect of any variations. Comment: The site plan clusters the housing types giving the sense of smaller communities within the overall larger neighborhood. The development will offer a variety of housing options with quality construction materials with careful attention paid to ensuring the use of varied elevations and materials to avoid any monotony of architecture from the street. Additionally,the development proposes amenities available to residents along the lakeshore including docks, benches, and trails along the lakeshore. (4) 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. Comment: The development is sensitive to the wetlands on the site and will result in the construction of a roundabout connecting Trunk Highway 61 and 159th Street to Street AA of the Preliminary Plat. This roundabout will promote safer traffic circulation at this intersection. Additionally, the proposed design is moved back from the lake, providing open space dedicated to the City along the lakeshore that will provide opportunity for passive recreation by residents. (5) Preservation and enhancement of natural features and open spaces, including but not limited Page 9 Shores of Oneka Lake Planned Unit Development Preliminary Plat Submittal 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. Comment:As previously mentioned, the development preserves a majority of the wetlands on the site, requiring less than an acre of wetland fill. Additionally,the site preserves the natural buffer on the south and west side of the development and open space along the lake. (6) Maintenance or improvement for the efficiency of public streets and utilities. Comment:As stated,the development will result in the construction of a roundabout on Forest Boulevard North. Additionally, a 1 2-inch watermain connection will be provided from the development underneath Highway 61 to connect to the west with a casement pipe underneath Highway 61. There is also a proposed minor collector road that would connect to future development to the north. (7) Establishment of appropriate transitions between differing land uses. Comment: The property is surrounded by single family homes to the south, and the development will provide a buffer between these single-family homes and twinhomes within the development. Industrial uses are to the west, which will be buffered with existing vegetation. The property to the north is vacant agricultural land, and there is a buffer between the development and the lake. Page 10 Shores of Oneka Lake Planned Unit Development' ELEVATIONS SINGLE FAMILY T HOMES *07 I� - ru +iari 1 V : II Shores of Oneka Lake Planned Unit Development Preliminary Plat Submittal VILLA HOMES Amu4 w„ it 1. 1111�r:�®lVl' s� - �+i :k ' IN N■I ✓ 1 1 ML IN Page 12 Shores of Oneka Lake Planned Unit Development Preliminary Plat Submittal T W I N H 0 M E S Y t ' 4. r r ■ Page 13 SITE DATA 109 Single Family 69 Villa Lots 40 Twinhome Units s J 4 � f r r + F Total Number of 21 1 o 8 Apartment Units 100 U Total A ti p " Total Units 318 Total Site Area AC. 131 .66 ► 2 Gross Density Units AC. .42 A I 1 1 � y � � > J J I � 1 � I ll � � � � 0 I a �� F ► •�ar �.—=�� � �I�� I T _t % � � � ♦ � � ! ., `, � STREET �' 1 ,v STREE AA01 [j � ' � ]� � II Ili � � �� � �� � �� ,'� ,► 32 � 1 , I I 1 1 LAKE ONEKA DNR PUBLIC WATER 82-140P Natural Environment Shoreland Classification r I t + Q r r ❑ r -f OHW = 931 .2 FT do 1 - I '.lam � ----_ - - / ► 1 - 93 l\ —__ n � I M 1ip 1 S I �� \ LI \ 1 CARLSON M ___CA I N VICINITY MAP THE SHORE OF ONEKA LAKE HUGO , MINNESOTA / � � \ ` —/ / 165TH STREET N k - 1 1 OIYf LO'T F ' SITE r . 8 OUTLOT G x Lai2 2 / / 3 / ONEKA 2// , + 4 / / LAKE 3 w 2 x x _ \ 1Y 3 r/ s 5 \ — X _ 4 cn 4 4 \>1 X l // /r' IQTOODWE --7,P0 CVO 5 6 RAIL 1,'v 6 2 m 6co 3 7 3 2 - -- , N r §�li 8 / / k FRE CHMAN R/ 4 / \ / AD / /rr/ OUTLOT E 3 ' ''' LRAKE II � ll Ilg I / /10 / © 5 / 1 /I I LEGG AKE 4 1 6 J ' ' ll I�eO ^ \/ r/r 2 7 5 g MH , r r/// 3 6 ( NOT TO SCALE, 8 /l OU C / �I / / / / m m �, g , , , I I IIII I , �OU TLOT A J / / OUTLOT D \/ / 18 6 10 �' . I 1 1/ / I,III I , I OS� �7 / ,/ , , / STREET IF i �� O� �� CJl // l / / /i/ / 16 OUTLOT G/ \ �� 1518 19 I/ 20 21 22 1 STjgEE _ y �' /% = = = _ _15 A STREET AA 1 / / / / // 14 15 16 17 _ 1223 14 3 24 2 / 10 12 39 38 25 3 9 11 37 -\,� z 6 8 10 440 OUTLOT B 26 4 7 g 7- 8 1 / /1 36 27 5 J 7 42 � 1I r ill ll ll, / i/ ��/ 1 1 / ,r,/ 4 6 35 28 6 1 I" /�/v / 1 2/ 5 34 29 °� / 4 OUTLOT H 43 7 1 0 � `4- ii 3 440) 12 30 8 2 2 33 P 45 32 11 ' 0 1REET 46 s 31 1 4 /I UT T I// OFF I 5 r r i// 1 2 3 12 47 Tc 10 , N 7 �,� / // 5 51 50 49 48 / ,/ 9 13 II � 3 4 2 J . I 12 -ca - 11 I I / / 20 19 - \ , \ I 0 75 150 300 II 0 \ II II I I /j/ 1817 16 15 14 13 12 11 10 9 8 7 OUTLOT G I i I (IN FEET) OUTLOT G I I BENCHMARKS ❑ I I I I 1 Minnesota Department of Transportation I i I , I I Geodetic GSID Station No. 41919 Nae: . STREET D m ,/�� / 10 / I I — — — �/ I II / 1 — I II 2. 430M) — Elev.— D 933.90 ft. (NAp 88) " I I Minnesota Department of Trans ortation 18 2 1 2 14 1 6 20 �� � \ i Geodetic GSID Station No. 33703 (Name: 9 11 15 17 19 I PEARSON MNDT) — Elev.= 934.71 ft. 13 I I (NAVD 88) / 17 ,� 15 4 7 22 / SHEET INDEX 23 5 6 / I, ' ' 1 . COVER ,/� 6 16 z 16 4 1 �\ I 2. EXISTING CONDITIONS � , ,i 7 24 I � l � �G 5 OUTLOT J \ I 3. PRELIMINARY PLAT INDEX 8 �`` 5 I � ` ; , 4-8. PRELIMINARY PLAT CALL BEFORE YOU DIG — I I \ �, g 3 6 OUTLOT G C2 4 25 ; \ I 9. PRELIMINARY SITE & UTILITY PLAN INDEX / � I i , l 26 a , , 10 11 . PRELIMINARY SITE & UTILITY PLAN 2 W ' \ 12. PRELIMINARY GRADING INDEX • © i x� I I I it , 10 w 7 , I \ � , 27 U) I I \ '� I , I 13-19. PRELIMINARY GRADING & - - - I EROSION CONTROL PLANS _ \ ll ' 20-21 . DETAILS Know what's below. \ 4 �� I I o �I i� �\ 1 J \ J \ 47 I;; w '� ' I LP1 . LIGHTING PLAN Call before OU dig. �3 /� / ��8 I ' 1 �� III Iz ( ;�� P1 -P2. PHASING PLAN Y 9 / hs L 11 III , \ O \�r� 1� /1 < 10 I III la � I L1 -L4. LANDSCAPE PLANS \ I \ 3 I The subsurface utility information shown on this plan is utility J \ \ I ( \ \ 161 �`\�/ \ I , 21 III w� / T1 -T5. TREE INVENTORY Quality Level D. This quality level was determined according to \ \ 43 \ 44 \�� 22 19 \ `` 9 \ 0 0 the guidelines of Cl/ASCE 38-02, entitled "Standard Guideline 42 \ \ > 2 I O O 12 l 3 00 for the Collection and Depiction of Existing Subsurface Utility / \ \ / I / I 0 Data.' 3890 PHEASANT RIDGE DR NE Rev1. 2/ o/S: M/I HOMES OF MINNEAPOLIS LLC CARLSON SUITE 100 I hereby certify that this plan, specification Print Name: Brian J. Krystofiak, P.E. Drawn: KRO 1. 2/25/22 Revise Layout per City Comments. 1 ENGINEERING or report was prepared b me or under m 2. 4/27/22 Revise Layout per City Comments. BLAINE, MN 55449 p p p y y y p y THE SHORES F N E KA LAKE SURVEYING direct supervision and that I am a duly Signature: // Designed: BJK 3. 5/4/22 per City Comments. of TEL763.489.7900 - -� 5354 Parkdale Drive, #100 COVER C ENVIRONMENTAL FAX 763.489.7959 Licensed Professional Engineer under Hugo, Minnesota i CARLSONMCCAIN.COM the laws of the State of Minnesota Date: 10/21/21 License #: 25063 Date: 10/21/21 St. Louis Park, Minnesota 55416 1 Save Date: OS 04 22 1 fAiobs\8861-8880\8869-dell webb-hugo\cad c3d\engineering\preliminary\8869_cover.dwg #8869 Intersection with the Easterly right of way line ° ' " _ S89°08'00"� ° _ In State Trunk Highway to 61 and the North North line of the Northeast Nv=s27.2 1/ inch -� �$8 09 W Northeast corn r a Section —� LEGEND \ -Quarter of Section 17, Desc.=2011.20 S33 iro pipe 7 \ _\ North line of Gov't. Lot 6 Section \ l / / line of Section 17, Township 31, Range 21 I / Township 31, Range 21 - Mess.=201D.76 -24" cMP RL 17531 329.93 • 1Z32Few a v awns (/ O Denotes Washington C Section Denotes Television B - nsMjT3 Range 21 1011.07 - 16 T hip 31 Range 21 S89o08' 6'" r+j TV _ • - eno es as in ton County ec Ion Monument - eno es a evision Box 329.9 y - - - - -- - __ • __ _ _ _- - Meas.=1680.83 �INV�6.� ( / / S88°46'09"W /—sap_ __ \ //� _ �ry� _ - Denotes Found Iron Monument B t Hole Desc.=1680.95 Int rs ction with the Westerly line of e / I \ \ To 19 of SSEtio 16, o' "> / D t F d I M t rH - Denotes Soil Boring/Test Tes o e 1 `/ °r- �ba Township 3Iy,IRar{ge 21 9/ Eat if o the East Half of the East alf / I 1 / tility oles an overhead utility lines \\North Quarter Quarter corner of Section ofth Nor heast Quarter and the North / / nng s th>e erly of easement line / O - Denotes 5 8 inch b 14 inch �e ue 17, Township 31, Range 21 / I I ling f Se ion 17, Township 31, Range 21 N / /e �g32- / y - Denotes Underground Electric 69 I q T \, I /.J / oc� ea / rebar, marked with RLS 40361 - Denotes Underground Gas ' D 33$`' / I = L_1.� 1\ eA 1 L_1 / i J °4Q��°5 / �_ -934- \ \ \ >I /, / 7 = Denotes Light Pole OG• O• / aD a� / \o°o° <° /) \ I °f° - Denotes Underground Fiber Optic I e pPRCE`PER / I o 0 oe Denotes Miscellaneous Sign °he - Denotes Overhead Electric — — — — — — — — — — — — — — — — — — — — — — — 5e�o�eyQ�6t� , 0 - Denotes SanitaryManhole / I r N Detail A � ` I w= � / ( 1 \� /// // Leo 5ky6o ^ ,) / (/ �/ / / SMH ----� - Denotes Watermain West line of the East Half of the T I y ego \ \ / I I ( ) East Half of the East Half of the- i I I I o ° a� /` --/J °�� 0 \ / / - Denotes Storm Manhole _- ' NOT TO SCALE PARCEL PER DOC. NO. 338569 Northeast Quarter of Section 17, O to \ w o"M O I // � „----- too I srMH ->--->- - Denotes Sanitary Sewer Township 31, Range 21 op I / w o O �!/ /e 0 �� \ 1 / 0 - Denotes Flared End Section �h cV / / = 777 ° ' i Es --» - Denotes Storm Sewer Southeast corner - / (0 r I / o a N � / I / .\ l HYD L I _south line as described as described in - o a = �p / I / \ 1 - _ �1 / � - Denotes Fire Hydrant x - Denotes Existing Fence 1d ' cD in Doc. No. 338569 f_ Desc.=1815.02 Doc. No. 338569 J�� N l� r _° ° °p / \ /` r / �L 1 9 th Porles cD Ito I - -L Meas_=1815.25 _ / l o o \ I / �° e/ cv 3 N / ° / \ / ya/ I / D4 - Denotes Gate Valve I ll / 3 — / l \/ 6/ /o,"'� / - Denotes Concrete Surface r? I I _---464.92 -�i 3 4 in r ( / I"\1 I �' o ` 1350.33 // iron pipe I r / / \. ///�,,/j I , \ I °'� 95e,/ // / - Denotes Guy Wire Northeast corner S89019'20"W I / \ as described in 102°15' / / / / / 00 Doc.described 400503 / o I ( "ti / `l� / PP - Denotes Bituminous Surface 4 / / // / ta t �o l Jl `� - Denotes Utility Pole � - - - - - - - - - - - - - - - - - - - - - � l o - Denotes Mail Box 1 ` f I N MB Denotes Wetlands delineated by p ` �/ / / /°mNI /' °°°' et h� 000` I \ �' \ / / / I I > M 7 / / / e o 0 0 / / J K'olhau Environmental Services ll / 1 rn.`M Obi /, k�`L / TB J 9 , Se . U J =�z / °c``ao�°"°real ❑ - Denotes Telephone Box Company in 2021 J 1 ff l _ 2 / c° EB / / ! esc.-1815.0 De 1 / o y o _ - o e _ Meas.=1815.25 / I 0 °o // - pet I I / / I� ❑ Denotes Electric Box /0 � - - - - - - - - /I�A /`r00l / / a - Denotes Existing Contour _ , 11/ / I� � � • � �-- � South line as described S89°19'20"W � � � /' in Doc. No. 338569 of 3 4 in h iron pip / / l 1350.33 � / � � J ✓ �� / / / / /^I�'�v / / Temporary co struction / �� n - T I IF- It - 464.92 AIL easement per ocument / I / 'V Northeast corner 102°15' _ _ No�346537 to be U 1 r�L_ \ ' — 11 l BENCHMARKS M / Lam' 1 / as described in--T i c I� a ed)—Doc. No. 400503 oe� � / �r�777sed7vo' � / / /� � / / /,� / 0 75 150 300 1. Minnesota Department of Transportation 2. Minnesota Department of Transportation I n / ° O / / \ / / / Geodetic GSID Station No. 41919 Geodetic GSID Station No. 33703 PAIQCEL PER DOC. NO. 400503 O i� ° / I l I 1 I l l / / c / I I / (Name: 430M) (Name: PEARSON MNDT) OD A P3 / / °j �` Elev.= 933.90 ft. (NAVD 88) Elev.= 934.71 ft. (NAVD 88) �i O o Easterly line as ol.(� O� o c�7 -o oc m ec / 1 /r I-j- / I e� �� O described in Doc. ^ O l / eF vo�\ / eQ�°o�c o // / / I I / _ �)1\ I A Ar_� M� / ( SCALE IN FEET ) J O I C� / V L_1 If VIL/1 No. 4005 I �� I "� o _ I ^ m _South line as described �a 4/ I I I ;` FL i in Doc. No. 400503 So theast corner as_ .\ t / // �o° y / described oc. No.� 2T S 3�`.1 W 4005 3 � l \ r � / a / r�;�c���S ( \ I T 1 /^oo`o�k L_ \J - - - - - - - - - - - - - - - --- - - - - - - - - I ,a ° 464.92 eobye� I I I i r _ I I ° Existing fence t0.5 i( \ / / / yet e° l I 0` 1 \ � I f feet North of line North line as described in 1 2 Inch 1 ^ / / L / o o n I d� '-Doc. No. 319846 �i on pl \ I \ / 1\ I/1[)T 1 I r_- A �\ T / l / / / o�he�\1 f �� �n \, I I / t for �� °et O N ( ; - RLS 41 78 (^ 1 V L/I�r 1L_n / / \ey e° ( II / I 40.00 foot wide easement Existing fence on_�/If •;9 i �°a Jl J aj000 /� / public utility, sanitary sewer, \ �p°fie 5S \eo r �> 4 g line, more gr'fess o es ' SOD (i / / / / / �� g I \ / V ' I P 1 /T — — / I / e°ye dk6alte a� I�_ IV09 35 49 / 1 / / J, cA ° g3 water purposes per Document 1 / / °. \e / � a Northwest corner Northeast corner / \� I > Nto.r3260306 and municipal 1 I J o 4 r d o Doc. No. 319846 ? J \ / °a m as described in as describ InCD ,�o/ ��_ � Doc. No. 6✓ aster line as described in ° M \ l / Im oc. 319846 �/ / / / t 0 0Nb \ ° — I / �\ j M -95��'BCEL R DO NO. 319846 0 / _ 9 / I / ' - / \ o� l I / O J / o ' �`co�e° \ - ^T 1 I r- .J rl l 20 50 'r 40 50 �I yQ o.\� /1 I - / \ I I I / i 9285etcoxe Qa L_ r 7/-1 L l65 Sattheost corner as described / / construction�t rn _in�Doc. No. 319846, / porarY er Documq / 0ret°c� ore / 1 " ( �v'� I / f / / I /� I ° ° c ° q oo 3 z also the Northeast corner as i ment p b 0 of Q t J 11 ! °N m o °" ° IN 464.9� 1 �G\ \ 'ease ---- I I (� / I p�Oo escribed in Doc. No. 340482) / / No. 3465376 ted) // ��'�G°owe / ° a z ° ro J ° a o v ° } on ^ �^ Q / -� '•0 / / / /c°°,t� / / \ / 34 );p °off / / / ` I I / ' / I I z 2 1 a v'3 o'_-° I� o ? I \ / tJ°oc // / // a 0 / / / a \932� �� / /1 � / I o 0 6 a)c^o o a-a? 1 -a In / I c N ° E 0 1 n� o 6 I °c'n 1 \ I �ovo O °QetO� e1 0�y / / o\ Q°tl° = n c �E� �y�/q. / Ir\ m Ot oo/ / ae ec A °t °tP 0 1 p0 p� 1 ° o R� / I / Q o ° o ° I �¢ O O J of ec�5�o I �/ �. 00 AVY / ° o� G 00 \1 �_ - rn I o 3 °' P A 1��./E�/ / I E a 1 o a \ I o I Fes' I r b 0 / wN II vm n a 1 ° \ } °�O e�ey ��O ea\ ' j/ °o e e ' c °c �L ��^ / ° a° I I w e �4 /' 40 O e° eoe/ / / /k�oAh�� / ' ec� ate° ••J 11 w \ N uvi `o 0 0 0 °j� n l � �� o°(n 9 °o z °oo l o� / � I I I 1 50 i - 50=- 50 U /I t / / 0. / ° ee et °' ea z s \ N p a o- o / 1 r ° ° 5 Detail B - - - I / C� �, °, — � — - - - - - - - '\ � � o � �e f / rn / ___>Q et to (' ,q o I o a� _ / \ / ' I " ') 0 1 - r E M / I (Scale: =5U 20 20.00 ft. wide easement_ O o a`a I/ I r N per Document No. 836408 PARCEL 3 r \ =q) a0) f Y — - - - - - - - I �� O I PARCEL PF�R DOC�IVb. 340482 J O / / / / I °= I to o c I I I a F� er Cj `OWooti I I II II I C7 L — — — — — — — — — — — — — — — — — — — — — — — — — — — — J ) I 0 S / ) 3 2 I I �, PROPOSED PROPERTY DESCR/PT/ON. PAR�FL 1 I `�� \ ) aj 0 PARCEL 1: /9�2� �� ✓ r� / / ''� � /-\r— TI Ir_- �\ _ _/ I I V o All that part of the Northeast Quarter (NE 1/4), lying East of Minnesota Highway No. 61 of Section No. 17, Township 31 North, Range 21 West, in the City of a I r \ - I - I I _ Hugo, County of Washington, State of Minnesota, described as follows: Southeast corner Iys describe�in Doc. I / o \ \/1 I r 7L_ 00 - �> /N /No. 340482, (also fhe Northeast L•g3rn��\ l I I �- -� / / , , �� f \930� �_ I I I 00 Commence at the Center of Section No. 17; thence East along the East and West Quarter line for 157.4 feet to the point of beginning of this description; as described jn-B6c. No. 274865) \ 1/2 incA 1 I \ - thence continuing East along said East and West Quarter line for 2152.E feet, more or less, to its intersection with the West line of the East Half of the East iron pip ,� �-— °r 93 ,lllc O 1 AS• _ / I \ ¢ to Half of the East Half of the Northeast Quarter (NE 1/4) of said Section No. 17, as described in Book 74 of Deeds, page 174, Document Number 50181; y 464.92 66t / / °\ i � �� '�-��. z U thence North along said West line of the East Half of the East Half of the East Half for 1971 feet, more or less, to the Southeast corner as described in Document Number 338569; thence West along the South line as described in said Document Number 338569 for 1350.10 feet to the Northeast corner as e ^ \ I I I I I w described in Document Number 400503; thence Southerly along the Easterly line as described in said Document Number 400503 for 300 feet to the Southeast corner thereof; thence West alongthe South line as described in said Document Number 400503 for 464.92 feet to the Southwest corner thereof. This point I co 3Q-\ \ YYY �/ or �32- f� l /" , I \ \ N also being on the Easterly right of way line of Minnesota Highway No. 61; thence Southerly along said Easterly right of way line of Minnesota Highway No. 61 J for 61.4 feet to the Northwest corner as described in Document Number 319846; thence East along the North line as described in said Document Number 9 LIJ o�la I 2 ¢ 31984E for 464.92 feet to the Northeast corner thereof; thence Southerly along the Easterly line as described in said Document Number 31984E for 300.00 2 / , I / feet to the Southeast corner thereof. This point being also the Northeast corner as described in Document Number 340482; thence Southerly along the '0 LvcV ��� I\ \ f •�L / 1 I I I %: Easterly line as described in said Document Number 340482 for 600.00 feet to the Southeast corner thereof. This point being also the Northeast corner as 3 / �' N ¢ described in Document Number 274865; thence South along the East line of said Document Number 274865 for 393.62 feet to the North line of Document r 1 1 n )T r-�) I I / /� / Number 220825 and Book 246 Deeds, page 567; thence East along said North line as described in Document Number 220825, and Book 246 Deeds, page °e L L-932. L_ w _ - ya I I I I� 1 p Z P 9 9 P 9 I PARCEL PER DOC,,NO. 274865 ` 0 It ) \ ��i(lJ/-1 I \ I L_I \ I -� I I \ A �J > � 567, for 25.99 feet, more or less, to the Northwesterly line of St. Croix Falls, Minnesota Improvement Co., now known as Northern States Power Co., as _� N II �� \ I t - - _ _ / ^ I 1 \ I I O described in Document Number 33210, and Book 60 Deeds, page 553; thence Southwesterly along said Northwesterly line of St. Croix, Minnesota Improvement o°p L/ 1 / \ ` �- - \ \ n I I Co., now known as Northern States Power Co., as described in Document No. 33210, and Book 60 Deeds, page 553, for 700.4 feet, more or less, to the o w point of beginning. h I ~ � '934• in f the easterly Ine , � o l /fIJ � 1 I w ' as des�r+ ed m Doc. No. EXCEPT the property contained in Document Number 869311. I 2748 5 ane North line as - �� / V 1 1 described in oc. No. 220825 ��� / I / I I \ I �932� N ¢ f I \ / / �3 I C, o PARCEL 2: and �pok 246 Deeds, Page 567 ��\\ / o/ / / /I J�` "/ �� I I / 2� \ 1 ` I II North Ilne\\s described in-� \ // / 20 / V �\ I \( ' / II 1 Government Lot Six (6) in Section Sixteen (16), in Township Thirty-one (31) North, of Range Twenty-one (21) West, excepting therefrom the South One (1) 0u� Doc. No. 2 25 and Book \ 1/ inchI 246 Deeds, paje7 re or // co o ( / \ I / �\ / ) / I I O rod thereof. Wdth q _ F— ­9D c.-t25. 9�-�% .! / / rJ / I r N II I zLU PARCEL 3: 22�g2 N89�32'46'E for /// \\ .00 foot wide ponding, drainage !- 934 I \ QP�No 26 3__ / / ' // - and flowage easement per Document \_ ' \ / ^ r ^ ;.T 1 1 ^ I ll c / I w The East Half of the East Half of the East Half of the Northeast Quarter (E 1/2 of E 1/2 of E 1/2 of NE 1/4) of Section Number Seventeen (17), in BOG• o , �, \ /�� ' AgRj / / Nos. 3465376 & 346255�4 \ /1 1 /-1� 1 r�/-IL_1 \\ I �� o`z°� I I I � a Township Number Thirty-one (31) North of Range Number Twenty-one (21) West, containing Twenty (20) acres, more or less, according to the United States Snnd � / Temporary construction /9 h - (Y� \ / \ I ° 1 I I I = Survey thereof except the South rod thereof. \ 1 / R -easement per Do ent o °w I Northwesterly line of St. Croi aUe-kfi �� / o/ �j r\Q� 1 \ I u a ° c N I O y P Im rov men o., now own as Northern States �� / i h - /-�� �/ / ) °A ° (abstract property) \ / i 34 76 t,,eebte� ���� / \�` 0 0 0 0, \ f P �klr ( J \ / I \ I ry I I Power�o., as�IescribZd in Doc. No. 33210 ��4N �1 �\ O Book I Deeds\paypy553 33 / e - 1 �/ / released/va�at�)p I r 1 , M / Point of intersection of the Ea4&West Quarter ' \ N R=54� / line and West line of the E half of the North line al the South One Rod of c / �k'� the East Half of the East Half of the East hal of East half of the Northeast--- _ m d o - / < -< to"PVC<-� - I I/ \ / \ of East Half of the Northeast Quarter I (v z 0 _ __ I Quarter of S Ion 17, Township Range 21, I / Y ro �II� a I 0 0 - - H I �� South line of the Northeast Quarter �\ I of Section 17, Township 31, Range 21 0 0 0 �? I I EASEMENT NOTES.• -- I See as described in Book 74 of Deeds, page 174, / P 9 m o o J / RIM=930.0 1,9.99 i �/� /�--of Section 17, Township 31, Range 21, Document No. 50181 \ o • �, I Y' I/ \ \ I ,� ^ w c0 a o North�l' of th South :� I - I I INV=905.5 o I/�i1 rI Detoi1 13 (also the East and West Quarter line) - � p 9 o �� I 'ter / Exist' \ �\ I o o _One RoWof Gove ent ,� I I 1) Temporary construction easement in favor of the City of Hugo per Document No. 3465376 is proposed to be released, terminated, or vacated. o.g c 1 S89 32 46 W I I�I �o III II r I / tree�buse \ L 0 0 -'�/ / Lot 6, Section 1 XX `t o c0 I - \ 1 42.p2 ' �Z I I I i-Existing fence I f {xistl sod line \ NV=f925.0 \ \ a ° E r/ \� Polr't of Be innin C7 �- N - 20.00 ft. wide easement / 9 I co = I I o i Township 31, Ran e 1 ca g g �' I corner lying t2.6 Existing fence on i-(Per As-Built, \ \ �" T rn \,� I A 2) Easement in favor of United Power and Land Company per Doc. No. 4120000 is proposed to be released. c 3 0 arcel A \ ° ' " I I I 1 line, more or less i /'per Document No. 836408 Field Verif 1 / i _ I ) N00 12 54 E / I rt I� I I I feet North of line f23.o -�f 5 y) \ / ,-EXCEPTION '\ P- X ON o c I /\ I I .INV=t925.0 I i I \ CEPTION ��I — �� J — — (Per As-Built, Field Verify) I \ - - / - - - _ - - - \ - - 3) Northern States Power Company easement reserved in Doc. No. 4360164 is proposed to be released. ��J / x- x • - _ L / — 176 8 s3 9 Y M „ �`1 N89°32'46'* e 9 ' S8mmi- fl�CEITTIGN1 North and East lines of the �! 2 _ RIM= 9 S c� i ,r \ Existi fence- - 157.4 - �\\ per Doc. No. 869311 � bh ll <- P-<-- Nv=sts. M/ 93 \ - _ 34N89°32'4 'E \ / °' o, ! \/ R 6� l , / /1/1nt itr-ur I J �a / reba�- RyA=g30.t n MI�C��i o, esc�-21,52-6 1 -'5°r• `� u vvu v IC rr tsO J I / 1 I M GENERAL N07ES.- \ MV(E)=9�2 �1 �� , -929W �1e 52.51� ,o� \lam , / \ °� / IN (N)=9 6.8 - 11 r ./�1�_ o \ 9, rn �/ �• )/ r 'h`� \ 1) Bearings shown hereon are based on the South line of the Northeast Quarter of Section 17, Township 31, Range 21, which is assumed to bear I �i I \ �/ / \ Q I /\-E st Quarter corner of °� South lin of Avernment 9 P 9 A� �^ 936 \ I V L. /v. �,�/ S t/on 17, Township 31/ -Lot 6, Se tion I�6, N89°32'46"E. 1 / J/ / x 19 / I R{{v' ,1=924.0 I Ian comer (West Quarter Township 1, Rarlge 21 = Township31, Ran a 21 �J �C ( Q /nl NVI I (� I\ r 1 \p/ \1 U) I V f //-1 �'a Ym /l N 1 r1 - leaning west1F- j �. ) ' °' g ✓ CARLSON3890 PHEASANT SANT RIDGE DR NE I hereby certify that this survey, plan Print Name: Thomas R. Balluff, L.S. DRAWN BY: KCM Revisions: M/I HOMES OF M I N N EAPO LIS, LLC 2 ENGINEERING or report was prepared by me or under my 1. 2/25/22 - Revise Layout per City Comments THE SHORES OF O N E KA LAKE EXISTING CONDITIONS of ` BLAINE, MN 55449 p y g ISSUE DATE: 10/21/21 5354 Parkdale Drive #100 SURVEYING direct supervision and that I am a dui Signature: � z� ENVIRONMENTAL TEL 763.489.7900 Licensed Land Surveyor underrHU Or MinnesotaMC—CA1 FAX 763.489.7959 the laws of the State of Minnesota Date: 10/21/21 License #: 40361 FILE NO: 883 St. Louis Park MN 5541E 9 21 CARLSONMCCAIN.COM r Save Date: 03 08 22 f:\jobs\8861-8880\8869-dell webb-hugo\cad c3d\survey\preliminary\8869-excon.dwg TH HOR OF ON KA AKPROPOSED / DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: 2 inch ° ' " ' ' /�/ LEGEND Intersection with the Easterly right of way line North line of the Northeast / S88 46 09 W _Northeast corner of Section S89°08'00"E forth line of Gov't. Lot- , - / / of State Trunk Highway No. 61 and the North iron pipe , -\ 5 17, Township 31, Ran a 21 6 Section 16, Towns 9 - line of Section 14 Township 31, Range 21 \ �-Quarter of Section 17, Desc.=2011.20 _ - __ p 9 I / Township 31, Range 21 Meas.=2010.76 RLS 17531 31, Range 2L �� S89008'16 'E ( O - Section Monument County - - -- • �- - _ _ _ __ 29.93 Denotes Found Iron Monument 5 • _ _ __ _ _ - - - - - Meas.=1680.83 _ _ J _ _ 78 6'09`W E E E L E - - -- - - - / I Desc.=1680.95 Intersection with the Westerly line of the-� F I / / \ MC 19 of Se tion 16,-�' L `�- e Nor North Quarter corner of Section East Half of the East Half of the East HalfIIrI / / / ITownship 31,1Range 21 I O - Denotes ark inch by 14 Inch17, Township 31, Range 21 offet of orthe st7Q Township 3th Rangeh21 `� / / ` rebar, marked with RLS 40361 I 7 / / / �� O UTLO T\ G ' - Denotes Wetlands delineated by ' / 2 h Kjolhoug Environmental Services being 5 feet in width, and adjoining side lot lines, 338569 W 4 I / 5 / / Company in 2021 and 10 feet in width and adjoining right of way ' I FiC��PERpOC NO -Zw" 4 E-+ 4 I // 1 1� / / thisline plat. rear lot lines unless otherwise shown on PP ooc 44 I / o w N Detail A West line of the East Half of the � // h y-.N I / / ' I I (NOT TO SCALE) East Half of the East Half of the I 3 I W w° o i O / / PARCEL PER DOC. NO. 338569 Northeast Quarter of Section 17, G'"i.) o °-2 0 1� 6 / / 2 / Township 31, Range 21 0 I w w O o ' / / <°koca 1 ,l SITE DATA SETBACK DATA ' Southeast corner (o `o o v M N / I / / �0 oar r° / _South line as described as described in - TOTAL SITE AREA ±131.66 AC. I / co O / jyd c0 in Doc. No. 338569 _ Desc.=1815.02 Doc. No. 338569 J� O /t°eca I _ O // \I / //cam o e e�0°o -� to (,oyes O"(o I _ - Meas_=1815.25 - _ /-`\ I ° °I c p / Q Q \ i 65' SINGLE FAMILY 8 / y ° o°o / BLOCK 8, 9, 10, 11, 12, 13; LOTS 1-13, / o l / ,� J� �Qoo \ J TOTAL ROW AREA f15.17 AC. / ° / TOTAL OUTLOT AREA ±72.32 AC. BLOCK 14; BLOCK 16; LOTS 1-10, 21-27, --464.92 -�I 3/4 inch °c et oo OUTLOT A ±.32 AC. I I 0 1350.33 _ � Northeast corner Proposed easement � � iron pipe e Qo°���00 / `� � // / l' �-_' �'p'`� \ 4 r�, ' \ / L I as described in-' 102*15' S89ol9'20"W in favor of Xcel--- / Q / ^ v Doc. No. 400503 Energy, Inc. G c I / / J BLOCK 17; BLOCK 18 Iy L - - - - - - - �/ - J J 10 �/ / I OUTLOT 6 �, FRONT 25 FT. _ OUTLOT B ±11.37 AC. - - - - - - - - - - - - - - - - - o`� / // �V 5 W 4 I OUTLOT C ±5.04 AC. SIDE (GARAGE) 7.5 FT. / 1 I OUTLOT D ±8.30 AC. SIDE (HOUSE) 7.5 FT. 4) 2 _See t Z �/ � / 6 � � SIDE CORNER 25 FT. Cam, � OUTLOT E ±4.41 AC. Desc.=1815.02 / ° / / / / I�\ Detail A __-_\ (n oo / / / 2 ��� 1 /r_L)n In .4 -n I 9 / OUTLOT F ±0.54 AC. - - - - - - - - - - - - - Meas.=1815_25- - - - - - - - - - - - - - - REAR SETBACK 30 FT. __ _south line as described ' " � - �� / / / \7 L/ V L_I \" V I VI L_" V I / I OUTLOT G ±31.30 AC. S89°19 20 W ��` / / / I 6 I / OUTLOT H ±1.68 AC. 52' SINGLE FAMILY 1- in Doc. No. 338569 I ��J C, 1350.33 3/4 inch iron pipe OUTLOT 1 ±1.70 AC. BLOCK 4, 5, 6, 7; LOTS 1430, BLOCK 14; = % - 464.92 / r- 1 ►r- OUTLOT J ±6.44 AC. LOTS 1-9, BLOCK 15 J\ _ Temporary construction / Northeast corner L '102.15 ' I easement per Document / 4 I - - - - - - - - - - - - - - - - - - TITI / No. 3465376�o be - 1 / \/ �"�0 I �1�- / , TOTAL LOT AREA f44.17 AC. FRONT 25 FT. ' as described in- release7acated)- % /� SMALLEST LOT ±5,417 S.F. SIDE Doc. No. 400503_ 2% to//Sp �2�1 c c / 5 9 / (GARAGE) 6 FT. = / LARGEST LOT +20,434 S.F. SIDE (HOUSE) 6 FT. �� �� 3 ' y o PARCEL PER DOC. NO. 400503 �� �ou �OT /� / " / °yeFce / / / I AVERAGE LOT ±8,732 S.F. SIDE CORNER 25 FT. o) O °= oo ,u� ' ea 6 I 10 0 / TOTAL NUMBER OF LOTS 218 REAR SETBACK 30 FT. 6J d O a o° Easterly line as - oLf� c oe ok / / / 1 B I i / 0 o O described in Doc. °Q / / O u No. 400503 ,�M o Q �° / / n/ / I << t0 o�V- 3 South line as described l_ I \ �`° / ij �° / / // 1 , STREET F / ` / GROSS DENSITY 1.66 LOTS/AC. TWIN HOMES I '-in Doc. No. 400503 \ r T T /� //�Q ac c \ / / 16 / LOTS 10-23, BLOCK 15; LOTS 11-20, �► $'� Southeast corner as �\ V T1J�T l z y / a "� cozi " S89°35'49"W40050-il3d in Doc. No. 1 \ o ���/�° / /° �h / / / 0 UTL,OT G / EXISTING ZONING R-3 FUS C-2 I\ I 1 I I-'`' r 6'o /�e�o°°ova° / I /-\ T ^ / / / / BLOCK 17; BLOCK 19 464.92 \ `� //I �" / - °o° ' / / 15 L_ v I ' I I PROPOSED ZONING PUD 1\ /' �� 1/2 inch \ ��/ / oca �� / / 14 9 0 21 FRONT 25 FT. .STREET R E E T AA "-North line as describedin irs ' --iron 41578 \ T 1 1 r- /� ^T ', / / pK°° h� / / 6 ° z3 Doc. No. 319 RLS ^ n I/-\[) _ I� /o °��a� / 13 I 1 / �\� UTILITIES AVAILABLE SIDE (BETWEEN BUILDINGS) 15 FT. �N (J I \4 I \ I r1L_�-1`. I 2 /� / / /oo-,,- �^j // / 5 2�j i„,� l SIDE CORNER K 25 FT. 464.92„ ,'� �.� /�/ / / / a��°/ / 1 REAR SETBACK 30 FT. Q \�- N89035 49 E " `° < a / / 4 2 / I Northwest corner Northeast corner / / / / 1 1 24 o^ ' as described in as described in -� Q .4)Po c- I Doc. No. 319846 / / so ///� /// / 10 39 3 U !Y l Doc. No. 319846 -J / $.g � �% ' �r/ / / \\ / s Z m Easterly line as T ' o / I t� n0 described 6 Doc.--,' O O UTLOO T =1 _ - - %%// ��� / j// 1 4 0 i 25 \ 13 I r - - - - - - - - - - - - - - - - - - - - - -,Z-d� o O No. 319846 / c rl / c\ o PARCEL PER DOC. NO. 319846 0 // �� - - - - �\/ , �// / / B �� 0 26 \ 4 I s0 // i /O�o0c�eo ' ° C 'O� Southeast corner as described--X / 4 / / / c t o oh h - � / // , 40.00 foot wide easement for / S� ot� Qe �� a� - =Z p in Doc. No. 319846, 1 / truction / r- /� ^ I 1 /1 I r- \ / I I /' _ / t e°� 5�6 o e 3 V) / o�J=� (also the Northeast corner as I / / cons ent / ♦ I r 1i-1 _"- �. 5 public utility, sanitary sewer,--,-, _ _ O~ described in Doc. No. 340482) l oro Y pocu n / / 6 L_/-1`� .� J / 3 U Q W I I i- �/ \ o I eeasernent P 6 (to be / / v 1 O I \ I \ / X/�e°5e ��ealJ storm sewer, and municipal iT 1 water purposes per Document I \ i 0 5 464.92 -- ' 346537 d) / / / i I No. 3260306 --- -- Z�> O / / / // 1 No. / / / 5 P PCD I �� P�v~Q�Q / v ,O oco / / 1j// / / /� I \ �U CJ / / / ;\ I ° 6\ /�/ / / 1 4 / / 2 �� 00 34 29 W N / 20AI 50 'r \40 ,�II 50 co�c Quo oo`o/ /c� // n 44 °0 °' �Sd rn ^ v °�O z�Qy�7k°oa� / /aOo°�a / / 2 I I 33 3 0 (o /I i° o° / // 3 / V / Easeme y 45 ° y 32 v1 ' I /I E I 3 z a - 3 m o v m 3\ mQ°°4Y/ // / / -United pawn favor of 1 ^^ ° I -"Qo ° m a� cN �ay2clO/ / 4 // / 4°mPany Per and and J I 31 I I o a�N l m a o o 00 1 / 20opo Doc. Y 416 ,� / u oLc) Q I o I 3 E z < 101 O O o / / / Y I °o m C5 �� O �' PARCEL PER DOC. N0. 340482 O i o�K 1°�:/ / 5 // / / 1 \ ��i,�j I 10 ,� I \ o a a� o a .a 1 a`4� o / / 51 50 49 48 L U N `z o =a N Q 8 c`\c / -- 4C / 11 I o 0 0 75 150 300 I �o I o� n\ e A� // 1 5 rF1 \ \ J o a I ° 40 i / aeoG��/�/��/ `�v CJ g,jY� / I 1 12 �°' I I 50 i I��-- 50 -- -- 50 / / I / c°� ( SCALE IN FEET ) ' - - - - IIle,°*� / t��j r - , v I O o I Detail B' - '20-1 - = - I - - - - - - - - I I `� I I f / I co (Scale: 1 =50) Ir } � I � I� //\ T I Ir- I ` - - _ _ _ I i �"� 20.00 ft. wide easement- O CV per Document No. 836408 Southeast corner as described in Doc. II I I I \// - \ 4 5 L/1 1 ��L_ --� I - - - - / 2 J I aD <> ^ No. 340482, (also the Northeast corner-_ I / I 11 �'/� � 1 � � as described in Doc. No. 274865) \\ 1/2 inch I / - - _ Q 1 iron pipe I A I 1 2 / / 1 9 _ 11 O UTL O T AL AL 464.92- ' I RLS 6617 I 1 / LU 2 0 1317 - \ - \\ z I I I `. c.) 1615 141312 11 10 9 3 I N I O o m I o `O I N L, PROPOSED PROPERTY DESCR/P770N. ' a II 115D 120 /�/ // o o^� I a3 I Q All that part of the Northeast Quarter (NE 1/4), lying East of Minnesota Highway No. 61 of Section No. 17, Township 31 North, Range 21 West, in the City of N� T- 2%�50 I I I I // J 1'j�� °� o� o"� I °� M� Hugo, County of Washington, State of Minnesota, described as follows: I ov w�I'7 I I II I X / /// 1 �6 �� jl c•W ouc we N I ^ f�- 1J ° o� ° I N ¢ Commence at the Center of Section No. 17; thence East along the East and West Quarter line for 157.4 feet to the point of beginning of this description; I \ / 1 0 1 A )T r-�) I , v'o�_ ` o I z o c \ Q Z thence continuing East along said East and West Quarter line for 2152.6 feet, more or less, to its intersection with the West line of the East Half of the East d 7-�� I I /� / - 32 0. o� - o 0 PARCEL PER DOC. NO. 274865 �Z NM II I I / l�( /-11 \ 1 _I \ , I :S�� A I > Half of the East Half of the Northeast Quarter (NE 1/4) of said Section No. 17, as described in Book 74 of Deeds, page 174, Document Number 50181; I/ I I / -I I thence North alongsaid West line of the East Half of the East Half of the East Half for 1971 feet, more or less, to the Southeast corner as described in _ / p o \ c0 ' O o� O O I I I /f 1 �y 1 B 1 9 2� _ - \��_` ^\ I ° a \ z Document Number 338569; thence West along the South line as described in said Document Number 338569 for 1350.10 feet to the Northeast corner as a) 1 `� 1 3 g 1 6 1 / n _ ° >s \ �/ w described in Document Number 400503; thence Southerly along the Easterly line as described in said Document Number 400503 for 300 feet to the Southeast Intersection of the easterly line wjc N� N I I 1 + 1 5 V r' I y n c°� 3 I corner thereof; thence West along the South line as described in said Document Number 400503 for 464.92 feet to the Southwest corner thereof. This point as described in Doc. No. / 1 °V-� o � also being on the Easterly right of way line of Minnesota Highway No. 61; thence Souther) along said Easterly right of way line of Minnesota Highway No. 61 274865 and the North line as- `� /�" I /�/I I I 3 I w olo� / N g y g y g y y g y g y g y I Q for 61.4 feet to the Northwest corner as described in Document Number 319846; thence East along the North line as described in said Document Number described in Doc. No. 220825 �� �/ I w 319846 for 464.92 feet to the Northeast corner thereof; thence Southerly along the Easterly line as described in said Document Number 319846 for 300.00 and Book 246 Deeds, page 567 ` // // I I JI ` 21 2 � (^ � \ / / o feet to the Southeast corner thereof. This point being also the Northeast corner as described in Document Number 340482; thence Southerly along the ' \ //j/ 120I 4 II I Easterly line as described in said Document Number 340482 for 600.00 feet to the Southeast corner thereof. This point being also the Northeast corner as O �o North line as described in-� � // � � ' � / I � � Doc. No. 220825 and Book \ 112 inches / � ^ ` described in Document Number 274865; thence South along the East line of said Document Number 274865 for 393.62 feet to the North line of Document s" 246 Deeds, page 567 r bar /�/ �/ �o 22 ` ( 7 I \ O 0O Number 220825 and Book 246 Deeds, page 567; thence East along said North line as described in Document Number 220825, and Book 246 Deeds, page �y7� �57� / / ' / 16 t I �, / I O I= L`I 567, for 25.99 feet, more or less, to the Northwesterly line of St. Croix Falls, Minnesota Improvement Co., now known as Northern States Power Co., as @a3.-GV'VV / S 1 6 23 \`� _ __ \ T / j Z described in Document Number 33210, and Book 60 Deeds, page 553; thence Southwesterly along said Northwesterly line of St. Croix, Minnesota Improvement Voryes_ a2y D es a.=t 25.9 9 ��� /1 - 1` 22� N89 32 46 E �' / / / I 1 0 UTLOT / I J Co., now known as Northern States Power Co., as described in Document No. 33210, and Book 60 Deeds, page 553, for 700.4 feet, more or less, to the I / // / 6 /� W point of beginning. �.N 263.�3__ / �y - I �� _ W _ 00 S4 ° 'S2'W \/ / / I 4 1 L_�1.. I r 1/-1 L_1 \ I \ a °z I = a EXCEPT the property contained in Document Number 869311. ' \Wort wes erl Ime of St. Croix Falls, Minneso a-__-\ � a g c° \\Improvement Co., now known as Northern States Power ,/ /I/ //i / �� 5 OlJTLOT J \ \Co., as described in Doc. No. 33210, and Book 60 Deeds Q 5 I ° o O N 33.64 - > C� 4 25 ° O page 553--�� ( \ a o a° I � , l North line of the South One Rod of \ � AND ' N I^ P� R=547.96 a-, / - / I [-� I _the East Half of the East Half of the I ` N D z° \ 0=03 27 17 \I I / I 3 W 6 / East Half of the Northeast Quarter I / �� I� a I I Government Lot Six (6) in Section Sixteen (16), in Township Thirty-one (31) North, of Range Twenty-one (21) West, excepting therefrom the South One (1) IIP g o 0 C"o o \ rod thereof. / of Section 17, Townshi 31, Ran a 21 19.99 v 20 North line of t e South :� o a I N j N89°32'46'E� /�/ I I I 2 w 1 0 0aol I One Rod of Gov ment � I South line of the Northeast Quarter 1 L 0 L - / / Lot 6, Section 16, � I �`Q AND I _Point of Beginning ; 142.824\' I I I 1 0 /�-of Section 17, Township 31, Range 21, - 20.00 ft. wide easement 2 1 1 c0 (6 I l Township 31, Range 21 ca ili (Parcel A) I S00 12 54 W �" I I I 1 / (also the East and West Quarter line) i-7-per Document No. 836408 f I I j -EXCEPTION v \ / ,-EXCEPTION I' � The East Half of the East Half of the East Half of the Northeast Quarter (E 1/2 of E 1/2 of E 1/2 of NE 1/4) of Section Number Seventeen (17), in 0 o c /, 1 - Number Twenty-one West, contain) Twenty acres, more or less, accords to the United States 'o� II V / " - Township Number Thirty-one (31) North of Range my (21) st containing my (20) s s according l\ \ \\\� ,�/ _�.i PTION _ ` - L - - - - - - - - - - - - - - - - - -1 - - - - - - - - 2 - - - _ 0 - - _ Survey thereof except the South rod thereof. i - / _ _ EXCE _ _ _ _ � � 3 9.99 � � 450. �e e t -157.4 - North and East lines of the EXCEPTION] V2 sp 1765.82� sD '/ I \\�� N89°32'46"E Ln ° described in Doc. No. 869311 - inch See Detail B N89°32 46 E --' I s I ` I I o S89 24 ',IS8 E , I I (abstract property) Lrebar \ - - - � r- I \ Intersection of the Easterly right of way I \ line of State Trunk Highway No. 61 per I I / Des.=215 2.6 I J \ ' I_. I \`�I, I T" / I I , Meas.=2152.51 /I L��'> Point of intersection of � �, \ I, EASEMENT NDTES.• WASHINGTON COUNTY RIGHT OF WAY \ Cif / \ I / I \ the East-West Quarter \ Q I -Ea t Quarter corner of V South Ime of Government ' ---PLAT NO. 181 - HARDWOOD CREEK TRAIL \C7 / �- �� I line and the West line of j t�' Se tion 17, Township 31, -Lot 6,(Section 16, and the East and West Quarter line of \ ��20 \ \ C�Lij the East half of the East--' I Range 21 (West Quarter Township 31, Range 21 1) Temporary construction easement in favor of the City of Hugo per Document No. 3465376 is proposed to be released, terminated, or vacated. Section 17, Township 31, Range 21 =C7 I / V \ �� half of the East half of I corner of Section 16, I�' the Northeast Quarter of Township 31, Range 21) 2) Easement in favor of United Power and Land Company per Doc. No. 4120000 is proposed to be released. \ n N \D- I� A C`1\ -� N I n ` / l/ I V LL_ ( \ /-1� rn Section 17, Township 31, �� /1 n I r1 l/ 1 V L_ f \ /-1 L/ 1 V I LJ I I �� Range 21, as described ~ L/ I V LJ �� \ \ in Book 74 of Deeds, 3) Northern States Power Company easement reserved in Doc. No. 4360164 is proposed to be released. page 174, Document No. 50181 I 1 CARLSON3890 PHEASANT SANT RIDGE DR NE I hereby certify that this survey, plan Print Name: Thomas R. Balluff, L.S. DRAWN BY: KCM Revisions: M/I HOMES OF M I N N EAPO LIS, LLC 3 ENGINEERING or report was prepared by me or under my 1. 2/25/22 Revise Layout per City Comments THE SHORES OF O N E KA LAKE p RE LI M I NARY PLAT INDEX of ` BLAINE, MN 55449 p y g ISSUE DATE: 10/21/21 2. 4/27/22 Revise Layout per City Comments 5354 Parkdale Drive #100 SURVEYING direct supervision and that I am a dui Signature: � MqCA1 � ENVIRONMENTAL TEL 763.489.7900 Licensed Land Surveyor under rHU Or MinnesotaFAX 763.489.7959 the laws of the State of Minnesota Date: 10/21/21 License #: 40361 FILE NO: 883 St. Louis Park MN 55416 9 21 CARLSONMCCAIN.COM r Save Date: 04 27 22 f:\jobs\8861-8880\8869-dell webb-hugo\cad c3d\survey\preliminary\8869-prp index.dwg 1/\\\\-\\\\\\\\•'\0`\\ -- \( \\\ �\ -p�/�//�j���,\�. -rt IIII -\//\/-t��liI.\�/\�-O�\/\(\`/_-\o/\J-/\//°ov-�oI/�l-�-,!/�Il\\///;�-'�/,1i0//j-o°At3-c\o�/�1/•1mac�III/1 o o�/��/em I/s/I \///.\/NIL\�/;�1- /-,i I��i°-I,///fII�/r',//�/-�//\/��/'///�//��/��I/�/�_�/< ///♦I/II III/1I�IIII\I�/I0 /I/I/\I�I�I 1 e�/I/II\`�I eI 1eOI I//Ii I///II\I///II jIII1 I J/I\II I/�II II////II`\o I\R//♦//�I I I�Q'///I\i,1//''ro\/J/o/\/°\I'/I/II,°\ /I/I lI/`/,I/♦I�/II\I////IIs I I\I/w 1\/�I IeY1/\`I//r I/I///\t\////\\(I//\//I\I///\/1'1�I/I�/I I•I\//I/1\N'///I/I//I/i I\I�//I I/SII II/I/I II/III_II II/�I y I 2`I//�/oI_/\IL I I I°//I\\/I- -\ //l♦-\/�//�_/3�2/�h`♦I/I r L�I////I/-//-♦_t�/\o- �LIL C III IIII I -I \JII II I II Nrt III I I L I l I I /pI Iy��^/ 1►I+II I I/I�II_\31 w i 'I I I\Io I I I/ -co -oIs \ f S\8 S J \I 1 1 / w1O\ 1 ^ 0r�7 � -` II- SII / - 1, � ^ \ _- \ 90 _-OWNER: O 3 \-\ - - �I\ I�II I I\\iI s II I 1 �- �IIg IJ 'I / NIo I�_-5 \- -0LIG37 HTINING LEASING LLC 5,417 sq.ft. ti PID:17-031-21-13-0006 N 51 t8,253 ffs q \\- - /- / -- -\.\fa0 ' � NN 4 ±12, sq.ft. f5,417 sq.ft. o � - - - I�LL _LL -r I I r- 6 � 2.4 F7 w 30 t6,068 sq.ft. \9 0 It,J I // (A 41.7 _LL 1b0 50 100 118.7 R=150.0 h q .1 3O and Utility10 43.5SCALE IN FEET L , . . 556 o 435 33.3 0 ow \N 84'5 � 136.,3 � L31.0 52.1 � OWNER: DrOlnge 5.3 523 30� /\ 19 8 CHEAPER BY THE 1/2 DOZEN LLC 32.3 52.7 50LEGEND 30 PID:17-031-21-13-0009 5 Denotes Found Iron Monument 0 and o � 49. t6,806 sq.ft. L0 c' o(o O Denotes 5 8 inch b 14 inch � w e Cn rebar, marked with RLS 40361 Old eo o � I I II rn I 124.1 00 elo �\ tilitDenotes Wetlands delineated by III G y t10,734 sq.ft. t8,3 4 Kjolhaug Environmental Services IC epa� I 13 ° o (o Company in 2021 °QSoutheast corner as described in Doc. � N/ / N, ` meuNo. 340482, (also the Northeast corner---, 12 as described in Doc. No. 274865) t6,686 sq.ft. ILLL co V1 464.92 19 lrn1/2 inch °'iron pipe \ 18 �. (v I .RS 67 w I0 I a' ------- --- ------- ------------ / X o lie L I I I I N20 17 � r- FN r � + I I g 4.3f9,166 sq.ft. <v 0 03B I tO � o0UTLOT , dL N 0±495,150 sq.ft. � 9 8 15 ° N10 I ca 0 �12�I f12,602 sq.ft s o- - . �� � / � � mo ° 63.4 32p_ / OWNER: 0o �o • CHEAPER BY THE 1/2 DOZEN LLC -,L 00 43 J �LL ILL PID:17-031-21-13-0003 0, ar (a) LJLJ J LC / p 81.6 5 40.4 g1 3 -3 � M 601E � / 4 30 z / 30s � �' 6.% 220 / ° Qo 50 � 2 3JL _ M50 CP ( . - _ -1 L 53 97.7 20 a 46.6 61.5 �0, 200•p 123.75120. 0I - I 0UTLO f11,144 sq.ft. �0 30 4�1� o o I e %, t1,363,15 o \ Lr) rn 247.0 15.2;�� 6 .o01 _ 00 36.4 OWNER: / o7 - - -t I , 0 po R=350.0 58.1 JT BUILDINGS LLC I _ / 'gyp �1 I 99PID:17-031-21-13-0004 1 � 30 30 1 - - - - - J � -_o LLJ 1 8 o� U M ±13,304 sq.ft. 452 � � I o /o 42.8 .7 40.7 N l 1070� - FF `� Lu o � / _ I/ - a �' I 2 3 / I Lu J t9,254 sq.ft. 40o' z W U 8 19N - 20 IW Q Z N a � ko M d- 8 , sq. . 48 - N 6 `a N .12CcIn I E " D� - � w w I-H 0�9 coQI 13 � 14 I t8,795 sq.ft. 00 3 L / + f9,430 sq.ft. 133 1048.5 OWNER: ±10,762 sq.ft LAUREN MCCULLOUGH WELL DRILLING PID:17-031-21-13-0002 7048 56. 0 1404 - (a/ L - - - j 0 8 57.5 54.9 55.7 43.1 48.4 29.0 '0 0 t8,9 sq.ft. a) _ 231.1 Intersection of the easterly line as / - L / 21 - -described in Doc. No. 274865 and the--\ 7� ±11,238 sq.ft. 7 North line as described in Doc. No � ` 13p' _ 0 / e 567 4 o O \220825 and Book 246 Deeds, pag North line as described in CO Doc. No. 220825 and Book-- 9 \ °' � ^� 0246 Deeds, page 567 I I A 7- r- 1/2 inch 2 rebar O eee Oo P;p 22 / t9,975 sq.ft. f9,248 sq.ft. / V, Desc.=f25.99 / CC)Na \, t8,913 sq.ft. 16 �N89°32'46"E Ile ♦ � Q0\ 1 5 OWNER: 23 / SK15587 LLC \ t9,346 sq.ft. / PID:17-031-21-13-0015 / / / d 0(\ 6 O 0 V� ♦ / •mo , sq. . °° ° j / \ \ / � n \ oD / � / \ /��L ±10583 sq.ft. < 1, 0. / / 24 ?P N O• J., t8,868 sq.ft. f9,880 sq.ft. o0 o- / Northwester) line of St. Croix Falls, Minnesota o 5 ° ° Improvement Co., now known as Northern ---- t8,596 sq.ft. / 0UTLOT J States Power Co., as described in Doc. No. 07 0' ±280,704 sq.ft. 33210, and Book 60 Deeds, page 553 \\ 8 h t10,496 sq.ft. � 40.00 foot wide easement for public r /// / � / \ \ utility, sanitary sewer, storm sewer, S0 and municipal water purposes per 4 25 Document No. 3260306 S O f8,861 sq.ft. ±9,646 q' OWNER: NEW SKELGAS INC o6 n PID - -21-13-0016 \ 9.4OA\ 0 0 1 20 9 12 / ±12,705 sq.ft./ o, t8,861 sq.ft. 767---19.9 \40 26 N89 32 46 E , f8,739 sq.ft. IXOWNER: y ° o c0I 2XCEL ENERGY \ 10 0PID:17-031-21-13-0017 /`b sq.ft. - 130.0 - - 330 /�• T / IN , n 1 0 ` \ \> � \\ - -3 w 10 ±12,123 sq.ft. F NZcrna N o I - of o` o� I wp 0 p om 'o ^ ° a a y do 6 L - - - - - - - _ - - South line of the Northeast o f8,989 sq.ft.LJZ o No wO o 1 o p 31.6 Quarter of Section 17, Township t10,409 sq.ft.$ I ,'--31, Range 21, (also the East OWNER: o 40 XCEL ENERGY Z and West Quarter line) - --- - --- - -tL---------- 50 50 - � -- - --- -- _ _ ___ _ ___ - --- - - - - - - - - - - - - - - - - - - - - - - - - 0 PID:17-031-21-42-0001 -,---------- � 130.0 - - - -- - - -- - - - - 0 \ 20.00 ft wide easement- - II I \ \ \ 1 per Document No. 836408 20 147.2 _ . . eement_ per Document N 1174.7 311.5 30.0 30.0 �10.0 1765.QL1/2 inch OWNER: rebar r in N89 32 46"E ANDREW N & JENNIFER S BRUMM r- / L_ l \ %1 U OWNER: OWNER: PID:17-031-21-41-0041 OWNER: 60 1 DAVID W& MARILYN R COOK LAUZZE RALPH 111 &BRIDGETTE SMITH OWNER: C - DAVID MEATH & JILL STUCYNSKI OWNER: STEPHANIE A WEIGEL & JEFF A TEWS PID:17-031-21-42-0037 PID:17-031-21-41-0047 OWNER: OWNER: OWNER: PID:17-031-21-42-0031 SAMUEL J MICHELS & HALEY A SWANSON 3 TERENCE M & LAUR EE LIA-J 1F RO ST � HTON PID:17-031-21-41-0042JASO PID:17- 121C41-0040 PID:17-031-21-41-0031 PID: 031-21-42-0029 vo�,- CP C� i CARLSON 3890 PHEASANT SANT RIDGE DR NE I hereby certify that this survey, plan Print Name: Thomas R. Balluff, L.S. DRAWN BY: KCM Revisions: M/I HOMES OF M I N N EAPO LIS, LLC 4 ENGINEERING or report was prepared by me or under my 1. 2/25/22 Revise Layout per City Comments THE SHORES OF O N E KA LAKE p RE LI M I N A RY PLAT of ` BLAINE, MN 55449 p y g ISSUE DATE: 10/21/21 2. 4/27/22 Revise Layout per City Comments 5354 Parkdale Drive #100 SURVEYING direct supervision and that I am a duly Signature: �J zQz�� ENVIRONMENTAL TEL 763.489.7900 Licensed Land Surveyor under r HU or MinnesotaMC_CA1 FAX 763.489.7959 the laws of the State of Minnesota Date: 10/21/21 License #: 40361 FILE NO: 883 St. Louis Park MN 55416 9 21 CARLSONMCCAIN.COM r Save Date: 04 27 22 f:\jobs\8861-8880\8869-dell webb-hugo\cad c3d\survey\preliminary\8869-prp.dwg // \s`'� \ II h 50 II Ih 49 11 �o t9,451 sq.ft. I 51 I I f8,253 sq.ft. I I f8,486 sq.ft. 6 / \ \ t9,869 sq.ft. 1 ±12,547 sq.ft. I I I I 1 I / > / 8 6 1 I /" / / \ I I I I I / o i r- n -r ` I I I n I r_- \ 62.1 I I I I I � /g�. CV 5 / \ \ \ - / I \ \ \ \r' / / 1 1 I ,y^ // - - - - - � L 50.0 ;;6 L - - - - - � / 10 ople � � � � \` I I \ \ \ / Iw w w w 1 � 5 � 92'4 \ I \ 12 \ \ / 0, �h/ \ ° t9,887 sq.ft. I 3° 3 � 23j� / , I N I 13 i o LA 41.7 _ pp. / o �� - _ - R,3 p 4 w w w � \ J I f 9,028 sq.ft. \ \ > /Iw w w ILL I � L i 118.7 _ � - � R-150.0 I - 6g,� I I -�_ ILL �� o I' 65., , -, I OUTLOT G I \ \ _ , � � 5g0 Ult � 33.3 , - ' I , I I f1,363,155 s ft. I �' 1 5 �' n\ I 5 `�- - _ 32.6 62.7 _ I n I q' `� . IL ILo - -g4'- - - � �N - � � - -I I \ I I dL _1lL .i.i/ .i.i/ _1ll _1lL .i.i/ 14• 52.3 30 I I J I I I I -- I I I � I I -- 67.4 225 3 50.9 \ 30 I I I I I I I I I 5 1 72.8 I I \�J I N / N I I I I I I I (1 1 I T I I /F- n �o T I I I I t8,520 sq.ft. J I I I I I S I / � I V l./ 1 1 r j/ L_ /-1 .�co I W I I N 2 ,w � � wL � � wL � � � � \ ILL ILL ILL ILL ILL I 1 '� / j 1 0 I I 3 I I t8,418 sq.ft. t10,734 sq.ft. I I o f8,343 sq.ft. I I i, f8,786 sq.ft. X I w I ............. I F7L_ ILL I 66 5 � � � � ,w ,w � � ' � ,w � � ,w i I o I IIN w I I� I irn I cv - - 3 ' ��1 � i 74.9 / I I a � 0 �I C I I �I I I 94. �� _�_i 1 0� - I w w �`-- �� L / co° ILL ILL ILL ILL ILL ILL ILL 1 JI I 9 7 I +I I i f 12,602 sq.ft.I`r o � / 1 0 ° ��C° 0 1 1 I MI I �Jo- \ I I ILLILLILLILLILLILLILLILLILLILLILLILL AL AL AL AL AL I 40.4 B. J L - - I �� 1 0 c� 5 34.3 6 - -I o 0 0 I -0 Cco ` I � 0.1 30 / o I cn > � \ I I 30 " o- oo I ; 1 O ° � �� I W O C'F ill J.li J.li J.li ill ill I � ill ill ill J.li J.li � I � ill ill ill J.li J.li J.li O 1 N I 1 I 1 -200.0 - � _ 123.7 W W Q) I R= - - - ---- 0 UTLO T G ° 1 -- r00 0i f1,363,155 sq.ft. o o M I 1 > \lll� \lll� ILL ILL 1lll� 1lll� 1lll� v- �lll� �lll� ILL �w �lll� I IL'l� ILL �lll� �lll� �lll� I I Z W 5.2 62.3 36.4 -= o L - - - - - -58.1- 30 1 / \2 lJ V L_1 \I V I V I L_I V I I I I o 30 ° 00 \ , cn I �WZI- I n -- - I -- -- 1 L_ lJ I A11L I I I N yi I I � __ I r- n ^T I l n l �- w I 1 - -- L_�1.2 I r 7�1 L_ Q N 20 z 6 18 n rj I� f9,604 sq.ft. \ ......... A ( w o\ � / 1 / �� I \J w w I I I zp Ocn LLJ ±10,762 sq.ft. ///// \\ 6> �� \�vv I / O < z / / /6 0 \ �/ / \ r?� �� I 1 1 / I W L / 4 / 141 \.� \ b / Y I ( W J VLL 'LL 'LL 0 \ Owe ItL 21 2 / I 1 \ t11,238 sq.ft. / �/ \ %9 / / t8,848 sq.ft. �^ 0, \ / / \ \ ,50 0 </ 1'5/ �s �` D UTLO T G I \ / � \ / \ � v , f1,363,155 sq.ft. / LEGEND g / 22 / / �s \ �( I / I O Denotes Washington County // f9,248 sq.ft. / / / \ �' I ' 1 J - Section Monument Found Iron Monument / / < t10,300 sq.ft. i I / / Y 6� y�. / / \ � \ g/ � / �� fir- T► Ir- � w , w w w / I o \ \ / Un O - Denotes 5/8 inch by 14 inch � \ � / / I c rebar, marked with RLS 40361 / 23 // 0 6\ \� I 1 I o Denotes Wetlands delineated by \ / / f9,346 sq.ft. / \ N I / / o a " J Kjolhoug Environmental Services q / / \ \ Company in 2021 co / cP 1 l I 0 / ` � 4 � � / \\ -P V3 \ f9,651 sq.ft. I I a 1 I BENCHMARKS 6' / o\s O / 1 `\ I 1 I I rtation 24 ` cam\ 1'�0° ' 1 ` I 1 1 I f \ \ 1 I I I �/ 1 on Geodetic GSID Station No. 41919of ento(Name: 9,880 sq.ft. \/ / \ w w w w w w I I ILL 'LL IL`` i 430M) - Elev.= 933.90 ft. (NAVD 88) 5 i i \ \LA l \. 1 I 2. Minnesota Department of Transportation �2a� \ 01 1 I P P \ i \ A 1 I Geodetic GSID Station No. 33703 (Name: \ I \� 1 I PEARSON MNDT) - Elev.= 934.71 ft. 5 \ (� I \ I (NAVD 88) o f9,543 sq.ft. A w � ILL ILL ILL ILL V w �� 1 w w �w w 1 I 25 wl - - � � I � 1 I \ f9,646 sq.ft 1 I I 133.5 I I n OUTLOT K L - - - - - - - - - - - � � It280,704 sq.ft. V 1 ( Drainage and Utility Easement \- 129'4 I 1 �7 L` w ' ° I w w ILL ILL (Over all of Outlot K) - - - - - - - U I f9,146 sq.ft. \� :P1 I / a) - a � / 1 I I - � o �V ------------------ 1I n �) T r_- L) 30 30 1 /1 ° o I (^ I N 26 N - - - - _ - � � IL\I- � w o ? I A\ �� w w V �7 t8,739 sq.ft. I - - - ° °00 ° J 130.0 - - r- n ^T ► In I �- a � � I �♦ / I- - - W , L_/-1�: 1 /-1 L_1 I 20 co - - - - - - - - o `� 0 1 o0 0 \� f8,450 sq.ft. co sl �i.i/ � � � �w m u \ 1 1 U \ 2�7 � I I �-- North line of the South One Rod of � 0 1 L i \ North line of the South I 7' the East Half of the East Half of the \ I I 1 o f8,989 sq.ft. - - - o i 0 _ One Rod of Government I I q 00 00 L East Half of the Northeast Quarter of 130.0 co i Section 17, Township 31, Range 21 �_ /'� Lot 6, Section 16, 1 I 1 0 25 50 100 30 30 � I �" 20 I \ i Township 31, Range 21 / C° \ - - -- - - - - - - - - - - - - - --r J ------------)- - - L - - o;- - - - - - - - - -�� - - L 'L I ,- 'L 450.0 v LL 1 � - - - - - - - - 130.0 '1) �,,16.50 , 329.99 EXCEPTION 48 ,.4» o _er Document de easement_ N EXCEPTION ( SCALE IN FEET ) N per Document No. t3So408 10.0 30.D 30.0 - 5-9- NOO�2� 03 e » - S89 24 38 E I- - - _ East Quarter �rner of Section - 60 �- Point of intersection of the East-West �` I �� LIJ Quarter line and the West line of the I _ (W_17, t Qua ip/31, Range 21 I IM ' I F- I t A �� /1 N I n - East half of the East half of the East I /1 I �_- 1 �� /1 I n (West Quaker corner of Section i I South line f Government lJ 1 V L_ ( \ /-� L/ I V LJ -> Ll� i '- ` 16, Town9fii 31, Range 21 OWNER: \ half of the Northeast Quarter of Section- U I V L_ C \ /-� OWNER: L/ I V LJ I p g ) -Lot s Sec ion n :> CITY OF HUGO CITY OF HUGO ( Township 3 Range 21 OWNER: C� 17, Township 31, Range 21, as described PID:16-031-21-32-0001 I OWNER: c P g PID:17-031-21-41-0004 I ' TERENCE M & LAURIE-21-4 A FROST C [ I I BENJAMIN P CARTER in Book 74 of Deeds, page 174, PID:17-031-21-41-0040 PID:17-031-21-41-0031 I 1 Document No. 50181 I 1 1 CARLSONSUIT E 100 PHEASANT RIDGE DR NE I hereby certify that this survey, plan Print Name: Thomas R. Balluff, L.S. DRAWN BY: KCM Revisions: M/I HOMES OF M I N N EAPO LIS, LLC 5 ENGINEERING or report was prepared by me or under my 1. 2/25/22 Revise Layout per City Comments THE SHORES OF O N E KA LAKE ` BLAINE, 9.7900 , , y p y 5354 Parkdale Drive #100 PRELIMINARY PLAT of SURVEYING direct supervision and that I am a duly Signature: zY 1�� �/ ISSUE DATE: 10/21/21 2. 4 27 22 Revise Layout per City Comments MqCA1 ENVIRONMENTAL TEL 763.489.7959 Licensed Land Surveyor under HU o� Minnesota FAX 763.4MCCAI9 the laws of the State of Minnesota Date: 10/21/21 License #: 40361 FILE NO: 883 St. Louis Park MN 55416 21 CARLSONMCCAIN.COM i Save Date: 04/27/22 (:\jobs\8861-8880\8869-dell webb-hugo\cad c3d\survey\preliminary\8869-prp.dwg South line as OWNER: PARCEL PER DOC. NO. 338569 \^ ' Northeast corner BUSY B ENTERPRISES LLC ° ' i as described ed in /��--described 9 Doc. PID:17-031-21-11-0001 S89 19 20 W \J J — No. 338569 1350.33 1 281.9 h; 30.4� 30.3 532.4 � \ ,lam ' ,� 102°15' 30 7 IQ % n l < Ll_ll Q'� I ' / 2C l 1 J l l of l 1 50 50 / 20 a J��JJ/ / I �o o Lc N / / o ° o a 0 UTLO T A `�' l / � n / /l v I 3 ±67 268 sq.ft. N t\ I /-1 �) T 1 1 �_— A - - a a ~ z CJ o oO o / J o O aQ) o 0 UTLO T C /Q) 0l — 0 1 I , ±219,582 sq.ft. ^ r,C) I OWNER: l THOMAS J & SANDRA L DRESHAR to rn PID:17-031-21-12-0001 U °O m 1 N. o p O O N O / o O LLJ o' l op p h O Southeast corner 1 / �� 11 a as described in _South line as described ► / � / /'—in Doc. No. 400503 S89035'49"W Doc. No. 400503 / ��� 464.92 // /, °�oo o STREET AA �s•t o / / �CS t 7 e/ 471.4 :t'077-45' — — ,po � �ow Zo0 1/2 inch iron pipe RCS 41578 i North line as described 464.92 ��l3.0 i \ Northwest corner � \ in Doc. No. 319846 N89035'49"E � nl `� / / ' � / � —as described in Northeast corner _1 O �6�6 O/' / Doc. No. 319846 I I as described in �� ILL Doc. No. 319846 p INDUSTRIAL UTILITIES ' f- PID:17-031-21-12-0001 / p20 / / ,' �/ / ,/ 03�J /' ,� s O 1( a�Y 30 g�1 g — // � oQ n I ���___ 30 � ���/" // �/ / �S </ \\\�9 ozo 0 3� co 0 2 �� `�' _— _���� .� // // // j/ \\\\ �f6,497 sq.ft.\\ OWNER: If — / O _ INDUSTRIAL UTILITIES 0 p o �� o — - / o Q PID:17-031-21-12-0002 o az v f — — // I-LIIL �/ / / �t�� / V - - � — �/ /' /� / / °o°off / // \\ \�qs°(; o J O UTLO T B // / - :— /' / 5�a -\ / < `\ A.0 > f 495,150 sq.ft. / I 1 — — — —I�� / // / °Q°o� — tion f7,004 sq.ft.\ _ oonstru° ent I OWNER: / 1 N v — — — — — — �i� TemP°r°rt er DpCUm / j / < //1 \ \�`S, \O MAINSTREET LLC / // / ,I r, o `� _ — --�\\ ` easernen 3,6 (to be / / / \ L RID:17-031-21-12-0003 /� D i_ _ 3465 d) / \ \ — — — — — as / �Lj v O c,r� -- _ rele 7 f6,507 sq.ft. Southeast corner as described---, / t o No — \ / // // < ' A3 in Doc. No. 319846, / / 1 N \QO / / / \ I / 1 � (also the Northeast corner as � // � / � ' described in Doc. No. 340482) / 7 / L,( lJ �1 1 \ 1 L_ I \ / a __� htij \ \ 5 \ \ / O 464.92 _� ' / / / , V 52 , / �° 0 n�o / / / \2 / �' / / \ \ t6,510 sq.ft. \ \ /h ° ;;� �-- - — — — — ; -- o��----- // , / ,/ / 1 , � 1 ,' ,�;�� OUTLOT D /' / °��Q°o° < `\ �� ' ' / < t7,946 sq.ft. / / \ ±361,584 sq.ft. / /,o1 G° O° \ A 424 �8,2 // // °ova ��// ti / \\\\ 4 \ \ /p \\ // / 3S8 �� / / °�`tea / j/ \\\\�t6,513 sq.ft� \ ' OWNER: / , /� / / �s \ / / 2 / / / � � / / �o�cc Q°° // < \ \3 \\\ / cs`Lj/ \ \ LIGHTINING LEASING LLC , / �/ / / '6' / / / / p o� o� / \ > \ \ PID:17-031-21-13-0008 / \ \ t7,217 sq.ft. / / / \ , / Q Q / \ \ / , ---' // %/ \ \ �f6,516 sq.ft. \\\\ ti \ t7,190 sq.ft. / /� / / / \ \ \ ' / \ \ t6,500 sq.ft. ll� 4 2 < \ f8,908 sq.ft. ° / / // / \ \\ f6,707 sq.ft. / �2S •O \ \ / / < < / / � / \ \ 4 \ \ / \\\ f6,500 sq.ft. \ \ LEGEND f8,850 sq.ft. / , \ • — Denotes Found Iron Monument OWNER: °�O c°�t� ° / , / / \ \ SO 2g / / / \ \'S p / \ \ SO \ \ / LIGHTINING LEASING LLC — \ ) / , \ \ / R\ .5 / 1 \ Q O — Denotes 5/8 inch by 14 inch PID:17-031-21-13-0007 0Oj o�� Q�o o°/ // / / \ \ \ 3S0 '13.3 __ / / / 1 / `° / \ \ 3 \ \ �o ` ' / ,' / 1 / yS \ \ 2 \ \ /p,• 0 / O 3S6 0 80.9 / / ±12,989 sq.ft. > / \ \\6,500 sq.ft. � rebar, marked with RLS 40361 ° o Q ao f5,417 sq.ft. _ i L _ / \ \ — Denotes Wetlands delineated by �o�oo �a // / , enj \ \ �� \ \ 3 / _ _ _ /� O ^ Kjolhaug Environmental Services o / o / \S \ O / / _ /�. �S\ \ Company in 2021 �° o / / oo hb / I / / \\ �O �/� / / 16 — _ _ c� 0• / \ \ •O 1.1 7 1 / / // / ' f5,417 sq.ft. \\ \ /Ix /8 4 / / — �20•= 30 ;\ / 4 / / .( / W °z // // / . / 'I-, \\\ f5,417 sq.ft. / 1, n\ / '/ // / 55-5_ N l�� �// // aoQ°��/ o�O000 �// h / \\ �p v /' // _ _ -7 /— �520 Il �O \\ 05°�0 /� / 3, oC, , o o� 5 / / , / I l I I 2p'8 cc) �// ,/ry �� ' o��xQ O o4,5 // 5 \ \ /�� / �Q?03Q S\ O — 0191, 0/ t ° , t5,417 sq.ft. \ / I I \ M - / o° Q �Q��� a�,° // �/// �2s q \\ u O �.\�� <� / / / // // , I I I I \ „�O �500\�QS \ i> / $q _ 65.8 If �11 14 o �� // �1 moo/ �� o / o // // \ f5,417 sq.ft. I , \ i � V� �o / / r! ' v ry \ /� 6 / / / S 0 25 50 100 OWNER: / 2� i , M� ! \ \ �• \ oc o� / / Mi I 2rN I / o I "' l / / \ �' \ I N LIGHTNING LEASING LLC Q / pv/ f5,417 S ft. \ /� / e \ / / / / N I d 3 I a / Q I 5 PID:17-031-21-13-0006 a I / ' ` q• \ I I N I W l / / \ 1/ / / p° ° / / / I I 51 I I f8,253 �S \ Cq 1 l / \ ( SCALE IN FEET ) o �p , 4� l / \ ±12,547 sq.ft. I // ° �/ vvv do 8 /A, ����/'- --- ,��_� I I I NI I �I 1 cli / 7 k, _ // A t5.417 sa.ft. /^, to / CARLSON3890E 100 PHEASANT RIDGE DR NE I hereby certify that this survey, plan Print Name: Thomas R. Balluff, L.S. DRAWN BY: KCM Revisions: M/I HOMES OF M I N N EAPO LIS, LLC 6 ENGINEERING or report was prepared by me or under my 1. 2/25/22 Revise Layout per City Comments THE SHORES OF O N E KA LAKE ` BLAINE,L763. 89IN 55449 p y g 2. 4/27/22 Revise Layout per City Comments 5354 Parkdale Drive #100 PRELIMINARY PLAT of SURVEYINGdirect supervision and that I am a duly Signature: LC 1j �� ISSUE DATE: 10/21/21 MqCA1 ENVIRONMENTAL TEL 763.489.7959 Licensed Land Surveyor under r HU o� Minnesota FAX 763.4MCCAI9 the laws of the State of Minnesota Date: 10/21/21 License #: 40361 FILE NO: 883 St. Louis Park MN 55416 21 CARLSONMCCAIN.COM i Save Date: 04/27/22 (:\jobs\8861-8880\8869-dell webb-hugo\cad c3d\survey\preliminary\8869-prp.dwg / ° � �� o� � 19 to I 125.0 _ _ ,� / / / o / o Qo '8 / / � QC, e / �� / I L - - _ - - � � � �2�2 / 3p Q / / , ., / / l� Q^ o / / 0 / f9,293 sq.ft. I - - - - / `O / 8 / / p '- / o �� / / _ J - - - I � � � /,°j 1 t8,356 sq.ft. '0 -Lc j o / Q° ��` / /� �`L ' \ 175.E / / / _ _ - - - - - I 6 �n r- n ^T 1 1 n I r- I ,I t8,968 sq.ft. I I a'/ / - I I / 10 o �n I n �� T I 1 r- n -- / 18 I °' I I _ _ _ - - - I - - J ' / t1o,921 sq.ft. /� / 9 1 n / a / / 1 V lJ 1\ 1 r 7 L_ A / < �\ \ ±12,408 s ft. I --- � 129.7 /CID � I 1 / ' ` q 30 30 L 48.5 76.6 L - - / ,�/ t8,187 sq.ft. 17 �\ \ -- - / / / / // oo./ \ \ \ , \ 14.3 I STREET 125.g / t7,626 sq.ft. \ / wo 1 F / \ / / / / 1 / / / ` \ <` \ \ � � � -0 0 78.5 �� - -r- - - - - 324.2 30 - - y ' � / / �.�� � < 2 \ \9 \ \� � 'I 44.35� - � - _ R-772.0 ' � 0 30 16 ooze / �o \ \ f6,874 sq.ft. \ \ - ; w \ \ 0 62.5 73.0 / ` ` / �� 1'I0 9 p j 26.4 29.3 _ - o ^. °� ° \S 52.0 � - - l - - - - - � r- - _ _ _ -' OUTLOT G / 44.4 - -1 42.0 <� 6' tx w t1,363,155 sq.ft. - 1I ' �159 \ � 30o v � o 001s0 a 3022 r- -rl IF f11, sq.ft. I N o /`�� o \, 19 20 21O \1 A 14 c t9,238 sq.ft.±6980 sq.ft. .I 350 s (ft.I sq.ft7,764 1338 l /l - 126.01 269 sq.ft 186 7, 1 ( t ,/ \ \ t8,525 sq.ft. 13 5 _ f6,485 sq.ft. �o ,o - � I 1 I1 / / o a, 9 \ \ I I I I I \ I \ \�/ \� 's5 / / 10 I fs 641 sq.ft. w I / t8,734 sq.ft. /^ 1 \ \ \os 9s \ - - - J - - - L L - - L - J L - - - q /ram 1 / / \ \�� \ \ J 49.9 50.3 `t n - /( / 12 \ \ / 1 \ i 50.0 52.3 50.1 - - / _ - / 1 I 1f6,488 sq.ft. \ \\ /hq / �\ \DSO \� \ �51 50.0 202.6 I_ _ 130_6 I �' I- - _ _ 127�4 _ ' _ / 14 > ' / A \ / t7,125 sq.ft. C I 11vv < v v / 6 D / V°- .91 sq.ft. / - ' 2 7 t8,668 sq.ft. t8,403 ft. / 1 .O I O I sq. / �0/ \ \ 13 \ \ �\� /\ ono\ I I / I I 1 (o > / A \t6,500 sq.ft. \ V / / A I V 12 5-•8 o 10 v v v v °'2 t6,494 sq.ft. \ A I / f12,471 sq.ft. t19,101 sq.ft.I'D O 1 0; rn N I f 6,500 sq.ft. / 4:1 / \ I / rn 1 ' o \ / `/ L_/-��,�I V7�v L_I I / / I t8,304 sq.ft. / / / h t6,497 sq.ft. \ �. V 1� t8,658 sq.ft. 1 1 � I , 'P \ \ o / A \ .0\ V / ` \ \ I / // 1 ----------- L 1 m: -- / / .Icj\ \O \ h % \ \ 11 \ \ / O \ � - L / / _ _ _ 13 ----- - - - - 125_1 / / 0 0 �=v O .°°\ \ / \ \ t6,500 sq.ft. \ \ / dry. 40 \ O 1�\ 5.5 4 / / I 1 I_ _ _ _ _1_g _ I N 30 30 \ \ \ f 14,012 sq.ft. R=60.0 / 37 / / I / �o� c / \r \ %�09 8 m9�\ \ 273.6 / / e� �e / h/ \ \ F \ \ /�`L / / \ �S\ \ / > t17,635 sq.ft. o 1\osa7 / O / \ \ 10 'O \ \ / �_ _ _ 1 d1 I �i1 4 \��a \ h�i \ \ \ \ / O 166.5 �^ I cdo 1 1 1 / \��� Q) / \ \ f6,500 sq.ft. \ \ / �� I- - - _ _ - - - _ _ 6 \ 1 26 I t8,636 sq.ft. lo) / O/�\`\ ►y \ \\ // .�rO� I Co \\\\ \ - _ - _ 1 f9,111 sq.ft. 1d I / 00 o `L' \ \ / \ O� / \ '� \ h -_ Droin - _ 131.4 - - - -J o - - N 12 - -- I / h / t7,004 sq.ft.\ O\ /h \ \ \ / '' ,''Ut age and J -- -- - - _ - I 126 1 Q v7 / p I Aernen -- - -- -- - -- - - - -� 0 1 - _ - l 1 - _ - - - _ / \n � rr-�)n IA Ar-n I_ - .3 I ' < ` S7 9 �' \, t 41 I - 3p.0 r - - _ _ - - � \7\J V L_1 \1 VI VI V 1 2 \ \ / / \ \ f6,500 sq.ft. \ \ / h i P �O ,' 6, I / _ o I I o `o \ \ \ \ \ \ ±11,858 sq.ft. \ 6 ; q / / - I - - _ / / a\ LL O / `1 o h l � \ f6,507 sq.ft. \ \ / h0 / �� O / \ \ O \ \ / / / 5 1 / / o 8 36 / 2'� a \ \S \ u / \ \ 7 - - 12 - _ _ _\�\ o / �+ / / f8 633 sq.ft. I °' \ \ % t6,500 sq.ft. \ \ M t9,897 sq.ft. / o , o / O l 4.3 i < \ \ / h`l' �' 28.8 q I /^ f 9,129 sq.ft. / co \ \ \ \ \ \ q \ \\ //- - - _ _ _ �� N^i o _ / � � \ d Wcoio - _ 1 0 1 1 ' ° Y z > \ �\ o �� _ \ - - 1328 I / 13 /^ CCU N 11 � - 12�9 J / ' j o LL 5 / O TI � _ � � \ 2.� C� \\\\ t6,510 sq.ft. /h� / / \ C o; . O \ \ / «� I - -- - L � / /� - _ - - _ - I I c� q• `\` \�\ 9°°°7 \ \ / o l 42 \JI IN ► r1L- 30 ^' \ � \ � ,/ / \ / / - - - ,/ 1I ' Z \\\V /� �/ A\ \� 3� � �� V / J t8,912 sq.ft. N / �� �/ co/ n \�\ \ \ / \\ \ O 2 � N - 1. I ` ` / .1 I 1 / ,f6,513 sq.ft. , sq. . ,490 sq.ft.o/ /> f7,000 sq.ft. , o O � 0 /co ° / � -2 o/ sq.ft. \ \ ' \ 12 / o ry / o LLJ 43 w l l �/ �ti// \\\\ So\\\\ /o ON, � \ t8,486 sq.ft. ry �� �/ \ �I\ co/ `O/ > o \`"\ 1 3 w > v f6,500 sq.ft. ' �� ��' -- - l 34 1 l 29 �' , 7 / �. / \ \ \ ' �24 / - f8,606 sq.ft. t8,313 sq.ft. -30 t8,309 sq.ft. J J 1 O \ •° \ OUTLOT H / l ,3 1 �; � ;2�, /o , ,265 4 \ \ 5� t73,290 sq.ft. I / � \ � J � � \ 842 38 I /<o _ � \ � \ / h \ \f6,500 sq.ft. \ \ / h / / �'� J \ 44 rl/ / y t Ji- AI1i III v '�s v `� > f8,623 sq.ft. / // �4g 6 / (0/ ,� ,� `� / / LEGEND ° ` \ O /� \ \ \� 7 / �O oi/ / / - � I Nam\ 30 N ;o cp/ 8 - \ \ \DSO /ry / o / �\ t8,325 sq.ft. I ,`�� / t8,723 sq.ft. / • Denotes Found Iron Monument / \\ �6,500 sq.ft. \ \ / \ /^� / / / �\ I u / / / / \ 1 I n [) -- r- �) / 30 / 33 / 1 _ vi L _ _ 1 ' O - Denotes 5/8 inch by 14 inch \ 1�3 \ \ \�( V /-\ 1 \ I L_ 1 \ \ / / / t9,920 sq.ft. O / 1 , /� _ �12,.6 _ 24.g _ / / rebar, marked with RLS 40361 O \ \ ` <\ 45 30 / cc). / \ \ _ \ I rn _ - -j I / � - Denotes Wetlands delineated by / \ \ 2 \ \ / O / \ // 32 f / 5 o I - _ _ - _ / I Kjolhoug Environmental Services / \ \ t6,498 sq.ft. \ \ / ��. o / \ \ f8,638 sq.ft. / YYY _ / I Company f8,632 sq.ft. /1 / S --30 30 I 1 Com an in 2021 O/ 1 A \ / V ASS / � / o/ / 2 ------ ------------ -- I 1 cb• �Q / �Ji; °`/ 'd' \ \ �D• V A /�`1' 9 � / � / / t9,324 sq.ft. I co \ i o �l l �/ 1, 31 / N I I � BENCHMARKS n\ \\ \\ // ro00�` ±14,710 sq.ft. / L - I I ±10,556 sq.ft. \ `L / 46 \ ij h� O \ / - / 1. Minnesota Department of Transportation 3 / / - - - 125.0 Geodetic GSID Station No. 41919 (Name: 1� f8,638 sq.ft. 0 �� 79, 6S� / l I / - - \ \ - - _ I 1 430M) - Elev.= 933.90 ft. (NAVD 88) �7 X oo�o / 521 \ \S \3 \ / I - - - - J 1 ' / 2. Minnesota Department of Transportation / 30 ��?' / j I Geodetic GSIDPStation No. 33703 (Name: 2 \ 09 J tK \ 12 \ \ /� \ IR , `�/ 0 PEARSON MNDT) - Elev.= 934.71 ft. 65.8 _ - 64.7 \ \ `\ ` /'\1 2 \ _ �pg� / 1 0 /^ 1 (NAVD 88) R � � \ 47 � _ - - _ OUTLOT G / / \ 2 / t9,784 sq.ft. / N f1,363,155 sq.ft. / I I I I I I \\ \ t8,874 sq.ft.tK q' / 1 \ <728 I IN I IN I IN 48 \sue \ I IN 50 I ' 49 I Io f9,451 sq.ft. \ \ `16L 851 t8,253 sq.ft. f8,486 sq.ft. g / i 6t12,547 sq.ft. In 6 I 621 t 9,8I691 sq.ft.� J I No n 91:5 1 1-10 1 / ao 50 16.2 691_ _ _ - - .0 . / C� I / _ i I \ \ 12 92.4 , I � V� r- n ^T 1 1 n 1 r- \ � f9,887 s ft. No Q g0 n S OLjo / \ N I 13 (A \ \w \ ` o 41.7 - ,300. o J I c° t9,028 sq.ft.1183 1 N - (A ' M 7 / / II I �• 0 UTLO T G `? I ` \\ / ' ; I 0 25 50 100 wo 0 65� �1 \ I I I f1,363,155 sq.ft. I q1• / ll Cr - -84.5 _ - i N - - I L I 67. 14 Z 55 I I ( SCALE IN FEET ) ow \�- _ 32.6 62.7 I 52'3 J I I I I I I I °'. _ 4 -- CARLSON 3890 PHEASANT SANT RIDGE DR NE I hereby certify that this survey, plan Print Name: Thomas R. Balluff, L.S. DRAWN BY: KCM Revisions: M/I HOMES OF M I N N EAPO LIS, LLC 7 ENGINEERING or report was prepared by me or under my 1. 2/25/22 Revise Layout per City Comments THE SHORES OF O N E KA LAKE p RE LI M I N A RY PLAT of ` BLAINE, MN 55449 p y g ISSUE DATE: 10/21/21 2. 4/27/22 Revise Layout per City Comments 5354 Parkdale Drive #100 SURVEYING direct supervision and that I am a duly Signature: � � � ENVIRONMENTAL TEL 763.489.7900 Licensed Land Surveyor under r HU or MinnesotaMC-CA1 FAX 763.489.7959 the laws of the State of Minnesota Date: 10/21/21 License #: 40361 FILE NO: 883 St. Louis Park MN 55416 9 21 CARLSONMCCAIN.COM r Save Date: 04 27 22 f:\jobs\8861-8880\8869-dell webb-hugo\cad c3d\survey\preliminary\8869-prp.dwg North line of the East Half of the ' / / BUSY B ENTERPRISES LLC -- East Half of the East Half of the `� owNER: PID:08-031-21-44-0003 �' Northeast Quarter of Section 17, OWNER: / Northeast corner of AMY P RIOPEL .-� North line of the Northeast / Township 31, Range 21 PID:09-031-21-33-0002 OWNER: oSe line 6 Gov't. Lot Section 17, Township / XCEL ENERGY / / 6 Section 16, Township � ' OWNER: / l --Quarter of Section 17, I $8$°46'09"VV 31, Range 21 PID:09-031-21-31-0001 / 31, Range 21 0 ' I / / / / Township 31, Range 21 1/2 inch S89 08 00 E AMY P RIOPEL � / � PID:09-031-21-33-0002 / 1 iron pipe I 329.93 _ 1011.07 ' ' / S890081 "E - - - - RLS 17531 _ _ _ -1 30.0 30.0 - - - - 125.0 - - - - � I\��, 48.2 - - - - 135.2 - - - - � 30.0 30.0 283.3 .0 / f4 142.3 I 1 0 I 1 /I L � 41.8 62.1 380.5 - - - - - i F- A ^-r I A I r- 30 1 30 1 I30 / Intersection with the Westerly line of 4 1 I I 1 I / / / I gt�•� / the East Half of the East Half of ,�' t8,047 sq.ft. LO L t7,618 sq.ft. cNo I `�° Q / / / /� the East Half of the Northeast --- I I o / / / I I I \ / To 1s of Section e - L �o I t10,325 sq.ft. I �1 ' 1 '�/ \89 ° / Township 31, Range 21 Quarter and the North line of 142.2 J I '0 / ` I Section 17, Township 31, Range 21 - - - J 125.0 I �� 'P / / _f I I \ '� - - - - - - - - - I LP II 8 \\ 1 - - - - - - I I 300 ' � \ / / / o� /� \ °°I I \ 1 1 1 0 -1 1 Ln to � / \ / = \� \// \ t7,396 sq.ft. 3I ±13,065 sq.ft.`t6,996 s ft. \ 142.2 , sq. .L - - - - 125.0 o I ` / ' / O - - - - - - - Q'� cr 903 sq.ft. NI 3 � o 01 3 , o , 7 o�o //// �// s �// \\ \\ 2 �\ Ln t7,396 sq.ft. t6,499 sq.ft. I N \ // / x9 / j \ \ t9,047 sq.ft. \ ��• 44 5 / / \ Lo I / 0 UTLOT G I� °o ° / / \ \ / f1,363,155 sq.ft. _ _ �\ f 11,478 sqft.l/1 1 �1L_ o ��, // �� / \ \ \ �� to / V o 0 0 o ° o ° a // °5 / / \ \ Gc' ro N N c� - o ° / �' \ O� 6°0 123.E J / ( u� f7,396 sq.ft. LO N I > 3 °�ao+G // // `\9� c�j9 \ f11,052 sq.ft. �p \ `�� J t6,499 sq.ft. I ° p - - - - -_ 142.2 - - J 125.0 woc�� ��' // °Q °c / N1� / 00 I 00 / r �/ - - L 9� // Q �O / �. / �S\ _ I I o -o� - o / / A � /� 3 , q. . t10,738 sq.ft. t11,243 sq.ft. ' �,f6,499 sq.ft. g� L - r� A ^T I A ----- < - - - 1/-IL_1 125.0 L - - - I WE- Ln o6 ooN f7,396 sq.ft. `n V ` °, / �o 142.2 t6,4 sq.ft. I/ °. �8,125 sq.ft. "0- ° o Q /J P 125.0 / / ` \ 0 ` V `Cf9,708 sq.ft. O O �N 0)* CDo 0 \to E y N \ ` /� O o t7,396 sq.ft. 3 / `'J 142.2 /// I / // \ f9,918 sq.ft. \ �\ t13,340 sq.ft. a'� \ \ / i.� IT ' - - - - - - I it-C)n A Ar-N I lJL/ V L_1 \1 NIVIL_1 V 1 I I o / o 8 / / wl w� o I \ / ► n -r 1 / N / i U'CA I I \ / L_ lJ 1 u 1 � f7,396 sq.ft. � / � / I � � I o o \ \i ro 0 / � � I / ° °' 20 L 142.2 - � /// / I // � � I � 120.2 / � - - - 4 la, - - - - - - - - - - ��--- � - - - � / of t11,058 sq.ft. - - \ -P- 0 /i \ / / -C ° 3 o 30 30 // / // � � cs o--� N 9 / / / / 1 - _ I ` / ' / �� ° o _ �' f7,397 sq.ft. / / I _ - - 150.1 I / \ / �?� c� z ----------- y -- / - - - I t 00AL o= aD_ E 1424 1 ri / / / - � 9,4 sq.ft.OWNER: �, p•-BUSY B ENTERPRISES LLC c n - N / / - - vPID:17-031-21-11-0001 w o a) Q / / 1� / / / NI n 3° I - i266 / � rn I / 6 5I 3 -o O IQQ / / I o / Drainage and I I / 0 `�1 t9,177 sq.ft. / 1 / �sq.ft. / II / Easement - 124.8 _ IflL A o W // _ - - �1 / � �25.3 /`� n / 4 / 2. I /',, t8,566 sq.ft. \ / / 1 �,t / 1/1 --------1-------- f6,499 sq.ft. I 0 UTLOT 1'J `o l 6 725 / ^ I l Q � / 30 / I 125.0 _ _ - - t191,917 sq.ft. !7 / t8,600 sq.ft. / C� 0 l /� ���� j / rn r_' O \c / / / 30 / c _ _ _ _ - q' v DrOina yQ / - _ - I Util 9a c n N i o ) �j / / I seine t /co / / ILL 0) ♦�.� o � // / / cr I 2 I �/ / f8,125 sq.ft. a / / /-1[- I I[- / N I f6,500 sq.ft. r_ / o /o J o o / / / I 125.0 _ - - - \ o 1250 9 /co o / / oZ Q (nz / / / / L _ - _ - _ r4 \ �-0 U / / / / - - - v / /C 7 � ° ° // / / / � - - - I ��� � � f9,014 sq.ft. 30 V-/ I cn o o I -_, , 30 Ln f 6,500 sq.ft, I (J 32./ l �l 6 \ \ - / v� f8,196 sq.ft. 3/4 inch / / / / / 1 iron pipe / / / I - 125.0 _ - - -I W /� O/ - - - J L - - /(O CIA CO / D / / / � / 4 5 � I 1, V � � � � / I / Ln I f8,758 sq.ft. / / I w N I t6,500 sq.ft. I , / / w oCo. o co 20 s� I I J 3 5 //(° ��o SA 125.0 _ - - / / / J o / f8,106 sq.ft. I I W L - - - - - _ _ -I_ / li t8,359 sq.ft. / / OUTLOT D ,' ' �o� i160_2_ _____ I /l , �� � , , 282 / � ±361 584 sq.ft. / / ����o / L - _ _ - - cn 5 /�' / - / / _21, q / / / - - f6,500 sq.ft. ° / ` - r) o I - f8,405 sq.ft. 30 co O / `b/ 19 to I 125.0 - _ - /� � � � 7 / Q Q / `O I L _ \ �2 //� I ° / f8,356 sq.ft �� I / f9,293 sq.ft. � _ _ _ _ _ - - - -1 / \ \ ��. / ✓ / LEGEND 175'6 - - - _ _ I I / /� / / OO - Denotes Washington County 112 Section Monument / 40 r A ^T I I A I r I I rn / / - - / / • - Denotes Found Iron Monument A L_/-I.� I 1/-1 L_I t8,968 sq.ft. I / / L O - Denotes 5/8 inch by 14 inch °�/ (� ` \ \ p I o o I I / 10 / CO/ I �� / rebar, marked with RLS 40361 18 I °0 I I _ _ _ J I / ±10,921 sq.ft. / 9 ° / / ` sq.ft. I 4 1 129.7 j - /N o / t8,187 sq.ft. // ^ry I \ ``� �� I - Denotes Wetlands delineated by t12,408 - - - 1 76.6 L - - co ^/ / Kjolhoug Environmental Services ry �\ \ I 30 30 48.5 v , Company in 2021 117 �\ 0- 114.3 TIFF 125 / /° I \ �� / f7,626 sq.ft. \ \ � c+ STREET F 8 � � � � � /`o W o I _ - _ �24.2 30 / 124 N �9 \ \ �� � - �- - -r- - R=772.0 - - _ 3 ' / ��� ' / / BENCHMARKS 6, "o, ' o /' \\�� 16 \\ `\ `> ' 4.3 122.a I - _ ` ° \ / / 5 0 \ 1. Minnesota Department of Transportation / e° & / g�/ r/�\ \ f6,874 sq.ft. \ \ w I /L 'i° / Geodetic GSID Station No. 41919 (Name: 0 26.4 29.3 - 62.5 - - -73.0 _ 0 25 0 // / / 430M) - Elev.= 933.90 ft. (NAVD 88) �c \ �s S 4 52•0 - - (- - - - - I42 "� / / 2. Minnesota Department of Transportation .,9 \ \ 'R% 1 44. - - - 70 - - 0 UTLOT G / i / Geodetic GSID Station No. 33703 (Name: No ' Cho, ,6' \ \ �� / \ - - - I I I I I I I - - - f1 363 155 sq.ft. / I / I PEARSON MNDT) - Elev.= 934.71 ft. / \C \ 15s9'\\\\�/� ��i � � / �I I� II II II II III II I NI 30 / / NAVD 88) I I 22 / 30 i 0 25 50 100 I ±11,617 sq.ft. N o o 14 /N t6,980 sq.ft \ \ /c�`O `�O �/ ` \ I I w I I c° I 20 21 I L l ld / I 1 SCALE IN FEET / \ \ y 'I / ` ` N I I 17 I I 18 w I I 19 cn� t8,461 sq.ft. f9,238 sq.ft. - - - l l 726 / I I I ) \11r/ / \ 11 _ ___ P I I4-7 un - f+I t7,764 sq.ft I I 9 133.8 p CARLSON3890E HE SANT RIDGE DR NE I hereby certify that this survey, plan Print Name: Thomas R. Balluff, L.S. DRAWN BY: KCM Revisions: M/I HOMES OF M I N N EAPO LIS, LLC 8 ENGINEERING or report was prepared by me or under my 1. 2/25/22 Revise Layout per City Comments THE SHORES OF O N E KA LAKE ` BLAINE, MN 55449 p y g 2. 4/27/22 Revise Layout per City Comments 5354 Parkdale Drive #10o PRELIMINARY PLAT of SURVEYING direct supervision and that I am a duly Signature: �� ISSUE DATE: 10/21/21 MqCA1 � ENVIRONMENTAL TEL 763.489.7900 Licensed Land Surveyor under � H U 0� Minnesota FAX 763.489.7959 the laws of the State of Minnesota Date: 10/21/21 License #: 40361 FILE NO: 883 St. Louis Park MN 55416 21 CARLSONMCCAIN.COM i Save Date: 04/27/22 (:\jobs\8861-8880\8869-dell webb-hugo\cad c3d\survey\preliminary\8869-prp.dwg — CyHEFT 11 � / SINGLE FAMILY SINGLE FAMILY 65 LOTS 52 LOTS N } Or 0U 'OT�F U \\ OUTLOT G 30' REAR SETBACK 30' REAR SETBACK 2 2 \ e// 3 ' 2/ / x \4 \ 'I / SIDE YARD SETBACKS SIDE YARD SETBACKS 3 0 2 \ / �32. 3 3 .� 1x I / GARAGE: 6 FT. I ' o L sB 115 GARAGE: 7.5 FT. FT. BLDG PAD HOUSE: 4 I / BLDG PAD HOUSE: 7.5 FT. 5 � CORNER: 25 FT. 4 `� / ore \ \ x I CORNER: 25 FT. 5 5 6 / 1 / - 6 6 / �/ 2 / 25' FRONT SETBACK 25' FRONT SETBACK I ° 37 // / —��� R/W / 3 2 R/W 11 ii 8 e I / / 1 k TYPICAL SERVICES SHALL BE: 11 u� or i"� ii TYPICAL SERVICES SHALL BE: I Il ii 9 / 4 \� y/ / WATER: 1" COPPER TYPE K WATER: 1" COPPER TYPE K 934.0 3 SEWER: 4" PVC SCH.40 I�I`O SB s 6 5 \ /i SEWER: 4" PVC SCH.40 CURB STOP TO BE PLACED 10' BEYOND R/W ' 10 e / O / \' I CURB STOP TO BE PLACED 10' BEYOND R/W OUTLOT E 4 x I , o i /, 2 , 5 k ; SINGLE FAMILY / 9 ' 11 Igo i/ °r 7 l ' ; TWINS MH 3, , / 6 o — o � ll l l , OUTLOT °r/ 45 8 I ; sg / / 20 / / 7 / , / 30' REAR SETBACK /H.p � ' � "" / / / or 5 9 1 I IIII IIII / � / / II IIII ii i OUTLOT A / OUTLOT D II -6-- / SIDE YARD SETBACKS P �� / / °r 1-8J �1�/ � 15 FT. BETWEEN BUILDINGS Ir S / 17 2 i g I i / CORNER: 25 FT. .0 1 16l 680UTLOT G / / , 1 15 20 21 22 O / _- / I o — -- — — — / / / �/ ��9i.0 / 14 16 1 7 18 19 I 25 FRONT SETBACK 1 ,4 00 00 � �_ 0 + _ - -� - - 28., � / � sB� e ,�15 13 12 23 1 R/W 12 14 1 / / / 11 24 I / / TYPICAL SERVICES SHALL BE: ± j� / // // / e/ 3 2 / ' / WATER: 1" COPPER TYPE K °r � 39 38 / , _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � I SEWER: 4" PVC SCH.40 / 12 � I / / // / 9 � 11 � �� L5 3 �� CURB STOP TO BE PLACED 10' BEYOND R/W ll I — T — / / 1 I 40 37 II Il 111 ll OUTLOT B / _ - - �/ / e $/ 10 4 N 26 ' / / °r g I / ll / 2 7 '/8 41 p - - - / 6 m , 36 27 5 r � / 5j 7 42 35 28 6 I Ii 4 6 SITE PLAN LEGEND x 2 3 , � /4 5 4 34 29 - 7 1 � � � / OUTLOT H / EXISTING PROPOSED 3 12 44 / LL 12 3 8 I f LIGHT POLE + 2 9 .7 45 / o \, � SANITARY MANHOLE o 3 / �' T_2 /, 0 32 9 i G SMH 4 46 X 31 l� I V MISCELLANEOUS SIGN —1 UT L °�e / - � / 1 0 EXISTING SPOT ELEVATION xDODD.D 1 2 3 �. 12 47 10 4 — , _ — �44 I 1 i EXISTING TREE 7 / / 5 51 50 49 48�- -� , / 8 / \ _ _ _ // \ / 11 I TELEVISION BOX 0 °re/�—� 1 . 6 k �- / \ 1 I ' HYD Y 12 / I I I FIRE HYDRANT ( 13 / I GV I I I I GATE VALVE D4 N - CLEANOUT O • 3 4 5 1, J I V I EB 2 � I I ELECTRIC BOX ❑ GM 12 \ _ — 11 I I I I GAS METER O � I ° �-- - I I Ljj ® or (D ® arI 20 1918 CATCH BASIN 16 10 9 8 OUTLOT G 0 9 - 151413 12 11 RAIN GUARDIAN EM 'ET ELECTRIC METER O TB OUTLOT G ,�� 11 I II I TELEPHONE BOX ❑ N Lo7 \ I ' ' ❑ II II I I I �/e/ / 1 I I I / II I UTILITY POLE FES L I I I / I 10 I II \ I I FLARED END SECTION 0 A O/ I / I 2 2 6 18 2 `- jk 93. \ I I HH 19285.8 / I 7 14 \ 3 sT-4 19 / STORM M AN HOLE Og 11 5 STMH S3 16 SERVICE R TH 21 SOIL BORING/TEST HOLE 0 75 150 300 4 \22 17 RETAINING WALL (IN FEET) it 3 WATERMAIN/ 5 23 934.E 16 sT=� NV 4 I SANITARY SEWER -------------- 6 BENCHMARKS / or, 16 -5 24 1 �� I I I I —j STORM SEWER >� —>�—>�>� / / 7 OUTLOT K \ ` I 1. Minnesota Department of Transportation 5 \ �\ I I I PROPERTY LINE Geodetic GSID Station No. 41919 (Name: 7 93 14 i 5 I \ I I I SETBACK LINE — 430M) — Elev.= 933.90 ft. (NAVD 88) ' / / 4 25 1, \ I I CURB ——————————— 2. Minnesota Department of Transportation g/ / 3 I 1 OUTLOT G � I WETLAND Geodetic GSID Station No. 33703 (Name:ame:1 PEARSON MNDT) Elev.= 934.71 ft.26 DITCH (NAVD 88)2 x III I 10 11 7 I I I I I UNDERGROUND TELEPHONE ut ut / 1 —_�__— — 27 I _ \ ) ` UNDERGROUND ELECTRIC ue ue L — ji —� — — — — - - - - - - - - - - - - - -f = — — I ' x � � CALL BEFORE YOU DIG 0 0 0 7"'F a ore one one one one o oe oe o One one o � one one —� oe xohe ohe x x x UNDERGROUND GAS ug ug ore —I 1 ONE ( III �� `I UNDERGROUND FIBEROPTIC uPo uPo 4 � J�, I�l v� �3 / O �\ 1 \� 1'� p 1 r �ii ( l I FENCE , 5 � � �� � � � 11 / S � � �1 �'� Iz / 1 I I x x x � 1 I arm 1� O 1 ii \ / 1 OVERHEAD ELECTRIC ohe ohe I 1 2 1 III W / r---ate 44 �9i 22 ly S \ 16 / 5� CONCRETE SURFACE L� -A 0 Know what s below. 43 \ K AI P I 12 I 9 o ___ 42 I y ONE (> 3 0 BITUMINOUS SURFACE i Call before you dig. \ \ I The subsurface utility information shown on this plan is utility \ I i SHEET 10 Quality Level D. This quality level was determined according to I the guidelines of Cl/ASCE 38-02, entitled "Standard Guideline for the Collection and Depiction of Existing Subsurface Utility Data. 3890 PHEASANT RIDGE DR NE Revisions: M/I HOMES O F M I N N EA PO LIS LLC 9 CARLSON SUITE 100 I hereby certify that this plan, specification Print Name: Brian J. Krystofiak, P.E. Drawn: KRO 1. 2/25/22 Revise Layout per City Comments. ENGINEERING or report was prepared b me or under m 2. 4/27/22 Revise Layout per City Comments. P RE LI M I NARY SITE & BLAINE, p p p y y y p y THE SHORES OF ONEKA LAKE SURVEYING direct supervision and that I am a duly Signature: // Designed: BJK 3. 5/4/22 per City Comments. of TEL 763.489.7900 - 5354 Parkdale Drive #100 MC—LArm%L ENVIRONMENTAL FAX 763.489.7959 Licensed Professional Engineer under —� Hugo, Minnesota UTILITY PLAN INDEX 21 CARLSONMCCAIN.COM the laws of the State of Minnesota Date: 10/21/21 License #: 25063 Date: 10/21/21 St. Louis Park, Minnesota 55416 Save Date: OS 04 22 (:\jobs\8861-8880\8869-dell webb-hugo\cad c3d\engineering\preliminary\8869_site.dwg #8869 1 - �I ■ .- IE s1s.02 " SEE SHEET 11 POND / % �� ---- ---- ---- _s_Ereq�K°E j l /' ` o 27 STM SWR PLUG / /� 1 ��F� ♦ - -_LINE 20'R , �- 9y .� 9E RE 933.48 TYP. 1 o' ,r Pi �o ��PCK IE 919.11 z 8"eir STREET AAA " WM PLUG �� / ,' ��� % �� IE 919.01 20 21 22 ---- / �- i RE 932.75 �- ,,: �� ,_ � .;�•P I --------------- � � � 17 �- - _ vim' l/ .- a1 --=__i �► t2^ ojP rn �P�� 8 SAN SWR PLUG i v _ .7�9' 2 � I ---- = W IE __moo / i o/ ' moo; o -'�--__ F_= _ a „ ao _�1 I�_ o+bb _-__ �---- - - CIE 920.95 ��:'s, F 3p. / IE 918.36 � ' 11 I1 __- a RMnIH --- � e�1 RE 80 / ,' 1 ti`'i� IE 918.26 18 19 �me/ ----- - -- - -- , / 3 �� i 23 N1l f 1 BOARDWALK � - -_ Br oTriERs ------ '' STORM SEWER 932. / ,/ �� S dv ro / ---- _ f.E 931.95 IE 920.80-E / s 15 16 /z? _ 12 - ------- - ---- ------------------- STORM SEWER j-- IE 916.62 �o�� IE 914.85-N� / i / 1 2 �' p --------------------- / i / o 1 - 159TH \\ .7- ,,eY OTHERS IE 914.7 -s , " , ' /°"` Q OUTLOT G I I f �--/ 1 �__.IE 916.52 � I �/ / � � � 1 / t- .�� �- ,%�� 1 1 RE 932.25 32' / < i i / i 14 1 STRE / �I COORDINATE �' _ IE 917.32 B-B Q /G� i / �'0��y /° / RE 940.60 1 �� � � �_- BITUMINOUS TRAIL WITH IE 917.22 .I - / /��� �ti��/ �i Fs�+�� 11 i 24 IE 921.38 2 / ,I h 1 s0' �- /i / 13 IE s21.2s / if I ROUNDABOUT DESIGN LU i - 1 /I COORDINATE STORM SEWER 8" SAN SWR PLUG RAW W - %� '�\��� �'' �� / spa `�0 38 �� �m_� 0 i 39 / A 4 11 / / WITH ROUNDABOUT DESIGN IE 117.53 10' � � -___-j� � /�� �` � ,' � i � /� 1 2 1 u 5/ TYP. - / �' i / F �� �' 25 :: LAKE ONEKA 8 WM ,PLUG � v� ��----�- , ,- 9 / � � I �.� ,_ -- -,- OUTLOT B � 40 ro 37 / 8 / i RE 939.38 ' s RE 933.95 0 1/1 ° / / ,� �� ' � � '' �� / P� IE 916.66 IE 927.38 26 f 4 �l �'n u /IE 916.5 4 / -- I I / �� o hF --- ------- --- /� ,' 7 ' �J� BQC 60• �o�� _-- --- OUTLOT D ' / i' �� %� 9 41 \ Raw , - � 27 RE 941.05" / /- -'RE 934.27 - WATER REUSE 36 _ 5 / SYSTEM. LOCATION POND/ 6 p i _ �m 12 // IE 920.3 I IE 913.55 1 TO BE VERIFIED. ,' ,' 5 ��' ����� �� 12 TYp. �w IE 920.2$ /0 # � I - - - POND � / /' ' `� ; 12 /z? Typ o I i RE 933.60 / i i 7 42 60, o in I / , c / � / i R �Y z � CIE 913.05 , / /W �Q o 6 10 IE 912.95 2 1 �,' /°`° 4 �;���T�0� ��`�O / /% �N� 3J 28 ���� 60� I �\//O' / ° 6 OUTLET CONTROL ��' , �� �p o 3 � STRUCTURE < l/ ./ �s '� 4 F. 43 / 3C RE ,941.15tii �e 5 Pi cJIE . 26.78� FT 3 �i c g ,�� y� sy �F?A RE 932.25 2 ,o IE/926.68 29 7 1 � ti �k / ti `� 34 titi IE912.86 e� ��o / p � _ IE 912.7 POND 44 G� E_ � " / �i m I i�� /� i RE 932.96 -, SE SIDE % i" o `�u 30 i l L�I �' ; ,� IE 912.53-8" NW 'gyp N s 8' B�� SACK u_NE 3 RE 942.11 " �j �� 33 / OUTLET CONTROL , " - M�NOUS -__� i IE 925.58-8 NE ���, I STRUCTURE '/i i IE 912.43-10 E m , TRAIL % OUTLOT H " ' � � '� " `s � �� 20'R �, IE 916.90-8 SE 32 IE 912.33-10 S �� „+� , TYP RE 932.15 " 2o'R<, RE 940.45 I � I �///� / �� i \Q� `p� IE 914.96 3s� IE 916.73-10 SW TYP• 2 . 31 3 i 2 P a> Q TYP. ��CO w m /IE 914.86 "-2 �' NSF s FRo I' IE�919.48 WETLAND �I S ° < 2 4`� tir RE 941.05 % 1 IE, 919.38 g I AN �S Z. <y ; o 4 Q IP F s. 46 F�� A� F /0. 25' FRo s -�J` , �� s, Pi q �_ IE 918.98 �I �o o ti CK LINE ar�� IE 918.88� / / I / cJ POND�� / - R 933.62 �; � 47 � / 10 i 6 �i sp, / 1 2 IE 913.86-8" NE '9 (L2) RE 941.45 �� i / Q i IE 916.41 I l K1 i/ / �i , ��m� �/ i� ,' / ' IE 913.79-10" SEA sc 48 j� / �� IE 916.31 ' �49/ ,�� /' OUTLET CONTROL IE 913.69-10" SE a 5i0 49 7 a'„. O , STRUCTURE �10( 51 o � �0 3 4 RE 934.40 � - RE 942.25 -- / 5 IE 914.15 ,\0 20'R "o. � \ RE 941.65 ' �� TYP. IE 918.00 12 �I � % / OUTLOT I �� '�RE 940.70 IE 917.90 IE 918.49 �,'' ' ' -�' 6 a DIP,��� ��� IE 915.96 IE 918.39 RE 934.54 1 10 v N - 2.. IE 915.86 �I 10 _ __ IE 914.71 13 RE 932. c° /'�/'COORDINATE W�UTILITY ��- IE 914.64 I ` CONCRETE SID WALK 1 COMPANY ON RELOCATION D OF EXISTING POWER POE 5' cK�I�E � _25' FRONT SETBA . � RE 938.90 S TORM WETLAND - - IE - I / 1 I FWE 5.58 W / R/ , /� \ zl IE 915.48 / r_�-T-- 19 _ 13 - �, o< 1 I I 1 m a. , I/ II II 12 sF ems. R 933.65 1 8 1 7 - _,� -1 0 9 8 7 I 11 ► � -- IE 920.06 16 - - - --- I i i E 932.35 o, ° . cti - IE 919.96 1 5 14 13 12 o f I I lI I IE 910.84 �� _ 056, IE 910.74/ /// 2o'R Zo al � II / ,' / , io 92 TYP s 25,FR _-_-_ R 934.1 ��I � I I i II II 0UTLQfi' A °°`/° �' s` "o E ask RE 931.94 �., IE 9 20.R WETLAND I� 1 I I I / IE 921.06 2o ss _- TyP 8 OUTLOT G -- / TR ET srn -_����-�- 6+00 5 y ] 1 / l ,RE 934.40 2s. ^� ' DIP bz I IE 919.22-s E sf� S�oe m o P ` _ 00 � OUTLOT G " ACK(� _ 5' CONCRETE SIDEWAL ' It 910.26-10 NW NE <o LAKE I I IE 910.16-10" S, RE 935.45� ° R 933.05 I IE 910.01 25' FRONT ---IE 922.06 IE 909.91 N I 2 10 _-SETBACK JINE_ RE 932.45 IE 921.96 m IE 921.46 19 ma`s - , �w3 � I ° 1 ---- _ ;' I, � , � ' �I '��.-. ,� o� 11 � 17 18 20 i�N � � II / za.a Q 12 o -------- I ,�( o/ I � 13 14 15 16 \gym I I ,T I , I I RE 936.40 . N 9 /m I I',t / I I 3 IE 909.63 I I / - -- --i xl' i e� IE 909.53 60' x R/W l 16 RE 93� 30 LAKE g IE 926.79 / �, / ONEKA LAKE ' SroRM s 21 s� 2 �I O H W - 9 31.3 30' EWER \�O 1 3 '�� 8 RE 935.80 \sF ' � �\ I / __ _ IE 909.11 22 �� RE 934.85 -- - - - - -r- - - ------ -- - '' \ G i IE 909.01 7 c � ��IE 925.90 5 / OUTLET CONTROL �tiF yE 925.80 STRUCTURE 23 �` 1 I � ��1� �j �� 6 /� !RE 935.95 5� g s I j /�' �' '� �' IE 908.80 �� . ����r. q0 R- �\ O y-c� 4 � WETLAND ' / y� �� IE 908.70 POND 6 /0� I i �I \G;� I t J , ��z 5 5 �� 6, 0 \ RE 935.60 5 \ LAKE W I $ �� Q OUTLOT J 25 �� IE 925.30 OUTLOT G \ � I �P� �o� 4 16 I 9 i � � 16 m I / _� / / 1/ ,�� RE 934.35 i s< 6 WETLAND - -- // h /�� 0° 1 ------1----- d ' /--- / C) - - - - - - - - - - - - - - - -� �I I� IE 907.83 c o F 3 ��'�` z \ I �zli I 1 0 �� �4j 26 �,� / QI' _ II '� � I {D m 1 , �Z Lv �� � - I a->� IREMOVE PLUG & CONNECT�� - �� 2 m 1 s�pI I LU TO EXISTING 8" DIP WM - % .m 7 I r ; 1 of " EE 907. 85 REMOVE PLUG & CONNECT TO (n U l I W/8 G.V. & BOX. \ 1 REMOVE PLUG & CbNfJECT r i 1 w l' I �I 1 ,. IE 907.48 1 - - - ----- EXISTING 12" DIP WATERMAIN TO EXISTING 8" PVC II N 1 1 Iw I 10 PVC SAN SWR -- ------------ ---- --- ---- ------- ------------- ----------- - , -- " SANITARY SEWER. +T _s -7- W12 G.V. & BOX., - - -•- - - - - - - - - - -•- -•- -.-. _ - ° E 36.65 I II \ Vie ° ...� .-°..-�.-...- -°.. .-°.- .-°.- . - •-° I. I ...\ REMOVE & DISPOSE OF 1j i,� ,'l - Ii ----------1 --------�1-----I-{-p I I N PRP I 924.50 CONSTRUCT MH OVER EXISTING 0 <- <---< - <---<---<----<---<- r \ EXISTING& GUTTER AS REQUIRED. a 10" PVC SAN SWR & CONNECT '�" III SAWCUT, MILL & �I I O I N E I O 2 IETE EX IE 24.40 8 R TEMPORARY TO EXISTING / / 'I MATCH EXISTING \ (FIELD RIFY I BITUMINOUS TURNAROUND I I l �r -1 REPLACE IN KIND. � II ( J �f BIUTMINOUS. e�/� --� " REMOVE & DISPOSE OF / RE: 929.15 \ i / 45 -��� '4, 11 ��� g 1 7 Alm .S �' I_l EXISTING BITUMINOUS PRP INV: 906.83 _� i 1 ;I . 23 r I / I /\ 1 0\ Z AS REQUIRED. REPLACE I FUTURE TRAIL EXTENSION EX INV: 906.62 (FIELD VERIFY) \ 1I '�r�, I �� I / / \ w W EQUAL SECTION. (BY OTHERS) LLI I SAWCUT, MILL & ' J 22 1 I \ I 12 �� - -��\ \ 2 2 -- I w MATCH EXISTING o 50 0o zoo > BIUTMINOUS. \ \\ T 44 \\ I P D N D I/ \ I / - - - - I Q (IN FEET) E I I I � K I I \ 43 coo p N I / I w o [-BENCHMARKS L - - - - O 1. Minnesota Department of Transportation �� \/ \\ p I I I I 0 Geodetic GSID Station No. 41919 (Name: �O 0 / �14 I I 430M) - Elev.- 933.90 ft. (NAVD 88) 2. Minnesota Department of Transportation \ \ I I I Geodetic GSID Station No. 33703 (Name: PEARSON MNDT) - Elev.= 934.71 ft. (NAVD 88) 3890 PHEASANT RIDGE DR NE Revisions: CARLSON SUITE 100 I hereby certify that this plan, specification Print Name: Brian J. Krystofiak, P.E. Drawn: KRO 1. 2/25/22 Revise Layout per City Comments. M/I HOMES OF M I N N EAPO LIS LLC PRELIMINARY SITE & 10 ENGINEERING or report was prepared b me or under m 2. 4/27/22 Revise Layout per City Comments. BLAINE, MN 55449 p p p y y y p y THE SHORES F N E KA LAKE SURVEYING direct supervision and that I am a duly Signature: � // Designed: BJK 3. 5/4/22 per City Comments. of TEL763.489.7900 - - -� 5354 Parkdale Drive, #100 Hugo, Minnesota MqCA ENVIRONMENTAL FAX 763.489.7959 Licensed Professional Engineer under 9 i UTILITY PLAN 21 CARLSONMCCAIN.COM the laws of the State of Minnesota Date: 10/21/21 License #: 25063 Date: 10/21/21 St. Louis Park, Minnesota 55416 Save Date: 05/04/22 f:\jobs\8861-8880\8869-dell webb-hugo\cad c3d\engineering\preliminary\8869_site.dwg #8869 71 FUTURE TRAIL EXTENSION (BY OTHERS) ' WETLAND 8'R TEMPORARY / / RE 932.50 FUTURE TR BITUMINOUS TURNAROUND I ,' / /" TEMPORARY /IE 922.91 (PLUG ) CUL-DE-SAC IE 922.81 ' OUTLOT G RE 934.15 �" 3 4 ���\ �\ /� //"/ 1 3iR 1 IE 926.67 (PLU'IG)N @g R OUTLOT F WETLAND '\ 8'R 2 ORRY STORM SEWER C MPDEASAC I� Q BITUMINOUS \ U sro -.-vv�_. _ _, OUTLOT G i ;� rJ' - - - - - �, 2 _ 2 \z ' s RE 933.70 3 \`� r IE 926.27 4 2 \/' $ /1IE 926.17 WETLAND - . 60. RE 94 .94 '2� /� 3 W 10' z l 3 2 IE 928 9493xiZI TYP. I v w -� ¢, / 4 W 4 \ s, F �e o `o. !Z I WETLAND � i o o �' \� Fri \?F e 6 z, LLLJ LI j zl / �, / \�T oA a 55 / RE 94 .94 �L l of �a �, // a \'�'o '�' �� � /e �` w IE 928 94 3011 5 N5 „' 1 '�� 5P� i I0'R CiS, to6 60' Op�� 6 R W 10' \9 2 I j l j 6 �TcF 2 \F `` 1' TYP. 1\1m OUTLOT G s %I 30, ' /'/ ~ RE 941.95 20' < I /• �� l / V 7 B-B RE 932.80 i% / ,r IE 925.10_NETYP \m o�v / IE 921.21 a / / IE 925.10 NW A� IE 921.11 ;' S�� / IE 925.00-NW $ 10' T TYP \ 2 m 3 - T 1 I )' / %'�� /& lm OUTLOT 3 G 8 i ,�; /' s , RE 941.35 IE 924.77 OUTLET CONTROL 4 IE 924.67 I (n / 60. / / II / ' STRUCTURE 9 D R/W i 4 /" ; , ,. 934.0 I I i 3 / / l" ili (n I yj, L / %r- POND 5 IE 94 924.85 "v) 10 I r / / ,�' IE 923.98/ 01 I RE 933.40 1 OUTLOT E i R,w i 4 �l IE 920.21 6 i/ 301 sT°RA4 1 l � / I sewE JR? 5 /' 8" SAN SWR PLUG I ' BOND ei , ' o I / / O / WETLAND / o / 8" WM PLUG IE 916.80 / / ,/ ,'' z I,s © 7 OUTLOT D I o 3 / 6 / �l l 6 1 l �J dll it i - - - - - - - - - - - - - - = = = = T = - 1 - - RE 933.60 ,/ u ll ;Il // / / IE 916.70 /l l l s i /r I'h II 4 �// 1 IE 916.60 I / / / / 20 I �, I % 7 2 o eso.a l l I ,' ,' e i I o - / I WETLAND �" I / / / ' g/ -� I rn �� / - OUT ;II §/ / �� o /l I/ / s 19 N� I 8 ;l 1 /l � � � � � � J. �� � ;11�11 � �1� � � � � � � � � � � � � � � � � � ' OUTLOT A � " / / / ; OUTLOT D ,' r/ e i 6 f l r 8 WM PLUG / , z Io z SIDE 10 I,m - 'I 25 / 1 I ,I ll i e 8" SAN SWR PLUG % / / / ' / p I � SETBACK LINE _- 25' 2 / " /r / 18 � �- -SETBAOSIpE 1 - _ 12 DIP WA MAIN TO i l 60' \IE 922.08 l I l r a O ,__ " 1 O / / , /COORDINATE WATER MAIN �' / �oE 2o'R STREET F "-�/NE / U I/ CONNECT TO EX. 12 DIP I WITH ROUNDABOUT DESIGN Ty !y RE 933.90 O / / / 25pCK��N H Q / 1 RE 933.16 A r T ; s" DIE.WM-- STUB 1 STUB ON 159TH STREET // 1 1 IE 915.61-NE&SW � IE 916.20-N / �l l i / /� 1 sE - ��'� 4I -{' _-I a, (DESIGN BY OTHERS) 8" WM PLUS IE 915.51-SE / O / /' / - � --� °� RE 941.65 / 1 / r uu 20'R IE 916.10-S / // / / / / i II IIII ROUNDABOUT DESIGN \8 SAN SWR PLUG RE 9 2.55 TYP. IE 917.53 a IE 922.28 / 16 /" BITUMINOUS (BY OTHERS) �,-' IE 916.12 � 'e � � // POND ' r' Si / _--- --------------- IE 916.02 " / / ' <v/ -- _�K_LINE 20R / e 7 ATM SWR PLUG / 15 4 -- / r �/ YP. ! ���N� RE 933.48 co ______ __= I =__ --__ 1 s 8 WM PLUG i i , P o PCK IE 919.11 ' I -_ -- �`J / / 14 �� / IE 919.01 21 _ STREET AA " / / �E 20 W 22 ` 8" SAN SWR PLUG / / // ,' o�� i R 932.75 1 7 / �;�,s/ / /e Fe' �`�. / IE 918.36 /CIE 9 0 '' /' s 1 `��// ` O S,,/ 18 19 1 - 95 / 3 IE s1s.2s Q -_ RE 932.80 / / / n / > see / / � --_------- STORM SEWER J i yw �«/ % ��S 15 16 12 `�� /,� 1 BOARDWALK ' __� ----------------- - . -- I�E 931.95 IE 920.80-E / 23 WI 1 io iT------- --------- ------------------- Q 1 o i F i i -- o�� i --------------------- BY OTHERS ,i / / / e 2 i / Q I / U OUTLOT G / ---------------------- STORM SEWER IE 916.62 O / / �-H \\ - - _ IE 916.52 I IE 914.85-N / / I 159 't- ��_� ;��/' e7 1 RE 932.25 32' IE 914.75-S /j / � '4o si i/ / 14 INm i l 1 Sr / q / / / 9 / i RE 940.60 w I I COORDINATE 1\' ., IE 917.32 B-B Q G / i / 0 REST �__ A �, BITUMINOUS TRAIL WITH 1 x IE 917.22 60' // Q s�,ToF i I 1 41 q II I ROUNDABOUT DESIGN 24 IE 921.38 2 / COORDINATE STORM SEWER 8" SAN SWR PLUG RAW LUi1 j� / /��G /�,'' e/a 9.�91 0 1 3 so 38 IE 921.28i 1 / I I �I LAKE ONEKA n gi WITH ROUNDABOUT DESIGN IE 917.53 10' I _ - /�5� `�`� �"' \ / / �s 39 I ' a / 12 §// s" WM PLUG TYP. I c i -- ��� �� 9 i' % ` _- 25 �I 3 I OHW = 931.3 I Il _ - - - - - l I 1 I I 1 III II I I/ 1 , ' / / O // ' /� / / /r / ♦ / � / \\ Q 4 /It / / ' OUTLOT B =+ _ - � � '\O,' ,'' /� sT°�� ii , 11 40 ; 0 37 I / I $ RE 933.95 / J RE 939.38 s sFp i/ y P� IE 916.66 i i/ \ IE 26 ro /rr H -ly�w 1' __ /,r /� O 7 i \ oJ5 / 1 0 41 i 30C .o R6o, o i I __-- OUTLOT TLOT D /' �� % \ r. w l i I I i >- l /'/r1 / �� -RE 934.27 - - ,' ,' / 6 0` \ I % 36 27 RE 941.05' _ I 5 / WATER REUSE POND, / 6 0 i _ Im / 12 IE 920.3 IE 913.55 1 SYSTEM. LOCATION ' ' / / _ ` 'f' i $ 10' § ' / 1 2 1 TYP W IE 920.2 U f II / ,' �r� / \, TO BE VERIFIED. /' / rj 1 2 0 '_ - - - - - - - / ? TYp //, / �, i I 1 I POND / r / RE 933.60 /' ,/ �?i i 7 42 / 60' i�r h l o�, ,� / R �U 6 2 1 �/ 4 P/ o`�o' l �w /N�� 35 28 i / 1 0 II I E 912.95 , / ���l O ��r j I / • , / / yA 60 / /r / / r 2 • ! ` 6 OUTLET CONTROL off/ / \�e,i / 3 /'� . / STRUCTURE RE ,/941.15 4 a .� I 43 % 30' / 0 i c &, I E . -6.78 �j �a RE 932.25 /�/ 2 �i �p`e�� ���?/ 5 it � �r 6 IE1926.68 34 29 /� �U 7 r IE 912.86 Fes ', i e �o/ POND IE 912.7 �e /- F, 4 44 ' L J i m I �/, / i rr {o C ^ ep/ SE E 1 i % o / U / O RE 932.96 r,A 25' sip % �� 30 i 8 I /' ,' ,r /' IE 912.53-8" NW '�'y S , 8' BIT(/ JBq�K LINE i /' 3 RE 942.11 " 2 �Q 33 OUTLET CONTROL / / ky, MIN° i IE 925.58-8 NE , ~ / STRUCTURE �� � r' IE 912.43-10 E s / // / US TRAIL / % OUTLOT H IE 916.90-8" SE / /� 32 I Il I /' IE 912.33-10" S ' �o �`, 2Y'R RE 932.15 2o'R<. „ / ``��'� 2o'R TYP. o IE 914.96 � 7 IE 916.73-10" SW TYP. R 940.45 I / Q / co \ _ m / s<-s �, s 2S. 31 i I IEI919.48 I r / i 2 c ti 1 IE, 919.38 r � r 3 / p ;z TYP. � FT � , , � , / � I-zto� IE 914.86 ,� �/ �� q R° WETLAND i r / r r �° / m c SAN <. r RE 941.05 % 9 I N o r 4 i ��SwR \SF�s. 46 I , / / �Q O / ` ' 25' FRO wM S S \�A G C �, IE 91 O /' i Tyo NE 2 ,TopM \0F/O, 1 LP/ oQ� /� s �. IE 918.88�! 5 POND / �F� T \F �� r , R 933.62 \ 47 \ �( i 10 I II RE 941.45 2 IE 913.86-8 NE i IE 916.41 / ,' / IE 913.79-10" SE\ s / I OUTLET CONTROL 48 IE 916.31 ���Z `;O /' //' STRUCTURE IE 913.69-10" SE \ \���r 50 49 / /�� .- r- �,- 9<< / I 3 4 RE 934.40 ^ \,G� of a \� o i 8 ti- v� , 7`-'�----- IE 914.25 _ ---- ---- RE 942.25 I / r i ./ �P / / 5 IE 914.15 �0 20 R 6�moo. / - / / / g ,' 13 \ IE 918.00 12 li 0 50 100 200 9 / `;a�` // / , OUTLOT I \' _ '( Q` TYP. �' 'ARE 940.70 IE 917.90 `�� IE 918.49 r ' / / '' ��- \ j `IE 915.96 IE 918.39 ' e ' 6 RE 934.54 I$',>p1P WS�� o v � IE 915.86 10 RE 932. Goy '' _ _-_` IE 914. 1 0 ' �.� 13 I (IN FEET) I ( � / /COORDINATE W/UTILITY -`E 914.6� / I I IE 911:11 " `' ' '' COMPANY ON RELOCATION LINE, `` I I I 911.11 CONCRETE SID WALK I i I I I I OF EXISTING POWER POLE WETLAND _-_ -_ zs' FRONT SEA CK RE 938.90 �_ S�RM a ) I� N wr- 5 IE 915.58 j I BENCHMARKS zl IE 915.48 II 9,I 2 3 4 �/ i 1. Minnesota Department of Transportation I I I •/ / / 20 19 13 om Geodetic GSID Station No. 41919 (Name: i - N �1 1 I I I 12 1 ' 1$ - Low1 430M) - Bev.- 933.90 ft. (NAVD 88) / - -- II i i j Ni /sF�s. R 933.65 1 7 `�-- _.� _ /' 1 0 9 $ 7 I I N1 11 I ,' 2. Minnesota Department of Transportation - - - - - - I\I I 9�sa IE 920.06 16 ' `-__ 11 I Geodetic GSID Station No. 33703 (Name: (NAVD 88) / I I I E 932.35 o, \�F IE 919.96 1 5 12 PEARSON MNDT) - Elev.- 934.71 ft. IE 910.84 A��� v�F-- 14 13 SEE SHEET 10 �,, I I� 3890 PHEASANT RIDGE DR NE Revisions: CARLSON SUITE 100 I hereby certify that this plan, specification Print Name: Brian 1. Krystofiak, P.E.- Drawn: KRO 1. 2/25/22 Revise Layout per City Comments. M/I HOMES OF M I N N EAPO LIS LLC PRELIMINARY SITE & ENGINEERING or report was prepared b me or under m 2. 4/27/22 Revise Layout per City Comments. BLAINE, MN 55449 p p p y yy p y THE SHORES F N E KA LAKE SURVEYING direct supervision and that I am a duly Signature: // Designed: BJK 3. 5/4/22 per City Comments. of TEL 763.489.7900 - - -� 5354 Parkdale Drive, #100 ENVIRONMENTAL FAX763.489.7959 Licensed Professional Engineer under Hugo, Minnesota UTILITY PLAN �F CARLSONMCCAIN.COM the laws of the State of Minnesota Date: 10/21/21 License #: 25063 Date: 10/21/21 St. Louis Park, Minnesota 55416 21 Save Date: 05/04/22 f:\jobs\8861-8880\8869-dell webb-hugo\cad c3d\engineering\preliminary\8869_site.dwg #8869 EXISTING - PROPOSED PROPERTY LINE - EASEMENT LINE --------- a A I / x ���� SHEE T CURB LINE '/ v / wig ExTE.�1 r WETLAND 40 � "(By° ///��� / BITUMINOUS LL dl 100 - -------YR HWL 931.2 CONCRETE -rP ,.....b (7/„ 0� ,.,/tllx v /d r / ,...• /- 3_ . r 3 • \• _ ' ��,l `•'•;•\.. SA NITARY SEWER ----> STORM SEWER ----->>- >> # \ e o \ nl LD i j _ _ ' •:•s/ / \ ,i \ g3s sso >\ ( / 1 \ e ''•� r° �' Gl la �a s WATER MAIN DENOTES IN LET s3 36 CTION��� OVERHEAD UTILITY\' ohe 1 1\ I R O 3 2-- l pNo _ - 7YH��u.�I ��A-,,ocn --3," II '\\\ '\\ �s/y o✓O//m/////°r;✓•;...s•�$/ `y°• \=\ \\'1�C 9',9'',�\9y°yo`'\�i y 39°,5y.�-°\a o��° \ "aI�I b o>.',...f\;c-�Ow.w�na�/�_l3_\%.rj1• 'Vf\.__-; -w FT_LA N-D 40 \-\ 1 \T/j////"�� / STORM CATCH BASIN 3J STORM MANHOLE 131100 YR HWL / 01e MANHOLE ® 0/ ® ® Q / HYD MH HYDRANT cv GATE VALVE N Tv I / TELEVISION BOX ❑ ON 140 I� '''/r/ \\\\•• \\\ X�C a'D`tr , �' °��yso-o \ \ I / / TB I -,-r /� I // 0L -� / 155,uv \4 \ ' 0 93 y ..� /^ ,'/// TELEPHONE BOX ❑ O Lea • 'i �\ / \\ \� /C m�p c ` ,�$ \ \' o \\ 9 .)C \ / �: / '' / I � I � ., ;, `a ,� >\` � I i. ---v� ' � / UTILITY POLE `a> 1 um I 1r7 oL N f, RETAINING WALL I �' / FENCE x � l ••. / ;- 153/ oz/� %,:�' 10' CONTOUR 1 u 126 0 ^ ',' � / o o ' v / I i I v � Ive T .% e�o •I oI1s71 ,/•/'•• 2' CONTOUR /•.• /' FLOOD WAY FW I / I cD'--L N"< NWL= 927.0 I \ / h Om y � Y � �•' I I I 1 7f / ? It 5 0 ,� ' } . , •• A oD YR HWL = s26.7 I � �I FLOOD PLAIN FP ,0 14 � vI /% _q�3�' WETLAND LINE - - I151 i O a _ it F'/ I l" �l -`' 00.0 / x - x�I s � 100 vR HWL=3930.E �/ SPOT ELEVATION �I'�l ONEKA LAKE E.O.F. , / / • gErGI / OHW = 931.3 EMERGENCY OVERFLOW x to 1 I i k100 = I aP E R HWL 928.9 000.0 / • X rI I/ I1I / � e / I - ,'�r L,'; u/i' I _0 14 3 i 1 i r' _ $ ' l -1= � o �� l •l � , 'I I/I POND LINER 17- SILT FENCE ♦ 0 ..0 ..0 ..0 0 ... TREE FENCE 0 0 0 0 0 0 0 0 I i II I ii n lily II / l a� r} l / � I. i / v '/i' •t I sj^ - �o, °I o 14 / '" a / / � o � :?� l I / GRADING LIMITS 1 / � i' � / � / •�c / � � 000000 �l 1 ii'®1°eMl 'I / � _ sy'� I lI l l l: f i/ \ / / / •%• .1/ 123 c>J � �- I � / � , . a� a3�� / y •' � I n I %1 1 / / ,� I E l,'/ g/, •, I , / \/ ' ;' ' _ ---- ''w. '^° - • _cn I V / •' v f \� 172�n'� / PHASE LINE I I I I 1 II �11 /( .�l / f �/ �j{\\J A I I• / / �' �,.. o / � � v ------ _ %1 "l%�� I l / O /� �' z 100 YR HW sz6.7 /;": / 122 TREELINE 1 ii l 'l �1, 1 aI I % I / / 4 ( /� •/,/ 1y 9y 1`O �l\� "l ,'l lzo ` �°I� Sa' :G, T� 35 - 34.a �P.a -- /j / �� l / �l SOIL BORING I l III I \ ` NIFIFA(RRCIG15 / /'/' \ G _33.4 I • / / WETLAND FILL / \ I I Ia�� // � A /// /• / / ' i/' O 9 �rn'� /3.3 °Y°s ' � - a~ ' e�oaa9 _` J /a .a` / •.�' / /fir l 6374 S.F. I / \V c �/ '� / / / �d 11 � II1G s.6 a15.5 I 159� �'� qr� l�v/// . " '� '"` �,-� x�l��-=a------- �e3;.ro 3' -_ �' / /�, •// F�/// i 117 i00^ o ''""^ � �v v�935'\� IY SOG SOG � I \V i �i_ L '� � - _ / � ��'� I sr_ - '- - _ 3'e�ox -`- -J _ -_ 31.8 / / / l // / / ,i / ••• ^ y�" tl' 1 �� ./ �I -- L_ lj,', ��� - ---�- , , / r •1116 � y. Ci \ - I I 195 I e"O h� , ,umw,Es "� ,� / -- - - ^./ I I I 198 I _ - \ - \ \1 I R3 I I I ' I _ �I \\ j-- o,/ % -STREW A.4c-----------_---------------- / / /•' OG o � \ --- -- �-o-- --�-- - _�- I «.'" ___ �1 II� I/ �l r _ i ;� ----- //' •t.g� i' / •/ /// � /l•, i i < ; ,��� BOG � / / - ,�I II II f 1 1 I \\\ / �r / / / i / / / / / yy° Y ss ,�V O Q ,x 34.5 I I i'O1 $ I / :•''� '/ I I I l l � II II I II I I rSiR / / �•: �/ i% ' / / a/��ld ry d' / 9350 9 � %C',/' I L- L I ''� �. ___ _ /n I 1 ,I %;11 ii ii } I°I I i J \I\ r _e� ____�,=%-j •�'/ ,',' , ' ;/' a" 1 ``' ' .`.� e�;< `� /rpC ' ,' Sxa i � ��° \\ i '�i ,�'- --- �$ D i o �- 1 :1� � I II I , u Il u' Q cI j i / I 1 w F_-_,-- •_--, - / / �i _ /% \\ OG o• �. .. ya" / ' \9425 I � e I" � 19� a^ I I � I �3 W� y �' I I I 1 I II U' I!' / - - �'/' / .(T C'J / N�yy. \ i n _ _rn_ _ J"'• /�' I I' 1 I �Illiru III I --- --- 'jlll /ll �/ �/' / } - - - - -- �/''/ /� /� • ' 111 '00'> O G /d`/o°l �M 9aG \ 077 ? r,pa �T�"s„ �, Io�oQ3�r i fir '� - c�'"II I m �_ i'�::/ � �r /�' I I I t , u u� 1 --- � � i/' // r - - - i ; /'�� l '•�,,. ,<� �' �o y r _ - 0b °.� � 1 o a � � � I a �' I { I w /l I I �, I n n u •// � y I 119 0 " %� � I , /u/° II I - 'i �oND 1oa WETLAND FlLL �CAVA,ECIIRNEL � , .�;.. "'�, ti I a+ �n v I I i � I W �3 qq /177 �•/ I 1 I u u Q > - / / 622a s.F. boo olsNo ' • a� - 1 _J �� I l l I , I Il > ••m NWL = 926.5 1. -__ � I �•/ I , 1 II LZJ \ HWL = 9 1 N � �/ , r �...I o J�• I L1 -J \ / / ems, ,,ice �N" , 100 YR HWL= 928.7 < o , 228 xe / WETLAND 30 �I HWL= 930.8 I I I l i i ' � //l l l/ i r_Y / ,_ ^o :1 / i/ r // /' '^< �'' ' o �O � °, \\• rN-_ -- \ I� p.'3�� /3 ' 1�m� '�j .43 "'",i1781 � / I/,' 11 / I l j a` j l W _ / / •.1 / / / 101� `"rTrnciaNc is• r , r70 T y. »K _ /- _ //I _ Y 1 � I I l l / j _ � I1 /'r / /• _ �u / / \a \ � i � 7 a °� „> � ,' J , ..� � I I I i 1 1 I I j I I� I I i/ /�// / // �'•• C / 0-3/ '2a \ 5,:.107 0 .G .. �' e"' ^G 2 �m�:tnna ls" lr ai: �'-•i ry ,a _ 43 ^'L .`/- a 3a� o�' �!af _, m� /179 'I I� l i i i / I I' i' // /// / � iJ X `( s '/' i ' ••a i� ^f G , � �Q�' �50 �� l •2' 6-/r ,\`J° If N J l� r ;� \ / �� ,�I II 11 ' l I xT j AN a WETLAND FL, s.F.; �o EXISTING DITCH �'• ' \ �O f5 p �.,0 �` / 3 / o ((( ^ �z 4, 5/ a/ �80/. �/ // OH WONEKA 93K 3 YR HWL= 9�2 o � I r � I POND 500 / < O i K - }� F/ o J I r I ' I l I \ _ '/' '' / / ..p 317 G ) w• f� Jza -J/ /, �O \o f •O' ,> , NWL 927.0 HWL= 929. I tJ ' i I !lI I I/ :i \_-_ �` / �j / � `,o .p°u � •\.� // y`r \ `�/ ;,u 00 // /� yam. G v �. A'•0 a ti87T _ "� y ' / / l a I % E •/ / / •315 C � a a STREET aa> f ' o�y /g s c/ !a0 dy �e °'la Y h / I J 1I I I / I ,Il I i • / / \ "� J - •' Pb,9 ''y_ �A 3 \ /'• /G \ G \ / / 23,k // � 4 'C l °'�S,O /' In I I i/f Ii I II I // I ••••� •.''•/ / '• 14 \\ \\�\owh a �� i' r °Sao° uo � uJ ' -� �"\.�< 50 � \,/ ` / /•�, f <roey�\O \..\�\ "; 99.5/I/ � � / �� / I, E I I I /ll .• / / / ' \\\ \\ �bu, � V �/ . \^\�d/` + 939.7 'O l 4 \ L7 ''f2C� //1^� V \9vF29 a��•�' \�g\�_F�� `�,I BJB / / - 6J5 b � / .:• / ti ass ...... ' -\ e , .<y ' \ I ? / I I/ / $ ` ° A. .:::: / I Jq / • sxo sz.o u> \ ''s"'o .,. C z a /,¢,.�°/ POND 200::;; / 1 SOG ti .y 1 //�� r __,� r----m --220 / NWL = 927.O ; S p II eas. c 19 Shy l I / 928.E aC> / // G '{ � r� I y45 l /' gJe q / �•°` '1183 I I 1 // / /' / ,/!/ / ,,/•' a '3 2\ ba..>l`/ <ti // ji` %, / S�G' / / `;e \ '/ 934.5 1 I (9362) 1 1 935AL 1 1 9j50 °'//' 3 _1 _ j/ / q '�' •^ I I i/l E II 1 ' 450E S.F./ I 444 311 O air' s' O ' WO so5 I I o/ LL i i r O s°y / y'�• / I l l C / SE 5oxes :s �� 'z g�i \ � oy 4 '• I ,I / , /• 1 r axes 1 1 1 1 I I 4 > \ g'' l/ / / � /� o :;; r,�.• I 247 r , , \ G I I 1.6 G 1 9 Ao� :z.5'__ � � I�:' I '�I I I -�✓ / / ��o /:::y T ------ ••• j'.` I �/[/ /// \ c I 1939.0- 9 1 ;"'6 r 1 " °e /r .� it I / / / A • (.::%, // L• 1 246 I 1 / ' / xa \$.. \ 938.0_ I d 1 1 �-1 1 •'Gnf/' o°+ I•. I I 1 ' / F:+! d/ / •� '!/{9•,• I I l I l lT^'o ' I I ' / i / „r // /•`2 C_, 1 45 24�r O %Zw ,.... - - as. 3/ uol 28/ F NSTRLL POND T TO TO POND .•, {{ �__ �« ! y 184 •{�; I I'' / / • :• +• ''/ ROPE ADJACENT TO WETLAND 'Gti=, I / / �+ \ N, '@, {•` WETLAND FILL ,(GEEocraL) -�- --=1 / � f.) _ � 5 xP °'•.> 4515S.F. / :i \,\ 50 9 _ sv WETLAND FILL 3 4 '. 7208 S.F. /Ii I �I �•/ � � •Y.a' / d :R " WETLAND 10 _ •. � �'W` 11 � AI A 18 sy I I / /I II / /` t s /•{'v wE •ND '� '� 100 YR HWL 930.E •243 •�-e4i.. 3 .. 4' S > a ,\.-1 +`d', 1 1 �3x •/lI I I� 1 / .1 I _ "� , •/ 57$.f. NST/1L 9LT FENCE '� -_-�'_ - __� \ I (94.0 G 186� 3 I `\ 308 _ • •.1 ° 13 k i' • G 1939.0 V'G 940.0 G I • ass_ I II I r • _ '>r A •�;� ^,�i Sa `d �: 938.s0xea I II 5 I vexes a s 935.5 : ' J _-__ I II I \ �-I I� "I �� r s••- .:1 •/' ^�a\\'�' 252 .-�. I S 3W� S9 O 936.5 I 93 0 5.0 , ,� I \ I\ I Cr _ I 307 _ 251 I 5.I \ -1 U'�_a u / _ , •.a ECJas {, •• I 936.2 93].2 i 934.5 I I pl 5> \ •. 253 254 256 257 258 259 Q'``I" Jz.o3.a - ll I j IL 23II'3,�• // '�•��•a� I II �.t� \\, I 1 I/ � / �. 25 r I _ I^ 1 I I 41 1 I 240 I I 239, ••./ / �' /. -.W I I �26 --24 0 - o --J •,y' / \\•� II iI I , •\ .0 / G I a •I I• I I I ( n ••.�• •l.1_ly.•JJJ.I ` �w I I / L_`} ,�II I �\ yI I A // / ° / ' v , I i, �b i ' l ••I I 11 1 Ili e_SOG �I S � I �I§� a� •�;. I 's vv � I I < I I '1V I •,} \ / r r � v ,_ '/ 9 5 .;/ .S' 1 1 0 1 I � l i=- I � v •'•� I WETLAND FILL SUMMARY / l/' ' I \ \ � I• •� , i "�'/ � ` .0 I I 1 •-�t� I 1� r 93:4 11 1 � � �� `/ I / 1 / 1. / `\ � I II I �1 1# `\ \ • .�. •• / yw 5 ' a 9�a:e L y. z i J I WETLAND 30 / I AREA 100 YR HWL= 930.8 /,t�'• / \\ �, I T11 \�( 4 I\ • / /' /, �/ '� s' x,�aze - -J L" 1 ��S TR_E-T D_ -'ea�~•�J o >. 1I\ 1 � I I WETLAND FILL: 41,439 S.F. (0.95 AC.)WETLAND FILL662 S.F. 'I I SHEET 15 NOTE: WETLAND REPLACEMENT CREDITS TO BE PURCHASED ' I I r ' gl / :\ �/r r ,'g> % W' XW A' l J3.s .,,' Sz.O 0• ''Qz _'I '..9 .0 • .* •:r•:•r._ / \ ,�� �\ .�:�. ;, • .. ...:^. \ IN LIEU OF ONSITE REPLACEMENT. Ri, W s'M - e 4.6 I G %I vv O<- �1 F� •• ----------- �aP I, o " o / 1 _ rl 5 M W y as 5 ° 3 SO �': •, M -` 11 I I I l d •r To - 1�01W�m 1 / \ )m • 263� \` WETLAND 30�jj I II ®I I _\/ /I ' I / /'• / O l �,�8L 28$ / 286 I I I I 2�� s \\ > \\\ \\°zz` 1 100 YR HWL= 930.8 > / -j__-----I� / '/4 I I r /�/�,• I `I l ��'��� , W r _-, �\ r _- _ i I Ii I li / I I ,3 \ ° a' S�n>rJ ^o \ n -eoa' -gz>-__, i 281 1 I / \ / /" .f)/ /r I/'• ,�z^ / T oW«M l >,, i rez>__ J 3xo..... a L.o '` ���* \ L`.. % e \26 .> \ \\ H 928.9 .1 i d'' ` '„-._._.• `•• \\\\\ P ; �� 1 °(' z fit, ^ 303/ `W1 'L �.••+ / I / _ \ O , Cn Jo j \\ \ / i/ � `f \ NWL E 1000 ' - / /, �ZW \ s s / /,o / \ LAKE 928 9•, /' / �:fl / \ \ yam,;'-�O / :. _ _J I - --_________ � \\ s� \pe` `b•W/ZO / \\ \ /' \\ 100 YR HWL= 930. / $= l/ a , l / .; ,SA \ \ \ _ LAKE ' ------------ ! � ti/ ,/••• / .c\ //o^� r W�3 / 29 i / �- \\ \�'/ s�� ° `Pto`�'s'w � ` � �• I / � II OHW = 931.3 .` 9`y0/ � \\ y�y. O\ ,, ��/�. � � �.":y / X I / / \ < s�`'O '���O j '�'\o -' � I `. I / / / JJ' I N • --� I I ��/,,I�j /,•% �y�`' / �j • � � // / I �• � / � P // i iLL I I I / �41 (+`,/��/'r� y� / %/' • • Apo vv �9yy"�O v v � / g� �47�Oy /. / vv �` ,i/ �� ' `:�„� '� �\v 26w '`I , \ I; i I ,� / iI II 1 A� / ',/� 00'/ ,% /• v c7��e° .w G,w�y,� J / vv < v •r '"V t"tL.o v � �'•1, \hr v l I I ' I .'r1�',' f/��/ /�•• % \\ ';so \\\\ y��v .:/' /):: / ^ o �� / e 2_ 274 5�,4� \ '�r \ m�O � ^e 5 �:'/ \'f`. j 'r I I /I' I r %,� /I //„•'• 2�9' \ ��'y \ !v'� / m// <\ '�O j / POND 300 \ " s�O ,_ ',, -\ \ •�y/ '�!. 1 I r I [ ki/ // I/%r'a• •,% , \ Mgr \ `/p �, /' A '\ ((,9Ly\\\\`\ / i NWL= 927.0 \ I t\ U1 26 •I I \� , I �� 100 YR HWL= 928.3 �+ f'\N`6 11 \ `/. \ •\ \ I I' II ///'/I I ' / \i I. • • h 9°'i\O \ \ /QA �/ � / ten\\ )(�:j\�'S \ '' /// \ \ uk I E,Zb}.. \ • ' \' \ I 2� r7�� , �`�E°/ F.V y10 1 \ r - ^ �� :'G`z 1 ;s "L_" - - \ 3 •:� II 8 \x eee ,I I �/ i N O v�' � /293/� \ \I •\ II_ J� I �mW l I � � 7/ \\ � I � I LL -- - --------- �1 •r- I 1 I I / `(v,4�" / /' ° �!"�o� � / \ \ II ;r-_ , I '-6.�"NH 1 26t6": I I 4 CALL BEFORE YOU DIG r I ; a; �11I I I/ ,' I F r, ,.�;, o ' k "�� __• ........... ------- -`"� � .... .. -- •2� N�-- I •Ji F �•III rC nj 7/ nip R �F'o's''0°�-`\ v. / .. •.•..... .. • `. ' L VON J 4 N -Y/ \\ •��, I 9 ' `-• I �m m 1269 29 .... L-•�" ------••--- N r `i N m aoy� a WETLAND FILL i C�• \ --- - -- ---- II •.� I I I 0 75 150 300 I '• a '� �cl \ ______ - N mSS J _ 7542 S.F. �•. I I I I J II II I f I _� 111I 11 & f-�------ ^ _ -..-..tee.--«-.. « ..- - -« "• -«-..- - - w - / __-__-__ N.-84e •„ � I ..-_ � � y I �" •--«---�--- °-_ �\ ���-� �''�•• ,��I I \ / � I l I� w c ( N FEET) 0 /V o sli6cn0N\ Z -L ,\ �� A_E -j Know what's below. ,' // ! I1:5 / , ! v / / ; I � � � �v - , �No ICI i I= � �� i � r 'ill BENCHMARKS T ��' -� / /� v r I -- p ! llaI I LL / / f /1/ \ / / I \ �I I I /41 1. Minnesota Department of Transportation Call before you dig. SHEET e � _ _--- v �1 ��� �� v / / / v _L v v I / v I v I i�llw�l Geodetic GSID Station No. 41919 (Name: � V' I �2 I I I IN 1., S �'/ v\� 1 I v �/ I �� � I IY 9!I �LL � � SHEET // � 430M) - Elev.= 933.90 ft. (NAND 88) V / I JL K A P 0 I I / cD I 9 2. Minnesota Department of Transportation 1 ----- -- I Geodetic GSID Station No. 33703 (Name: The subsurface utility information shown on this plan is utility � �' \\ /� Il \ ON E I PEARSON MNDT) - Elev.= 934.71 ft. Quality Level D. This quality level was determined according to the guidelines of Cl/ASCE 38-02, entitled "Standard Guideline \\ \v/ �o�� /� L LL (NAVD 88) for the Collection and Depiction of Existing Subsurface Utility r / \ G000 Kc / \ I --� ULN Data. P 3890 PHEASANT RIDGE DR NE 1. 2Rev/ O/S: M/I HOMES OF MINNEAPOLIS LLC pp�� 12 CARLSON SUITE 100 I hereby certify that this plan, specification Print Name: Brian J. Krystofiak, P.E. Drawn: LOC 1. 2/25/22 Revise Layout per City Comments. PRELIMINARY GRADING OC ENGINEERING or report was prepared b me or under m 2. 4/27/22 Revise Layout per City Comments. BLAINE, MN 55449 p p p y y y p y THE SHORES F N E KA LAKE SURVEYING TEL 763.489.7900 S354 Parkdale Drive #100 direct supervision and that I am a duly Signature: // Designed: BJK 3. 5/4/22 per City Comments. of ' MC r� ENVIRONMENTAL FAX 763.489.7959 Licensed Professional Engineer under � Hugo, Minnesota EROSION CONTROL PLAN INDEX 21 CARLSONMCCAIN.COM the laws of the State of Minnesota Date: 10/21/21 License #: 25063 Date: 10/21/21 St. Louis Park, Minnesota 5541E Save Date: 05 04 22 (:\jobs\8861-8880\8869-dell webb-hugo\cad c3d\engineering\preliminary\8869_grade index.dwg #8869 I /e-%�\/'\--��,�-\//;a-//-/i/�/-����/�-�Ii tII°/-%////--\//--//I°"/\-I II/I�/��III��I'IIyI/,�\IIII�/I,,�/I�/-I-�/I-I/�>I\�I�\/IIIIII//--\//�\99 I'I�'I I��,I/�II I�/,II I,�I\N�I I I_�Iw�/�I°I\"I/�•/•/�•M,�o\�/••/\�1/r-�°ma°c//'-\\�`/�G/'�\•\�/o�\�-�G`•�1-V�///w/7�-\��•\-O/-///�_-•/�\•I-0I�/\/'S�//-��\���,/•v���\�\N�\/�P�/I-i"0\II°/1I\I I�I-/I/I-//II I I/I�\I I I I I/II I/°\"I I/$I II IeE I�I I I/IX I/`I I I�-I'\.a O3�aI,i`/�b4 I`°I�/"��.5�'/I/I1��1 M I 1/•w/I I I o I�Q��I/�,1%gy/j pI��1/o/�I.I\/V1 oe�,�^�z`i y\/'�/�o\�I I1,�I,I�/e°\\"I/1 l�e/;/�I/1,\;/� /���\1'/\'I�1I///I\I//�/3 I/I\��I4`iI��/i.\II/�8I.I\!vI/Ey 9 OI`"\j�\�®d/•�o\�I//I e/Ii�\••I r�\�6°I:1 e/I°I I `1�\"e�1teI/Ifo\®I•IaO I•�®I\e/e1\�,��••3e ox I/�II/I p I`II I •�I-II 1/I��I�/e I9/�/3/°DI Re�1 c1\\�/I•/•\oI//I�1��r�/IG�\efi��/•/tiV�\2elI.//�6Xo/\/^/\�,•O�/�/���°'"•/�/°o��\i//\e/p\//\/��\v/�/��°/°•!+"�I(G O`•-e\'r V°�'��/`\/`e/N/O+_\�/°o/•�jo/"G"�\e-/�•���/I_\/,�L_//M^/���/\>e"J O�/^I h'�•j•1//\\�W"�h./0�/6!\-,/\'.,�-/y��/J�/\\�F/�/`/_r/O9�\�1 c/9'/c-My°P"�•6V�//-��v•n J0/-/�'�`2--/-,/wO/XnO 9/��-4s/��J 60'�\�c'oOo+�N\/_/`/c^O-1�/'I�p�°S-�X�Q��°�v,•��°soFx Cl- i/08 � a.3-\/�//1\•-�-/i •9 3-/y°34 9°3 l P2-•,/�0I/°j3 eLl-\6•`i/G 7�/•1 81-/I0®0 9; 3``2I_o IM\\•o/�- 250 .H8etI E O O �+ + 18 7. o" -omI-e---_•,•I-.Io-:•9\xI ge-i I'3I Io��-�I5•a I-3-'e3•-I eJ i5�-\Ie°O t XI e I I 31 IeI I/•\�1 3.I�10 I3•I 0�s 3,7-.•38•-\3 1 ti�• ��•°'�$I i T-•-� -��s•3.0,I•I3--�,�03I-•.4-8-.�0•� \5e_•II +•3 J�Ir-4�•-�.�1 I 1 II I-�eIs 6 I�1-+4-\•0,\IE I1 0 i-k/\\•-� I� _��3•- � $ 2 --• �6\Jk\-"•- °3I 0-E I�-°• _ 0�.B�5•9 ow�l- /O I - "\I I I o0 �-/►\fi� < � � - 6'0�9 t/o+ I� Is3�I LO 01 � 51 17•� 34 EX30 0 _A - 0 O -� - - 252 16 15 11 0) 10 '. e/(20I 12 926=Q ` 253 ------ 254 25 256 257 258 259 � 32.0307 I M 34.3 94 . . 249 SOG 2 6 co' e e t0 112 ---��c w 1 e • 9 .0 O^ 934 I sou 1 s g � o Sou M I - ; �__ o I , 34._ 7 1 9S0'G0 9A I I1 W 40 ------ - . 3 ) 50.80% W �TR o �• / 32. � ;,3 3 .9�o P� 033 7 +� ° S 0.60� 0 82 o9 TREET c) / 0.64%34.33 .4 3+ 0 a+oo 0.6pq 206 I / / 93 0J/ o 32.9 0 o �y 0 �287/ e 0 36 SOG g3 ./ �, / ---- SOu 36.4 1 �• SOG �� cD � 28 0 o O 1 20 27��� ,+q�5 / 286 g343 � 3 O 365 1 a - e 228W 3� e - 5 16 280 279 27& / o _ o 29� / 10 62 281 e e 928 / x �M L - • • • 32.0 CV 30 � � -NWL-- --- - -- - / BENCH21 . 9 ° / ' \276 10 -0 xWn 10 -AO Uj ` 7116 INSTALL SILT FENCE e275 0 \ AFTER GRADING IS22 COMPLETE 0 0 00r 1 23 / / 0 � ST-56 POND 300! < ^ Io4(�• I 2\ \ NWL = 927.0 1 3 .6 100 YR HWL 928.3 d 36.8 °"e 4 4,ol 9 36.1 293 3. � O \ / / O 0 --� 3,ce > 00 926 Go IC* A° 4 927- o° -- - - - - NWL- 28 ° o • eo 2 • 0 34.0 e� ` 2950 e • •/0 e ° ---e 296 • - - - - - - - - - - - - x he ohe oe ohe ohe ohe ohe ohe ohe ohe Me ohe ohe ohe28.5 ohe ohe ohe ohe C^1.3 oe - ohe o e ohe ohe ohe o e he ohe ohe he oheEX. oh he he .35.De ohe ohe ohe N X °o I 4, V 10\0 /V 0 25 50 100 (IN FEET) -A BENCHMARKS 1. Minnesota Department of Transportation Geodetic GSID Station No. 41919 (Name: 430M) - Elev.= 933.90 ft. (NAVD 88) 2. Minnesota Deportment of Transportation Geodetic GSID Station No. 33703 (Name: PEARSON MNDT) Elev.= 934.71 ft. P1 (NAVD 88) EKA Revisions: CV AJ!C� °°1, 3890 PHEASANT RIDGE DR NE /vsAn- \/ \ I c h �- 1'.II CARLSON I hereby Certify that this plan, specification Print Name: Brian J. Krystofiak P.E. Drawn: LOC 1. 4/27/22 Revise Layout per City Comments. PRELIMINARY G RADI N G13 ENGINEERING SUITE - y p y M I HOMES OF MINNEAPOLIS, LLC BLAINE, MN 55449 di report was prepared by me or under my 2. 4/27/22 Revise Layout per City Comments. THE SHORES O F O N E KA LAKE ` SURVEYING direct supervision and that I am a duly Signature: /L�S Designed: BJK 3. 5/4/22 per City Comments. Of TEL 763.489.7900 -� 5354 Parkdale Drive, #100 M -L C ENVIRONMENTAL FAX 763.489.7959 Licensed Professional Engineer under Hugo, Minnesota & EROSION CONTROL PLAN r� CARLSONMCCAIN.COM the laws of the State of Minnesota Date: 10/21/21 License #: 25063 Date: 10/21/21 St. Louis Park, Minnesota 55416 21 Save Date: 05 04 22 (:\jobs\8861-8880\8869-dell webb-hugo\cad c3d\engineering\preliminary\8869_grade.dwg #8869 G I 139.0 G 1 940.0 G ° s_�_ , 938.0 SEE SHEET16 ___1 ® I I I 1 50X65 935.5 ° •e 1 50X65 50X65 I O I 9335.80 SEWO 1 - I M°SEWO I 9345 - 5 936.2 937. - - t° 5 10 fi I 93 935.5 936. �/ °- °'.�e9 2 6Qs - e• o • . � I 1 2 1• e 1 \�° 320 ° \' •� o 41 239-- 8 ° 8 � , 1 242 240 l r'• 1 I %26 32.0 • 90 K ° � � I II �I , ' ' I 1 a W 0a i� -L�a y-�'s I I° r \ •• 1 I e I I � I ° ° o/ -°-�,.Ir_�a JJj s s le I = i9�\ • i I SOG o . , •, I ,z �\ I I I II 5I I .' I \ 101.0 a ' li I 9 r7 I 9 •0 1 � 11 \ ° I ' I I/ I I I I 1 y I \ 1 I I _ I 3$ �0 34.0 �ti 34.2 34.5 v • WETLAND 30 \ a I I 5 ce °pp ram O° 100 YR H WL 930.8 i/•,:4• aE , n ° 6+00 ° • �/ 1 � 1 I I1 I WETLAND FILL I a I 1 1 5k00 1 I ;0.60% .82 662 S.F.STR 0.649 34.3 3 / I I .4 ° II I \ ° - � N I II 3 13 9 •0 I . �trr - �� W • ° °• • ° ° ° 930• o e e e e e e e e e e I ---- tT �C ° • �► - - - 2�-e e • o e • e e e ° 9 - � : - - - - - - -o o��`J oJ�OI 1 ti� I 1 I _ N •a' � �933.8 OG • • eee k se 3S ® s� w` 928° a I I \ Z U e ° • I I III 17 - _ \I1 �,/�/ �2 / / ���s• �°f�`,� `�o c,� • , \ �•s�o.��ssx0 o 2-\° °3 5/°.6/ S��/�9�,�s o/Rw\/ S°s 1Q`�,s��/>/�`��.o, �\-, `\\\\9�\\ ,�� \� Ig10 � ��/ �• °"�',�g°\E�N��-�-9 26-�-._9,9237:�- - �.����I• ® \\ I I o° \\ °914 �'�-:�N 1 o°ae�•4►a�1"j\\\lI 11,1WETLAND 30 1 19 20 \ 263\ 100 YR HWL 930.8 g34 7 I o 9 I c280 10-76� LAKE1000 N,r L NWL - 928.0 310.00 ' \ 2 100 YR HWL = 930.1/ .0 LAKE 1000 NWL- - 21 0 _O . NWL = 928.0 I I ; I lIiI� I II � 100 YR HWL = 930.1 2 7 6 �xoo ` 920 \ \ '°s o �S6 \ O. �Rxso // ���, \ 3 \ ,/ I e 1 , / I ONEKA LAKE 0 H W = 931 .3 60 � \ e � / \ v's i \ � s O i 1 i \ 930 e • o • T I I I I \\ °° / / ��°�oiS ��t9 / °-� (,1 /� \ e / � r e I I 90, / ° Lli \ 22 / / �� �� 4 / / / �� I / Ld V ` / / t9��� O / �� ao 35 , 266 \ 1 ' I \ e o e � 23 `� g `�� ` �� �s `-' �� �' v �°e \� \\ // �c9 � ��s G� \ �N 32.5 • L � ° • 1 ° I I I I� ► \ s A I \ 00 <2 7 3 � � 2 / / w � � m o �t 6�c�c ® I I I I 00 \ \ 25 �� z � _ _ _ - - _ 1 I 1 I I N o - O, °• 1 I 4 1 0 I LA CA _ \ \ LAN W ° • /• ° 1 • 1 26q 0 d� IQ Cn I o \ 26 .1-1 (!/ 00 364t�o � 6 I • ' I 1 Q° WW M S O o• I V. a 1 I 1 \ °. o wW� s 269 T e e ° _ . `- - -o° � - T( v • 8 O WETLAND FILL \ \ I a° ° 17O 36 \1 N 7542 S.F. BENCH • eM2 � 928• 1 O:I < Uri e e NWL o f ° 270 930 • • EX.31.4 e 1'I I 1I\ III I i • - - - - \ - - - - - g32• • d J . • • M • • • • , - -x -x x - - ��x --_ - - - -x x x= x • - ohe ohe ohe ohe he ohe ohe ohe ohe ohe ,I-�-. - ohe ohe ohe ---L oheEX.A � Q- o EX.35.0 ohe ohe ohe ohe ohe ohe �- ohe ohe ohe ohe he he /o)A� o\ ohe ohe ohe 1 ' I III ¢y FUTURE TRAIL EXTENSION GVEL `� I �`� I / / / \ , (BY OTHERS) I I I I O I \ I CONSTRUCTION1I - � -1 III ENTRANCE I i V I I , 111 Z / / 1 h I ' I --� I l w \ 1 M I_ O IVD " I z l _0 S III w 1 � 1 I > 0 25 50 100 (IN FEET) 1 1 I rllll > / ` BENCHMARKS Q 1. Minnesota Department of Transportation I I Geodetic GSID Station No. 41919 (Name: O -n 430M) - Elev.= 933.90 ft. (NAVD 88) ° I 2. Minnesota Department of Transportation - I Geodetic GSID Station No. 33703 (Name: PEARSON MNDT) - Elev.= 934.71 ft. I1 � I (NAND 88) � I 3890 PHEASANT RIDGE DR NE Revisions: CARLSON I hereby certify that this plan, specification Print Name: Brian 1. Krystofiak P.E. Drawn: LOC 1. 2/25/22 Revise Layout per City Comments. PRELIMINARY G RADI N G14 ENGINEERING SUITE - y p y M I HOMES OF MINNEAPOLIS, LLC BLAINE, MN 55449 or report was prepared by me or under my 2. 4/27/22 Revise Layout per City Comments. THE SHORES OF O N E KA LAKE ` SURVEYING direct supervision and that I am a duly Signature: /L Designed: BJK 3. 5/4/22 per City Comments. of TEL 763.489.7900 IV Hugo,5354 Parkdale Drive, #100 21 MC . ENVIRONMENTAL FAX 763.489.7959 Licensed Professional Engineer under Hugo, Minnesota & EROSION CONTROL PLAN r� CARLSONMCCAIN.COM the laws of the State of Minnesota Date: 10/21/21 License #: 25063 Date: 10/21/21 St. Louis Park, Minnesota 55416 Save Date: 05 04 22 (:\jobs\8861-8880\8869-dell webb-hugo\cad c3d\engineering\preliminary\8869_grade.dwg #8869 0 SEE SHEET 17 Q � � � • �� Q i / / / CO 0 / A � o I I I � � MIN _ FQ e • •• ° • -_ i�/ / / ��/ �Q //// / / / °L �� co o / I I o ill / � I • I I \ \ / • • • • ° ' • FW�% ��/ / � // �/ / / / ////� i II II r I I I FP °,° °o• o •e / / / / / / / re I II I I I a •e _��� �'� / // / / • ° o I I / - P , , • e , -r,- �-- -� / I III11 II I 1 I I I or -j � � • / �< I I III 11 II • / / / / / / oM 26.2 /�� ic� ro`L // • ® i'/" o I I I III 11 II � ' _ ° ° // // ° •� WETLAND FILL EXCAVATE CHANNEL /°� / / I l I III11 II -930- ° h� / POND 100 / /• ° MWITHIN WETLAND.ATCH EXISTING ' ° / �// / 1 • / o10 = 926.5 I / e I e - \ 8228 S.F. DITCH BOTTOM. N� _• //`L� / / / ,�� /110 \ �O . / �, � / / � _� � Q � l l 1 II 1 • v �_ - / , m L - e , - GRADE FLAT. •/ - - 100 YR HWL - 9291 / / / I _ _ _ _ 100 YR HWL - 928.7 / MM I ell lo ° / / / �/ •° 1 n goo • e�•� _ • • • • • • `L / / / / /� \ \ /109 /r^^ ' / , / / / •� / / INSTALL SILT FENCE • / / / / ree / \\ sr� �j o l l l v! I o /y�/ e2 0 / 101 F AFTER GRADING IS • /// 430 M I / ' / e I I / /�Q •e �/ / J* • / FP i 3N COMPLETE ,� / // / 0 /10 8 \ \ C-3O l l ii O l • I 1 Fp P/ // i • 6 / Y v� •9 \ // // / �• �-,, L � o I 1 // / • / ��� • / o�j � �,` / / 102- 325 932 .,� \ \ // re• � V;'\\R�\� �, 33.6 I l ii x ) • / °'^O / // / 0�� HOC /1 � 1 32S °• \ ,y.� 1 0� \ C 32.9 3 I / ii I I I ° l // / //° // �/ • v� � \ 9�/ /�/ � �� /� \ \ •• 1 / // // / <\ rw\ \ �`� 33.3y�� INSTALL SILT FENCE ° / • / / / / / / / / ♦� e ?� / 1 ° \ �� �� \ \ / AFTER GRADING IS ° ry �° ~ / ,� • / s / / �° I // // w` / COMPLETE / ° / / o"' WETLAND FILL ► / v 'X / 1 0 v v 30 • I / / / 10 6 v v / C2/ / k 1 l lI l / �� / // 547 S.F. .° �" / / 4 ° 1 _' // ,�� \ \ � G 32/ I x EXISTING DITCH41 / f Gj 1 I / / /.• i100 tK YR HWL = 922 • ° 1 8 s� 5 / �/ v �' / I / l l 1 / / I N � 8. •• 33 934 4 / ° // ,� Oj Oho°� n �/� • I / / , e • ® / o / rA A A / ti� 32.2/ lid 1 05 e C5 / /•i / / • \\ \ / °'S�JG ' � S !�• �q? 32.3 Ql /i 'vj \ Q p pb I fe %/ \` \ ,y`�' �L ° 33 \ ��\ / ® 33'9 - OXh�p2 5 �I,��•' 3�' \ K V / / 316 0. 3 _ �;3 e, eI / / \ 3RS � 32.6 /O� -° _ _ �S pi"3 a• , p°� ,�x�'p`'�1 / \� I .w/V 32.7 • . , 3 . ZI TR 33.7 Q� � \ o / �Q / / /315 O o ,� o� °r EET \ �' / / • 00 ' // \ "J h • / ° EL. g32 50 32,g_4 41 �' �ti° 32.7 ®� /`v 01 Oj /' ' , -////' /I ((Q '/// //, / �,yg ///31 J7\ � \ \\\\O�o• oo �1 °�Q ! // r/0 � ��• �+°+++++++ + + I / /1 l • G / _ Q3 37 hl C-�Q 3`z31 33 V 33./ ° 3 �, ' �� \° ++• / /' 33.2 All + +++ `+moo 1 / S POND 200 .++++++ ++++++++ �G OA ,-NWL = 927 8 .0 + ++ +y�e // • OG-- I 9 s. / x / / // // //// / • ^/3/ w 1.0 I I 2 00 YR HWL G It 41 w 12 • ++ � UjWETLAND FI LL , ••/ \ 9 .5 33.2 ° �C,`jh /++++++++ o o e =• i • • • ; I I I I / l ' •3 / / \ I \ / 4506 S.F. e �p 311 1�< ,��, / ++++++, // o , `� % // °o °° I d I l 0 r w • 4�1 (� 33.s •' j/ / •��o �o •,• I I 2 4 I I {� l / / v UAj � ° ,� ' • '4+++ i •° / % \ • • 246°� 1� e ° I I I V�U ma`s ,� - , -� ' 2 I 12 4 5 / 2 4 4�// SO \Y0 34.8 o �' • / INSTALL POND LINER TO POND _ / / ,° �'���1 � v• � ,1:�'�''� • ° !�� ��� / SLOPE ADJACENT TO WETLAND �� �e °� ' � 3, I I q- / � �� � � / 32.6 • +Jj / e • / o\ ° // / \ • '�+ •° - (SEE DETAIL) �� _ °�' 5 / ® / VWE ° j' / �+ COWETLAND 10 •�• . ; ° ° - - - � I I 10 ^� 33 � e / + / • ND F ,� o W 100 YR HWL 930.6 �_ • ° �` • _ 57 S.F. p INSTALL SILT FENCE k �o • of _ `a° AFTER GRADING IS o e N 1 • -� _ _ 34 00_ J 322 ,° `�'/ + °re / t�'1-' COMPLETE k m ?� W , W a_ 308 /I \ � _ II _��I _ -�I �- -�n - I O•�• oI � ; I I W �� I. +++++�++++1° °'oe / _!•'�/'a, �� 'C 19 °' 1R 0 251 17 4 7.0 ' _ fk304;; j 0 16o2 � 01 � a 3• 15 13 12 10 •14 926Q253o e I^• 1 M ---- o\� + , � � • , 254 N ���� I1 I I1 • •° 3I�0 I W \ 25 � 25 256 257 258 9 � I 32. 0 " .3 In ,,--- / / 934 cc 'O : : On io° • 249 SOG � a 26 R // - J��/� II( \\\���II I I1 I I 1I I ` IIl I I 1 • IW I�I° \/I f r//° / /r • /// or/////'° ,��o e o ra•/' \,•h� \/ JZ�, 1 � 9.5I .�I`�---- �l �O0 // �'__'3,3�.�//o V/ i `!/:/ / i ° e • 934 Ig I I I I I °I I OI�G7 iNI I i I I •I OIi i II I I a- N o MMI � b+�ee / } O M SOG I34. ---} 935> i - -- 9 G.B. S0G w 'I I , EL..933.- 3 4 _ 1 -I I i 34.0 34.2 � � � e° • e e • • ° / / � � \ � +- �*oo ��� o / / M� 954.8 I I J r� / // ti 0.80% - S,' ��. 33 3 �► 3g 8 �,o ��? 34.5 I p 5 / // `9v' \ ��� 1��° I $ \ !`�� �� 3 o I I ��$ ��J- ��� �� ELB 6+50 d=r+ �` I \ 1 / j / / 6, �r 3 0 }" 13,33 5 ST.3 6 934.00 ►� 0 25 50 100 I1 35• 6 3+00 9 ? / • / V ' o \ goo PVI Ij 33.2 I O _ �� _ °/ �- �` t \ 3 �ti EL. 931. 32. 9� k°° TREET D O.6og - _ +o° J0.82 I� ► / / , / -L,, s �, o - - _ _ ?.7 50, V 90 �ti� 5 ,� S I 0.64� 34-i v'v'� Q ° O C.) ti s ��j�5• 3 3 .4 (IN FEET) /° � 1 \ ' I _ 4+000-'� °3 - _ _ _1 BENCHMARKS 0 6 W 34.1 � // - - - - _ - - - �o a, h7 O / \ 72� _ 6 �3A c0 1. Minnesota Department of Transportation ) I I I , I/ I / „� _ _ _ - - - _ _ u1 -'� / 5? 7 I I I Geodetic GSID Station No. 41919 (Name: I A / • ry O ° �� O �co / 33;�3 O 430M) - Elev.= 933.90 ft. (NAVD 88) I / ° I �e / • M �.+ U o s �d / 32'S ti 0 -2 93 1 / \ y e \ / / J' J / 1 0 / I -� j 1 to L__\ 2. Minnesota Department of Transportation I I / I o�. !�, O�p� I T / Fj Geodetic GSID Station No. 33703 (Name: I I I / / I// • / 5 / �/� Q I a �•'� L D "J �'' - �, 9 4 M I I I �! g3 1 1 -- I X ��o PEARSON MNDT) - Elev.= 934.71 ft. �� I / I y ® ®\ • / �Uj ►� W`, 2 8 // M (_,- W I 1 \ \ ------ / ^j� rn 36.2 3 .5 I W -= y SO �I (NAVD 88) \ / / • / orna, - i / I 934 9 I --- / Cis ----- -- CCO)I' / / �/ �" �2 W + "'Lf / �, , SEE SH EET 13 `_,- 9 4.6 I SOG 3890 PHEASANT RIDGE DR NE Revisions: CARLSON I hereby Certify that this plan, specification Print Name: Brian J. Krystofiak P.E. Drawn: LOC 1. 2/25/22 Revise Layout per City Comments. PRELIMINARY LI M I NARY GRADING N G ENGINEERING SUITE - y p y M I HOMES OF MINNEAPOLIS, LLC 15 BLAINE MN 55449 or report was prepared by me or under my 2. 4/27/22 Revise Layout per City Comments. THE SHORES OF O N E KA LAKE ` SURVEYING direct supervision and that I am a duly Signature: /L Designed: BJK 3. 5/4/22 per City Comments. of TEL 763.489.7900 IV Hugo,5354 Parkdale Drive, #100 21 MC . ENVIRONMENTAL FAX 76 .489. 900 Licensed Professional Engineer under Hugo, Minnesota & EROSION CONTROL PLAN r� CARLSONM .7959 COM the laws of the State of Minnesota Date: 10/21/21 License #: 25063 Date: 10/21/21 St. Louis Park, Minnesota 55416 Save Date: 05 04 22 (:\jobs\8861-8880\8869-dell webb-hugo\cad c3d\engineering\preliminary\8869_grade.dwg #8869 /" tij• p� 1 o vj °• °���/r �� � 1 v A�o` v 1j�� SEE SHEET 18 �31 I �� �� 40.6 1 �� , 10 3 •� � / � � / / / O��a � \ � p� 33.3 i � � / A �Tl � � � � 934 � I � � l � ILO � _ - - Ta I •• � l 33-5 v RI \,' 935'0 93� ' >o u - - - - "' a •� -- - ,(D \& � i �• / 425 2. �jK U rriL 0 � +o o o� �� I �' �, i �� / Wiz`? / / � i / � � � j "�� - ��> '� �� � ,y�' �� I I S / �r7 '�►� Mrn co rn rn � � � J • � �� 0 ' r� L 7 `'� o a7 • � ' / ��L' � � tr�� car G ��/ �� � aw t - � �� •° D� �0� a/ �� � \ �X1 h� �00 Op� � \ � ��� � � � � h 39. �� •G t� .� �- - � � M • o[ g m 0 ` ` ' o cr o o�,n �r e ° w �' ��0 39 6 , 0 e =p 60% 5 �� o 4 00 `l, / • o / 0 7 S 'S � O 34 \� S 1�' -- - - - -- _ / o TC38.9 cfl o �� I � �� • I / '�� , /) - - - - 39 5 O' TC 39.3 �� - - - -J _- f - ••/ 1 11 e408 I -0 YR HWL = 928.7' < Cb 343 1s TC 39.3 N o i - _ Uj o - _ , WETLAND 30 v O ` o ,` �� lb - v > �� rna, 403+�� 36 `� �e / 1 '' 100 YR HWL 930.8 3.5 X 9 3 A. V - - _ to / ,• cJ �� �,. \ , S / � , - _ - ID� / \ V �. o V / nQ? � t o� / o / / S G S 1 cv / M nrj tl o - M / �u / • n \ st ^j '33.E 0/ V O / • �i i � o�p� k O� W o� - o� <n 4j l 1 O \ x° INSTALL SILT FENCE 411 cp I r�/ �jM. v� �° �� / ✓ � �, . 7 � / M 35 28� M� o �C / or 10 ' \ sz9 'S '' AFTER GRADING IS M / j• / ` � �� ��� COMPLETE -� N a C9 0� 41.0 / o • � � � �j• �� � � of � \ tij - 42 ��� ��� 43� MMco o l ��32,6 415 40 j A A V 'S o i �o A titix �j`l'' / e / /� C9 M / / 4 a 6 VA �• 33.0 !�• . A / e 22O ��� 0 �� , 2� 1 - - M i � ONEKA LAKE • � 4 � � �� � � o � � � OHW = 931 .3 o �2� o 234,:�I: s o ��,� / O �^�(�r�o• vo ��,��, \3.2.�3o j ����0 / / � A v��i�� Q V � , �,�ti�° ' ' // // 100 YR HWL _ / o of 0� 3 3 � I 3 oMh� v, Mo � 83 929.E / - X ham'S 'S�'• 32.g�` �., V / ^�`l' O / 0�,�' ��p6\ 4. I - / O C� Q I - � /S °� ' p� � ti� 1�� \ O \ • / / e• � \ '� O� � \ Q vh� � ,, ^ 94S � 36 8�� � � "' 40-6 z Q�•;`�' '� IV LLI3. � �, �.�h• A a �j \ � • / �� / •0 O�� / D`� N o ° ^ / I �` � , 110 rnW � 0 lnQ 23 - � o 1 I LL1 , 3�_ ��e93��X OCi Q o -� \+� // e• • �_/J• e • • • e�e e • e� T'�/� / �A 'S C�' 40.9 gotLd o 31 O 938- - - - - - - - • , 33 7 4 \ NAll• • e • • • e ° • • • • • • 3 1 I / / L I ' a � 34 `3� �� �1 7 • 32. 32.0 32.1 %K 942 150 ,934 �ji 4' 9 - -- - ' ` o'• ho h� � 10 i19 49 xoo 34.2 / 5 �b �'� ���� s �� �Xo ` I I 51 ) �U.; �� R> . g36.2) 935.E g� �� `� 18 ilk 9 934 e . • • . . , • . ° `3 4 ��. �� �/ ,•� I / / 36 5 5 2 S - • ���' ` v9 O ` •e O I � ii i 50X ii 50X65 i 5 � ��ti � • , , • e „� - .A2,L i , � �� � � �"�. e•1 1 5 g39.0 G 'I 1 5 G 94� �x5 o R, oX° j ` � • . . e I 42.5 -- -- -- g��` V °��^�� 11 '•1 1 �Q_ i� I 0 G 9 Q� goo�� �O• °��� • e °� / •° 1 24 U6, �, ��o L - -- -- `'� �o • e g44.5 5 � � e01 1 0 �4.8 .n�oo� - - - - 36.0 37.4 --- 3g. 4a� � 2� • • I G �o 4 / �n o+50 'x S v / . ' WETLAND FILL 50X65 v ` •, I o v 34.7 EL g34.00 30 s 38.1 3koo, o ��� 3. 45�5 S.F. 0 6 v • % 5 o So, V.C. % W > I I- e , � 3s� � 1 o .- ` 6 - -�- - _ - - 9 a WETLAND FILL g37 12 ^�"'� e �' �+oo � 2+00 o e i 0 i � e� • • ee _ - 61 3�.3 40 7208 S.F. g36•5 •. I 1 • • o oo/ - ---__?� • ° 3 1.17� - • �• e ~ • I .i , E . - U 6) 13 -PIG 37.5 943. e 934 • `. 941.5G 50 X6 ° •, • .i. e eg�.`L . • , e ° •e , ,O •. °��• I I I I . • ° °__ I w' G 939.0 G 940.0 G 1, W0 II I 1 I 938.0 I I 50X65 • • ►� oI • • - - S�• 50X65 , L�50 X65 °e 50X65 32 5 0 935.0 3 55,�..50 SEWO SEWO 453os • 936.2 937.2 93 . °•,� N.e•1 j J) I .°�, •IiIII ,� -.S e 935.2 °10 ;• 93 �0 �0935. � � ag26C � 4.5 • . • V •� ;�'e•,� I1 I II I o II1 II ' ' III I N2 59 � eEx31 00 • �, 34.3 e�2 � •742 8 1 240 _- --- --- 32.0V + i re e C1q �_ : ••SOGS • e 40 O Of • 00 1 II 5 7 r i ii I`off g ' 9 i N o I � I 1 I I 0 25 50 100 I� I i it I y • \ 1 l 'e I I I (IN FEET) L I o' / 1 i I J - � I_ J -� 134.0 34.2 i �I` �-- � � 3 a ,�� �� 1 34.5 WETLAND 30 / , a 1 I a 3 i�l �5 'NN c.e. 6+ �-�o P 0 _ 1 I BENCHMARKS 00 + �. 100 YR HWL - 930.8 �. 1 1 � EL. 934.00 M r� • ST-3 s+oo �� - �e �- • ee / 1 r 1 1. Minnesota Department of Transportation WETLAND FILL /�' I 1 Geodetic GSID Station No. 41919 Name: _ _----+- - p 33�.77 0-60%REET - +00 .82 662 S.F. • � I 1 / 1 1 1 II 430M - Elev.= 933.90 ft. NAVD 88 I 0.64% 34.3 3 °e / 2. Minnesota Department of Transportation •4 • e e • / 1 q I I Geodetic GSID Station No. 33703 (Name: I 1 I PEARSON MNDT) - Elev.= 934.71 ft. 34.1 / ° /• 1 I I (NAVD 88) . �� � a • l °e e LA 1 0 00 1 I 93 ,0 _ rrrs to � '1}- `3 e • e • e • • • • • • • / I w e • °• • • e • 930 L , 0 "�' '� o ie e e i i 0 7 e� CTI toe e e e e e • �y 10% ' °SOG t • ° � �eT•7 , TT•a•=00 r1 °• 141 - - - - - - - - -927 � D O S9as s3 0„ 92s SEE SHEET 14 •SOG ' -0 .� \ ��s •`1 I; I II_ 26- I a I I 3890 PHEASANT RIDGE DR NE Revisions: CARLSON I hereby certify that this plan, specification Print Name: Brian J. Krystofiak P.E. Drawn: LOC 1. 4/25/22 Revise Layout per City Comments. PRELIMINARY GRADING 16 ENGINEERING SUITE - y p y M I HOMES OF MINNEAPOLIS, LLC BLAINE, MN 55449 di report was prepared by me or under my 2. 5/4/222 Revise Layout per City Comments. THE SHORES O F O N E KA LAKE ` SURVEYING direct supervision and that I am a duly Signature: � /L LS Designed: BJK 3. 5/4/22 per City Comments. 0 f MqCA1 N TEL763.489.7900 G � 5354 Parkdale Drive, #100 2 ENVIRONMENTAL FAX763.489.7959 Licensed Professional Engineer under Hugo, Minnesota & EROSION CONTROL PLAN CARLSONM .7959 COM the laws of the State of Minnesota Date: 10/21/21 License #: 25063 Date: 10/21/21 St. Louis Park, Minnesota 55416 Save Date: 05/04/22 1 f:\jobs\8861-8880\8869-dell webb-hugo\cad c3d\engineering\preliminary\8869_grade.dwg #8869 MH I ♦ I� I , � I I n r M� e 111 ;► I , '� "� , o / • / I 930.8 SIB 7 / I I I I 1 / ♦ O / o ' ♦ o 0 0 / 4a 11 / I / I ) l l • II III I � I � I IV OEM ROUNDABOUT DESIGN ,g3 / I � � � � �,� � � • � . / , \ -/ WETLAND FILL / \ e EXCAVATE CHANNE (BY OTHERS) / / P °e WITHIN WETLAND. / ; - � �I ROUNDABOUT , -i 6374 S.F. �( °/ �� /MATCH EXISTING �� �� rl ` DESIGN Q�� �9 � �o / e! DITCH BOTTOM. / GRADE FLAT. _ m • e /� J _ _ �'�,; v � �• PVI 8+00 BY OTHERS � - � . / . /E 5093V.Co PVI 7+00 ® ® ® \ �\� \ �� _ _ ) < 5 11 (-' _ 1 °0 e e e e e e e eE 50932.90 e ® ® P� ` / p o ��.jai / e / e / / / ohe - - _ - - - - - - - _ _ - - V.C. 93170 --\� ak°off L�tf`0 °e° / • / k / •°e� // / / e / / / \ ,J he • e / 9�H C ohe I - e 5 /% °fie ohe o°II , - _=.1 i - 50 �2 934 / T / ohe �� / / _ _ - - ? ? / 5- RE 1 / oh 11 - - == - - _ O O _� ' I / - - / � II 11�3(7. 4 - 11 00 1 I - 1�00 j� � - -T- - - - 0% 0 0.6nZ� - 7+Or0- - -� - -6�00 - - - 5 0°Q 0% 1 O °•° ' / .v 0.6 ` ' , � � 32.4 _=�� 34.8.600% 3 3 0.60� 31 '%7 SIB 6 gza.1 g4 W w a e _ -�� / / / - - G ► 00 / e / \ / n ------------ e • / STREET--AA- 0 _ Q / / ; -------------------- e - - - _ g 8 ° 93p 932 93� / F e ♦ e / e � � - - L- � \ \ _� �,�� FP • / /♦ / �w / �'�/ �Q // / / /VCR S. FP FP J / • / / / / ♦ / [(� ; � • I I \ \ MIN FP • • •e e e FW - -�j- / � / �Q / / w ° 1 j l I I I I I,I v I I e I _ 1 1 III II II II I � I I I � � w re I I I FP • • • •• •• • •e ° ° ° - -- /--/ / - /// // //// / i_--- I 1 II I I • _ LILJI I r � III _ Ak - le 1 1 1 lll/ I I ' l j / - L�j I l � . 26.2 � c0 � 0,�' / � • o / a ' , I I 11 // II I �/ / °� - e•� WETLAND FILL EXCAVATEWETLAND. rn CHANNEL - 930- POND 100 8228 S.F. e _WeR 1 II 1 Ill// II 92a- / // / / �� e• rn�a •e e _ MATCH EXISTING : � NWL = 926.5 DITCH BOTTOM. GRADE FLAT. -- : -100 h 0 0 YR /H WL i�9 2/i8/ ./7/ /HWL 92 7 � � - <o _ •• y e � / / e• - - • • • • e • • e' • r'A �9 / �� / / y 0 /1 09 v INSTALL SILT FENCE / / I I I / v' • 1 / / • ��� / + ,�� O F AFTER GRADING IS ° i / W I I I / /� °• / / ♦ e / FP 3 COMPLETE `9�� �`O / �// / 933.90 1 / / / ♦ 1 / 3 � 1 1 BM 430 M I / - I , I / 11 i • 1 � • • � �'� / / /e � 1 I ii I ° l I / e / e /� v' � � j� 932 °•9 // / / ��• � < / S I 1 11 ' �I � � • I I OHO // // / •�/ / � � ♦♦ � � / / \ /'� �� /1 /3 � 0�� 32.5 °e � // // �„�'�� �� O� V A C�\ e / I/ / WOK0` /� / / / e y //e // / ♦ ` / • � V S ' I , � GA�INSTALL SILT FENCE AFTER GRADING IS V e , O v A COMPLETE • WETLAN FILL , �� o 547 S.F. 4 e SO( ,M- r • 2 .2/ (',. A p�'� O . y EXISTING DITCH I l' II I I�I� I I I�I���l I •• � � �/ // , ,/ / / �/ / e �•° / • 100 YR HWL 928.2 93° 'ycy 32.2 e/.• Z,00 05 1 / / e 1 O' v hAyl L '� 1 i� I Il I e - - /• •♦ / e° v (� / ��� � �� � 32.3 u • • �'3 Q w�0 �s .�. /316 3� l • •° / e% v ° ° ° ° ° • • • / 314 � ��� 33 ���"� Q����J . I /I • �Q ° • • / A � h o ° e • OHO ° - �� i �� �/ 0 25 50 100 I/ I • • / ei / `t jry e• c27.0 _ • e PVj 14+ /0 / �ti I / I •e e° y / / e• / \ // • E5 932.00 32.6 /// Q • • • • / • �// A LO �� / / • / V.C. 33.0 o S \ I (IN FEET) , F • ° f / / \ \ / s "•6��?X \ / / v\ p\ �� O� o�`L 0 °' � �. / o /• 934 G I 3 7 F 6/ 6 I BENCHMARKS / / / / � , Cam+ / - 5�-92Xp � I Q ♦ / v 33.2� ��a a��/ °� 935 �I I 33 3 33�p �� 1. Minnesota Department of Transportation /I / / �`/ 3 1 3 r^ \ O p� 0 /, /// / - 4 I Geodetic GSID Station No. 41919 (Name: JlI - /� V / ` ` S I a ,A, POND 200 : so " \ 430M) - Elev.= 933.90 ft. (NAVD 88) •2. Minnesota Department of Transportation , / / •/ / V A �� • ,/NWL = 927.0 :` `�j=�� / -1 �I Geodetic GSID Station No. 33703 Name: / • ` e • - PEARSON MNDT) - Elev.= 934.71 ft. I / / / •/, o / \ ti�h • 100 YR HWL = 928.6 / • S� / -- P \ o° I (NAVD 88) x / / / / / / SO / 3 1 33.3 '�j' O / / • M �� i •�� v v `�� v w e• / SEE SHEET 15 / / �' � �� 93 � 3890 PHEASANT RIDGE DR NE Revisions: CARLSON I hereby certify that this plan, specification Print Name: Brian J. Krystofiak P.E. Drawn: LOC 1. 4/25/22 Revise Layout per Citycomments. PRELIMINARY G RA D I N G ENGINEERING SUITE - y M I HOMES OF MINNEAPOLIS, LLC 17 BLAINE, MN 55449 di report was prepared by me or under my 2. 5/4/222 Revise Layout per City Comments. THE SHORES O F O N E KA LAKE ` SURVEYING direct supervision and that I am a duly Signature: /L LS Designed: BJK 3. 5/4/22 per City Comments. f MqCA1 N TEL763.489. 900 -G- -� 5354 Parkdale Drive, #100 21 ENVIRONMENTAL FAX763.489.7959 Licensed Professional Engineer under Hugo, Minnesota & EROSION CONTROL PLAN CARLSONMCCAIN.COM the laws of the State of Minnesota Date: 10/21/21 License #: 25063 Date: 10/21/21 St. Louis Park, Minnesota 55416 Save Date: 05/04/22 f:\jobs\8861-8880\8869-dell webb-hugo\cad c3d\engineering\preliminary\8869_grade.dwg #8869 POND I �� - _ - SEE SHEET 1/ 9 / M N e INSTALL SILT FENCE e 7 NW _ 9265 AFTER GRADING IS e 0e100 YR HWL 928.9 COMPLETE 150 e / M I' I✓ � /� O 143 I °� / e � O / ^ d,• 40.70 6 / ee 01 LA I / °� °M) / �� ° / w / 0 34 4 �'�a 342 1 N e a C9 0) • • /I 11 /Q/Vs�� /11 � �• � / •/• BENCH -/ - - �_ i �/'///,���// / �•s6, c�,�o � �n ; ' �� W c.,3 4�.� _ ---�--3 5. - -_-�' I �2 ��// / •°'��••,/N` \/ 8 On��O h co �M' / /� 4tov / C9 /„Oj �O �pM�j y / ,/// e • e e e e W � I N • cM�i . •e: •• eee oN W I / o wO_ 00 _ __ - - - - - - 1 -T � 0) • • _ e •lue1 � • 124n I • 9 o e� 1 1 °eO • -- - �� Q e/ 1 1 • / , / j / ° • c?SS G) I LA -- -- -- N 4C� _\ e• 1 }I o�/ // e -- -36.0- LA ? LA �7 °O/ / / / I to • / / e p� o �� I _ 1 / e voj / � °•� �� / , I / /�� � / e � Mo / / // / / • ®o o a�° tij/ �^ _� � � � � 34.9 G7 _3 _ _ � °% / •�° ° o / / ° o / o ^� / 12 3 I V/ c,+ �°_ A 9- - 0- • I e _ \ / o • / / • o o - co _� o Wp • / _ Q` /7 / / a e O / / 19 - my - (� I • I / • n ? �, 00 1 �2 °O/ I / / - - -- -- . 134 14 6 1 0 / �• / 061 • �� // ovl/ N / / / v' - - (�-, <�+ I e \9 .0_ - - - • •• I OMj OcOj o / i� \ /o • • / / • o• trj / /1 2 1 (D n o • • • / �y _ • 100 YR HWL - 928.7 / / // / I 6 e e • , e . o �,.� o/� .,, / e + e , vo/ / / e \ 12 2 o -- - J $�I e • e V ry � 4 a o O O� �0 001 1/ ��-/ / / / / / / �, w �,q 34.5 i 1�1y� 33.5 / d _ C9 00 1 3 •e Q I /. - T�� / / 10+5 3 1 1 • �� ° 926 / / / // \ \ o EL. 933.70 12+00 1s+oo �p 94p �/ °• e / 9 / / / /° w 1 2 \ �- w50' + 11+00 - +-- - 32.5 1.10� �- - - ��� �� o V • / / 9 28 / INSTALL SILT FENCE // 1/ / /' tij�' (1� o - I I a00 .34.8 T o e •� �, AFTER GRADING IS / / / �, \ �+ 33 4 a •° �// / // o COMPLETE / / / / i \ \ �R �'�j ��� �o+p0-0.60� I 1.10®0 6��39. oo� e• i / / / / n �� . �3. ��� 56 4 �Sn 12+50 389 936 e e EXCAVATE CHANNEL / / / % / 5' 1 J i 33.4 _ _, EL 36 0�° ®� a se s .i •• / e WITHIN WETLAND. / °j 0? --- 200' V.C. 4�'� //�' • / e /MATCH EXISTING / \ 34 \� � �' 32.8 / Q v h •e / • / DITCH BOTTOM. / / o°' / / �� � / x� � pc• ��• o � /33•9 `�� 9 � � � I I - , , .� �u o • e _ � R�,� � � 1 33.5� I I G I 93 G rn /� c e°e� • GRADE FLAT. '� / / ''o / / /i � `� � ��� X � G e • // / Q v o v o ' 'S�'' G 934.9 935.0 6.5 6 \ d o e e / 1 • 1 1 8 O I I 9 I 'n --- �- /`O�e ••e.°' / / / // /// / / ////// //// / -/ /' � ���< � : ��� \�Qs�ox tL�G 325 / . - e•° • 33 G • � SOG-SpG SOG / M • S , 1 / I 1 to •e / e / / / / / ® � v ' ✓' j . O� °•l/ Off. 1 4t 2 601 001 It ° / e `0 32.��v 19 1 J O O + O 1 cy •e ., � o� � � v I �1 1119 g 119 5 / � ,CID �, x O � � 1 � � e BOARDWALK � I e �/ / // / ;� O 1 9 8 �� � •/ ee• /� e / / / / `L /G� / �� 1 A`� � �� �� v I i 200 I 21 ��> >c 41.0 r•�M • / /1 ° •� e / / r�� /�� ��i �� \ 32.6 (�\ X 1-� - - �33� OO O O �O 1 4 •• 1 1 1 • • / / / O i/0 / A \ v r 32.9 V I 32.0 n O d 00, e ♦ � � e / / �/ / �� V o �� � � � °' ^D�` \ � 1 6 ��� �� 32.0 31.0 30.0 31.7 ♦� �• / � � / ��.� / � \ � V 39 1x� 33.7 � I A 0� � �_ _ _ � � I M • 1 OJ Ll 1 / ♦ e / / / / /6 / i \ \ / 5� 32.9 �� 3 �\ X �� / �� / � / / I �� O I •e� /� 1 / 0 220 i u, O oOf °• //� n0�' \ �0' \V / ���\ V AS <,� ��! �1 231 //// �-- �O�i o O 4o.s I �� 1 ��l ee �y 5 •• //// / / / �`� y v o� 33.3 \� / v �A Gj v / / 934 p // / L _ L o11n °+I� o - - - _ �- � � °•/ / 1 1 e • � I 33,7 S� / L� O O L • 1 ��j 33.6 �� X G �6J^ O1O �N^ �O 3 •• I y 33.8 �. �� / 42•5 �2. ' ILo 1 g �� O `t + O oLr) vim I / / 00 229 v w c 37 �' IS p � I h I a o •e 1 1 .r 11 � d` 5 . � 32 a o I e ' O / •° / l �1Q, O 4 I •e / 1 r / I 34.3 \ \ / �' _ �'� \ O 11 J 2 O� ro O x x �O •• 1 / 0 a // 7 .3 'S �v h \ \ /"� _ _ _ / o TC 38.9 ' 1� O L 'o / 1 •e / / • °rho 0 0 0 \ ! A \ '50 `LO _ _ of �9'1 `bo �/ o - O o O O) ••/ I / •/ \ ��, \ i • - - ") 39 5 0' TC 39.3 _ -- - -- --� �i C9 e•, 11 1 0 \. \ / 33.9 0��0 3 5 ., �) r.. O ° 41 • �J 9 / (� --- -- --- _ • I a / 10 YR HWL = 9 28.7' v v v �' �°� .� - - -- - - / s / 2 2 8 �M Tc 39.3 � - -o - ' /' c? 4°8 0 - - - _ _- J WETLAND 30 I �I / / / � � �• 34.3 Dc• I / , 1 � " 100 YR HWL 930.8 / H // i / / /✓ / A o A \ oo 34.3 \ �.. , v - � ° � � \ 4p3� �o? / / a 27 - �e 0) W / ° -�� ,1 �� v v / 33.5 / �� o� \ / ° - - _ C� i k O �O / /oM O� O ox �O / 2 / �i / / / < 5 yv� ��O ^off / `` ass / // V •• ,� - _ - - - - o� M`n 3 rn M ;� �� _� °) / 1 7 /) / / ,�e \ R 33.9 Dc• \ O _ N I I O/7�/" ,� 0� C � O /I O of ea \ 4 V o � �� \ �� / �_ • � �O) _ � / �Ci � / c� ��--•, I W �/ / °�° �� ,�• 1 00 `\ �� �. � � °per � /co O 41.2 v� 4j \ �� Cj �S v • N / M r.� co V -i o r/ Ki �/' _ Q h / 1 / / • / � \ R�. � V, 33.6 ,5� 1 �/ O � � O W 1 �JQ O� O � J l INSTALL SILT FENCE : L 41.1 � I C� �o �trj �6 ✓ , 1 y v 32.9> V ,5� 21 ,50 AFTER GRADING IS _ �i �� o)O �b� / °� COMPLETE / /� O �� o d O o)O 3 4 �/ >v �� p / 41.0 / O O / 1 7 9/ 1 �O l �� �� IF ,1 01 �� �i 33.3 �� ` // O�� / • p / T3� ��� try / l �� _ ��� 1 1 �o ��• o M 41.5 o O �o � i � 18� �;� �, `' � o40 c�0 ,� / 5 �`� /' �� �� �, / �� p o �� �i 3 L o / 40.6 °'� /1'8 0 �tK o �'�� 21 / , �23 ONEKA LAKE - �,'` �� ��� ' POND 500 . ��� � 4 � moo• o ��� oA 35s , / o /^� OHW = 931 .3 O NWL - 927.0 a / 39� / O o �� �� _ / ,• �o� , 33 Spy �'�" �, �; - O N <'o ��,• p , / - 100 YR HWL - 929.6 / e / \ � / / 23� �"� �'� / 32.3� �O A i�� i / / 420 1 / � � / g�Q Q �/ 0 3 � rn o rn I s o rn °jrn �6J•3 3 s \ �O O ��• 3� �� '\V / \ j Q fOX l��J O� I _ n�O p _ / / Z 1 1 _ OX�ry�2.5 \� h � \ O�� V J / / • h��• \ / S 0��,,• / �� `S� 6 / /� � � � �l' _ - - / M 1 / 1 i 40.6 - - - - / 33 Q O �. A Q V O e / 9 .� • 6Cb 40.9/ �\ 3 \ % / • �' O / \ 9 i O �0.),, / 1 Q 0 25 50 100 31 �j A �j • / �i • • � \ V of o � 42.a_(1 �3 / �• / � - - � "� � 1 4 � - - - - - - - - - - - - - • �� v v `° �� 425 0 x ��� / / 1 (IN FEET) ��. �`3 � v • - • • y`L, p� � ¢ �0�1° h �3��°0 � 938 / / o ,.� � � � 1 33.7 Ce � � � � 1i� • • • e �47 / � � � ?3 � co� ��• � A 42.7 ��� � � I o� � / nj• - 7 �� � � I . . . . . . . . . . . . . . . . . • • \ �� ° 'Ob ?80\ /•� �s BENCHMARKS 32.0 32.1 48� \ �' O �` 4t6 FL 7 6p9 l� A2 942 1 \ �/ 32• - - - / S 9g XO 9 O -� / 1 O • I 1. Minnesota Department of Trans -tation - - � ' 221 v o ��' . 'v O I P P �� �g34 2 2 0 I �/ V 9�a o h O �0 • / Geodetic GSID Station No. 41919 (Name: 19 - `t9 \ �O C' \ \ �o° 940 'C' I \ C� Mph �e / 1 I 1 430M) - Elev.= 933.90 ft. (NAVD 88) 'Xoo �,�� �'�' 93 �42 ° A 2Xoo V v Opp / Q / • I 2. Minnesota Department of Transportation c �k• 1 8 3 • 1 Geodetic GSID Station No. 33703 (Name: �-+ / 9 / 35 5 �J5' \ h 2 oo 47 a I / I PEARSON MNDT) - Elev.= 934.71 ft. ��i � "' 9 I I 934.5 I I g 'S 3+ , / ^� �� [k • e • e e e �� Dc e 1 / (NAVD 88) 93 �� �� � � � � g34.5 (936•2� I g35.0� Il A � °� , SEE SHEET 16 a--- • • . I - 4.1 �'�• °� � / ° °I � / I d" L 3890 PHEASANT RIDGE DR NE Revisions: CARLSON I hereby certify that this plan, specification Print Name: Brian J. Krystofiak P.E. Drawn: LOC 1. 4/25/22 Revise Layout per Citycomments. PRELIMINARY GRADING 18 ENGINEERING SUITE 100 y M I H O M ES O F M I N N EAPO LIS, LLC BLAINE, MN 55449 di report was prepared by me or under my 2. 5/4/222 Revise Layout per City Comments. THE SHORES O F O N E KA LAKE ` SURVEYING direct supervision and that I am a duly Signature: � /L LS Designed: BJK 3. 5/4/22 per City Comments. 0 f MqCA1 N TEL763.489.7900 G � 5354 Parkdale Drive, #100 2 ENVIRONMENTAL FAX763.489.7959 Licensed Professional Engineer under Hugo, Minnesota & EROSION CONTROL PLAN CARLSONMCCAIN.COM the laws of the State of Minnesota Date: 10/21/21 License #: 25063 Date: 10/21/21 St. Louis Park, Minnesota 55416 Save Date: 05/04/22 f:\jobs\8861-8880\8869-dell webb-hugo\cad c3d\engineering\preliminary\8869_grade.dwg #8869 �4 �� / / 10 � FUTURE TRAIL EXTENSION / `__i/// _ (BY OTHERS) - � • WETLAND 40 _ EX.32.5 EX.33.3 EX.32.1 EX.32.2 EX.33.1 r;A. •a EX.33.7 °" x/100 YR HWL = 931 .2 / % / / / -- •• / / °" /� i 5 EX.31.5 da-MF / / O -- -o_i Y. - -� • • • e - - - - LLI Lo 7c%r 0 0 N C140 0. 8 \ y 2 ODM� by � 2�,1 0! W 6 ° / •61 • °� / ' x 34.3 O o �� 34.1 oa el 4 4 W O 0 O 33 •� / • 7 F'� 4 /� ° ° / x 01 1 - �� • ./ , / ee x , 350 s � •1 X el G� / r' �'• ' / e• °° w O o �� Q 2 e A •°, / e• A 93 935 4 / �f 12 Q - / / 1 o0 4 \ / O O M 9 �• �V csp QV / �� '��� •�! e ° • �4 4/� v �0X65 S� A • �� x o J-ri C� f s x' • ^�',' 34.1 - rn try cs 6+ O e e e •• • G I I 9 �6S i • o ♦ /1 i 0 _ ° Q� •� k �� e e • �3 e e M • \ / r n • / �Dt / / O / Q> A G / V • / / 4 e - � L� rn O I . v d L � �� �A 1 J2 �v +� v � � i �� 1 6 � ----- O �c / � I 34.4 -- - r.,� / °o o ` � � ^j. °� s � -100,-1 � � � � _ x x - - � -- / L S 0 t0 0 w M N I v ,�� ,// ��° / �� og v ��' `.v `v A 4o c 40.5 4,0 WETLAND 40 w 121 z v O V s � e - �x O +* �� // / �0.�`�i�xS k•� \ �0D GA \ 1v �I TC 41.0 0 i p-- - - - - -� •o 100 YR HWL - 931 .4 / O \ � � / / � �\G •,fly °0 50 \ Q�/g'S�G1 ,�6 � w ' •° � r _w �5- 33_5� - (� 1 2 4 • L Fri' O - - 06 - e x IQ 34.7 -- �� ��� � � '•�• a •e / 1` � u' 4 I • ®/ TC 40.5 4 / / a so �61 w 1 2 2 O O r7E // • f6 �F / �\ \ M. 1 J z / • �j� `9�c�6` / r �Sp O ��pc O o� � O�o� / ••, / \ e �\ 4 S•O 4,.4 4 A �, o o�� �� /Ac e / 1 •°/ r� -35.2 0 ��. � � a, J o � z ° A A � / \ t V! J 0 940 / •• / , f 00^ o z O 00 �� o ci o °' - 5 - I m / • \ 1 2 6 �Xo 40.4 - �s. �i3 0 I i e � � mow., � b O r• //r '° \ i 4 O o V A p \ �/ ••I 00 o C14r 2 4 �i� °o o � �pc� 0�60 5 936 cf LLI U) 00 o - 35.0� I- r%i �� // I o / °o / •e w ( �o ps 9 i4 \ S �� 4 FP / / N 3 /,5�,. •0 U. . e • 'h �� O /a a o 0 0 0 / • 3 V A x e 00 I w - / / 166 v v -� M / �fg34 0 • • 4`s � / • e C.0(0 __ - -- - -- -- - - • - 4 ` e • �- ^� e 31.0 � 34.50 � � // • � • �/ � � I W � X � � - - -- - -� •°e A � � . 7 • e _ C3►(.n / cNi O /// • • / � � � /� grLO \ �I 1 52 T I pCT� O � W I C� // e�° II I -I V / 1 ti �� w 1 26 Q O 4f, ,��� •e /// / I N --- -- - I +ISO O �O � 3 / • / O - - - (,i a' <N 2 in � • �/ / 934.0 I �- - -- -\ .- �� I 1 6 2 �ry e• �'' 4.5 ry a. + - _ 04 y 0 Cn N 0.0 I - --- 0) • / 1Lfo) r7 / ` I - -- +- / / / POND 700 �' 2 - - --- _ _ -j k °' i N ' 06 XLLI C� - _ - 4 �� 3�, a NWL = 927.0 �; O o ��� - - - _ _ _ „ 1 2 O � / o • °r e . . . . . . a 100 YR HWL = 928.7 ° N 6 ° s' o �. ' /00 ° a° - _ - ° - J x JN /00 i // � o °� cn (� �� / rn °'rn 1 4 �j :e J* / t,� O l i o X • • e 30• o e • • • • / • / /7 O� C, o .� / w 928 • oo . / :e 33.6 - - / • J l� x•e I �� V _ - -926.2 • %° --3 _ w 4O o • o / O p) 0 43 - / o _ 4.� � o , o N o c 6.2�926�-26, o / �� r 1 . co ° -925.2- �- / , _w _ -- _ ,� • ^" �' ,� ; jotj �� x/•�• WETLAND-30 �/ 4 o ® WI+ „ W W � / e d o�. o ® m o o O �o / 100 YR HWL - 930.8 o � I I I� a O, Q�i� ^7 u> I �vj �e ° � / �• / W �� O 1 1 i / o �,� �; x �� ONEKA LAKE I POND 600 I - T -- N �_ 33.9 •• OHW - 931 .3 � - - / m 0---- � - - � INSTALL SILT FENCE • / � � Ocn O o o �� , 00 / % I - I M I - 35' -- - AFTER GRADING IS / .AWL - 926.5 ���- - �-_ N O 1 I 00 YR HWL 928.9 - I I I COMPLETE •�� 1 •° ' ,r /" I 1, % o / / �o ,' _ _ 1 4 4 �� / fl / o I / - / � �, 40.7 � �4r r-- w I • go CA • -- w -- o � � � � , � .° _ _ _ _ _ 00 ---- 34.6 _ O / N 1 � 1000 1000 • ° �`�S� � � G7 w - I / e 1 48 �� h Boa d 00 // �� �e / _ _ • 0. 170 / �/ •• / �� o U% I -O CD 34.9 / / 4 ••� 1 J_ - o a � O o -7 21 •° / -V) I 2 / I 1 - - a (0- LA Q � 1 �� ° I i� ° / 1 44/ cp •e� 1 / 0 25 50 100 _ /) 3 _ �I 40 / / / / ° 1 1 V�?� O �_Lo n p o CD • • • • • e 51\�/ �� / o / v� �"� ° / (IN FEET) 928.7 / / /� I 6 . eeeo • lv o �� o � / / • \ 1 2 2 +� o a _ - - - - - �l e • Q, / ��.a o�O O�j 40 •el / 17 vv 18 w a 5- - o _ �� ���,• / •. / BENCHMARKS 4 34. i I?ly� A 33.5 - / V, / 1 2 2 ••I �� Q / - \ 10+50U' x STRE T 14 / / •el / 1. Minnesota Department of Transportation I �0p o �� g •e Geodetic GSID Station No. 41919 Name: \� i z+oo - - I i3+oo 10p94p'S0 ni e• I /� / 430M Elev.- 933.90 ft. NAVD 88�- / �, � � � g0 V.C.) W - � - �_ - - ®� V. � � � � h � � � ) ( ) 2 2 V i L's +00 - - 32.5 1.10% C. •6.00 348 - / �M. • 2. Minnesota Department of Transportation _ �I- - I -� a _ _ p ^� / - 33,4 14+0 ®� N ••, Geodetic GSID Station No. 33703 (Name: 10� �i 9. _ o`i ••/ / �1 1 PEARSON MNDT) - Elev.= 934.71 ft. i3 •3 0�_ I YTr j I - / •°e / l (NAVD 88) Q v �� ��M 33 4� �n 1�iSn 389 \ 93G0 e / \ x 3 ,+ +� v • / 4 ������ Mi of 36.0 3'0 ®� a SB �� • / -- - SEE SHEET 18 - 4 / 34.0' - -- - ��� S/moo e••/ i i Y 3890 PHEASANT RIDGE DR NE Revisions: CARLSON I hereby certify that this plan, specification Print Name: Brian J. Krystofiak P.E. Drawn: LOC 1. 2/25/22 Revise Layout per CityComments. PRELIMINARY GRADING 19 ENGINEERING SUITE - y M I HOMES OF MINNEAPOLIS, LLC BLAINE, MN 55449 or report was prepared by me or under my 2. 4/27/22 Revise Layout per City Comments. THE SHORES OF O N E KA LAKE ` SURVEYING direct supervision and that I am a duly Signature: /L Designed: BJK 3. 5/4/22 per City Comments. of MqCA1 N TEL763.489. 900 G � 5354 Parkdale Drive, #100 2 ENVIRONMENTAL FAX763.489.7959 Licensed Professional Engineer under Hugo, Minnesota & EROSION CONTROL PLAN CARLSONMCCAIN.COM the laws of the State of Minnesota Date: 10/21/21 License #: 25063 Date: 10/21/21 St. Louis Park, Minnesota 55416 Save Date: 05/04/22 f:\jobs\8861-8880\8869-dell webb-hugo\cad c3d\engineering\preliminary\8869_grade.dwg #8869 SINGLE FAMILY HOLDOWNS SINGLE FAMILY HOLDOWNS SINGLE FAMILY HOLDOWNS 65' LOTS 52' LOTS TWINS TURF ESTABLISHMENT (LOTS 147-196, 218-242, 263-276 & 287-306) (LOTS 105-146, 197-217 & 243-248) (LOTS 101-104, 249-262, 277-286 & 307-318) TURF ESTABLISHMENT SHALL APPLY TO ALL DISTURBED AREAS AND SHALL BE ACCORDING TO MnDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION (LATEST EDITION) SPLIT ENTRY SLAB ON GRADE SLAB ON GRADE EXCEPT AS MODIFIED BELOW. R/W NO SCALE It R/W NO SCALE NO SCALE / � R/W TURF ESTABLISHMENT SHALL OCCUR AS SOON AS POSSIBLE BUT IN NO CASE 1 . I MORE THAN 7 DAYS. 25'� 55' �25' 70' I �25' 65' , (FRONT SETBACK) 25' (FRONT FINISHED GRADE FINISHED GRADE FINISHED GRADE SETBACK) (FRONT SETBACK) SEED: MnDOT MIXTURE 25-141 AT 60 POUNDS PER ACRE. 1 I I I I I I GRADING GRADE I I GRADING GRADE I I GRADING GRADE I DORMANT SEED: SHALL BE APPLIED AT TWICE THE NORMAL RATE AFTER �E S�G S�G NOVEMBER 1ST. 1 Ln 1 p `n I �n 1 rO�2' TOPSOIL 1p° �n 1n 1r-O.,2' TOPSOIL 1p 1n i10, I o 0 o I 1 0 0 MULCH: TYPE 1 AT 2 TONS PER ACRE (DISK ANCHORED). 0.5' MIN. I .0 I I .0' TOPSOIL 0.5' MIN. TOP OIL 0.5' MIN. TOP OIL FERTILIZER: TYPE 1 10-10-10 AT 200 POUNDS PER ACRE. 1 I I I IELII I 1.2' I I I I I 0.2' TOPSOIL GRADING PLAN LOT KEY 59.4 - 60.5 SPLIT ENTRY WALKOUT DRAINAGE & UTILITY I� 20'� GRADING LOT NUMBER R/W NO SCALE It EASEMENT LOWES FLOO (F' 25 RONT SETBACK) 55 I LOT BENCHING DETAIL SURFACE DRAINAGE HOUSET TYPES ELEVATION ' ______ ADDITIONAL CORRECTION AREA i R RAMBLER OR SPLIT ENTRY I I SE'wo I z z z z ENTRY WALKOUT w w w w GROUND ELEVATIONLO -RAMBLER LOOKOUT OR SPLIT FINISHED GRADE J J J J @BUILDING 961.0 (961.5 WO RAMBLER WALKOUT I SE -SPLIT ENTRY i 10' GRADING GRADE I 0 0 0 ~ 1 o RECOMMENDED �k 0 2 SEWO-SPLIT ENTRY WALKOUT GARAGE SIDE G 968.0 CG CUSTOM GRADING SOG-DENOTES SLAB ON GRADE _ FINISHED ELEVATION L _ _ J DENOTES STEP CONDITION (IN 6" STEPS) Lq N � 10' � o LOT PROFILE @LOT CORNER 65.5 64.4 1 0.5' MIN. DIRECTION OF FLOW (LOT) I TOPSOIL - I 1.0, STREET PROFILE - _- - 0.5' TOPSOIL DIRECTION LOW F F (STREET) 0 5' 0.5' 0.5' STREET WALKOUT R/W NO SCALE 30' 55' (FRONT SETBACK) 25' _ I I 1 0SUBGRADE CORRECTION SUBGRADE CORRECTION I `n FINISHED GRADE I > > I 0 10' GRADING GRADE I (52 LOTS & TWINS) (65LOTS) I I I -- -------- -- - ---- I VARIES *55 �r? Ln o r \ 10 °° Lq I � 0.5' MIN. I *UNLESS OTHERWISE SHOWN 2 5' ---- I TOPSOIL 0.5' TOPSOIL MODIFIED WALKOUT NO SCALE R/W 0.5' TOPSOIL GRADING GRADE 0.5' TOPSOIL GRADING GRADE 30' 55' -VARIES ARIES (FRONT SETBACK) �25'� 2, 3.0' PROPOSED FINISHED GRADE 2 3.0' 10' PROPOSED FINISHED GRADE - - EXISTING GRADE - _ EXISTING GRADE 7(2) �I 10 n -I I FINISHED GRADE GRADING GRADE I�,III-I_ I -�----- � ;;; ,/ ;;' Illlllllllllllllillll- --"�"' •• I-III= ACKFILL N LIMIT OF SUBGRADE EXCAVATION SELECT B N L._ - - IMIT OF SUBGRADE EXCAVATION SELECT BACKFILL -III = MATERIAL 'loll-II O MATERIAL (III SELECT BACKFILL SELECT BACKFILLLn } CO 10' o I II-Ill ill' MATERIAL 8 P R MATERIAL �IpgLE �ER�� --- �� 0.5' MIN. I s N uNs�P M �E \ III -11 s � N vN5 M P \ COMPACTED BACKFILL < \ / COMPACTED BACKFILL < \ TOPSOIL �'OF ` \o,Q 7 NON-SELECT BACKFILL MATERIAL EL L 2.5' ' 0.5' TOPSOIL RFq 7 NON-SELECT BACKFILL MATERIAL �Fq: NON-SELECT MAX TF'Q NON-SELECT MAX 'Q BACKFILL MATERIAL 3 0,I COMPACTED BACKFILL BACKFILL MATERIAL 3 0>I COMPACTED BACKFILL MAX. -III-I -I I-III-1 1 MAX. -III-I -I I-III-1 I` COMPACTED BACKFILL 10.0' I 1 =(III,;(III „„III-III=III- COMPACTED BACKFILL 10.0' I I 7III=1111 I11_„III-1T_I-III- LOOKOUT MIN. MIN. R/W NO SCALE It BOTTOM OF UNSTABLE MATERIAL BOTTOM OF UNSTABLE MATERIAL 30' 55' I ( (FRONT SETBACK) 25' I I SILT FENCE TREE FENCE n FINISHED GRADE � 10' GRADING GRADE � I o I � 0 - --------- -- - ----- r' 10' 0 0 -------- TTOPSOIL I ° FILTER FABRIC (36" MAX. HEIGHT) m 1 ' 1 OPENING IN FABRIC WEAVE < 212 0 I ANCHOR W/ METAL �' COPOLYMER BARRIER FENCING 25' T-POST OR WOOD o ANCHOR W/ METAL (48" HEIGHT) ROCK CONSTRUCTION ENTRANCE 0.5' TOPSOIL 2"X2" STAKE T-POST OR WOOD 0 2"X2" STAKE 0 0 0 o r /DIRECTION OF FLOW ° �6"XC TRENCH(COMPACTED BACKFILL) �-III-III- 0 o III-III-III-III - - - - - - ���P 2" CLEAR z -III-III -III-III -I III- - °III- - -� ROCK (MIN.) o III III III- III- III- / �Q I, lil iIIII N i-1111 °IIIIII;I i- UNDISTURBED SOIL III r UNDISTURBED SOIL 66" MIN. NOTES: I NOTES: SO, 1. DIG A 6"X6" TRENCH ALONG THE INTENDED SILT FENCE LINE. /ry 2. DRIVE ALL ANCHOR POSTS INTO THE GROUND AT THE DOWNHILL SIDE OF THE TRENCH. 1. TREE FENCING SHALL BE PLACED A MINIMUM OF 1 FOOT PER CALIPER INCH OF TREE DIAMETER 3. POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART. FROM TREE(S) THAT IS/ARE TO BE SAVED. 4. LAY OUT SILT FENCE ALONG THE UPHILL SIDE OF THE ANCHOR POSTS AND BACK FILL 6"X6" TRENCH. 2. ANCHOR POST MAY BE SPACED UP TO 10 FEET APART. 5. SECURELY ATTACH SILT FENCE TO ANCHOR POSTS W/ MINIMUM OF THREE ATTACHMENTS PER POST. 3. SECURELY ATTACH TREE FENCE TO ANCHOR POSTS W/ MINIMUM OF TWO ATTACHMENTS PER POST. 6. SEE MNDOT SPECIFICATIONS 2573 & 3886. 4. SEE MNDOT SPECIFICATION 2572. 3890 PHEASANT RIDGE DR NE Revisions: CARLSON I hereby certify that this plan, specification Print Name: Brian J. Krystofiak P.E. Drawn: LOC 1. 2/25/22 Revise Layout per CityComments. 20 ENGINEERING SUITE 100 y M I HOMES O F M I N N EAPO LIS, LLC BLAINE, MN 55449 or report was prepared by me or under my 2. 4/27/22 Revise Layout per City Comments. THE SHORES OF O N E KA LAKE ` SURVEYING direct supervision and that I am a duly Signature: /L Designed: BJK 3. 5/4/22 per City Comments. MC_CA1 N TEL763.489. 900 G � g p y 5354 Parkdale Drive, #100 DETAILS of ENVIRONMENTAL FAX 763.489.7959 Licensed Professional Engineer under Hugo, Minnesota � 1 CARLSONMCCAIN.COM the laws of the State of Minnesota Date: 10/21/21 License #: 25063 Date: 10/21/21 St. Louis Park, Minnesota 55416 1 Save Date: 04/21/22 f:\jobs\8861-8880\8869-dell webb-hugo\cad c3d\engineering\preliminary\8869_detail.dwg #8869 OUTLET CONTROL STRUCTURE 100 OUTLET CONTROL STRUCTURE 200 OUTLET CONTROL STRUCTURE 300 (POND 1001 (POND 200) (POND 3001 TYPICAL STREET SECTION 60 R/W - 30 B/B W W W STREET H, STREET 1 6+50-9+00 R/W R/W 30' 30' GALVANIZED GRATE (SPLIT) GALVANIZED GRATE (SPLIT) GALVANIZED GRATE (SPLIT) 15' 15' 15' 15' 4"X4" OPENINGS 4"X4" OPENINGS 4"X4" OPENINGS 28' 930.0 932.0 931.0 4% (FACE TO FACE) 4% SLOPE 2% T__--- _ 0 0 0 MOUNTABLE 0 0 o CONCRETE CURB 48" DIA. 48" DIA. GUTTER TC = (�+.04' 929.0 929.0 6" ORIFICE o 8" ORIFICE 926.5 48" DIA. a 927.0 PAVEMENT SECTION • FLOW 9261 NWL P300 FLOW 1.5"-TYPE SP 9.5 BITUMINOUS WEAR COURSE MIXTURE (2,C) (SPWEA240C) NWL P100 15" 18 R PC BITUMINOUS TACK COAT 925.5 927.0 927.0 926.0 2.5"-TYPE SP 12.5 BITUMINOUS NON-WEAR COURSE MIXTURE (2,C) (SPWEB230C) 1' MIN. Ow 926.5 a NWL P200 15L �Ovv1' MIN. FLOW 927.0 8" CLASS 5 AGGREGATE BASE, MNDOT 3138 FL RCP P 24" SELECT GRANULAR BORROW, MNDOT 3149 RGP 1' MIN. 1a **GEOTEXTILE FABRIC 15 FAO �GP 12" SUBGRADE EXCAVATION 15 � FINAL SECTION TO BE VERIFIED / MATCH EXISTING SECTION 920.5 922.0 FABRIC TO BE USED WHERE CLAY SOILS ARE ENCOUNTERED AS DIRECTED BY THE ENGINEER 923.0 OUTLET CONTROL STRUCTURE 500 OUTLET CONTROL STRUCTURE 700 TYPICAL STREET SECTION W/SIDEWALK POND 500 POND 7001 STREET 6 CO, S RWW D, STREET E, S GREET G, STREET 1 0+00-6+00 R/W R/W 30' 30' 15' 15' 15' 9.5' 5 0.5' 28' 4% (FACE TO FACE) 4% 2% SLOPE 2% -- CONCRETE SIDEWALK GALVANIZED GRATE (SPLIT) GALVANIZED GRATE (SPLIT) (SEE DETAIL) 4"X4" OPENINGS 4"X4" OPENINGS 931.0 930.0 MOUNTABLE CONCRETE CURB GUTTER * PAVEMENT SECTION O 1.5"-TYPE SP 9.5 BITUMINOUS WEAR COURSE MIXTURE (2,C) (SPWEA240C) o � BITUMINOUS TACK COAT 2.5"-TYPE SP 12.5 BITUMINOUS NON-WEAR COURSE MIXTURE (2,C) (SPWEB230C) o 8" CLASS 5 AGGREGATE BASE, MNDOT 3138 48" DIA. 48" DIA. 24" SELECT GRANULAR BORROW, MNDOT 3149 **GEOTEXTILE FABRIC 12" SUBGRADE EXCAVATION FINAL SECTION TO BE VERIFIED / MATCH EXISTING SECTION 927.0 927.0 FLO 927.0 927.0 LOW ** FABRIC TO BE USED WHERE CLAY SOILS ARE ENCOUNTERED AS DIRECTED BY THE ENGINEER NWL P500 1R PCPC NWL P700 ::F RCP 1' MIN. 0 1' MIN. G� 1a 15 923.0 923.0 TYPICAL STREET SECTION W/TRAIL 60 R/W - 30 B/B STREET F R/W R/W 30' 30' INFRASAFE - 27" DEBRIS COLLECTION DEVICE INFRASAFE - 2'x3' DEBRIS COLLECTION DEVICE 15' 15' 15' 6.5 8' 0.5' AS MANUFACTURED BY ROYAL ENVIRONMENTAL SERVICES AS MANUFACTURED BY ROYAL ENVIRONMENTAL SYSTEMS 4% (FACE TO FACE) 4% 2% - I SLOPE 2% BITUMINOUS TRAIL TYPICAL LAKE SECTION �� (SEE DETAIL) HDPE INSERT BASKETS HDPE INSERT BASKETS LAKE 1 000 SHOWN W/OUT FILTER BAGS '°�$: °°°°°°°g®oo° MOUNTABLE SHOWN W/OUT FILTER BAGS 400 MICRON FILTER BAGS CONCRETE CURB ®t°° s 400 MICRON FILTER BAGS GUTTER a. REQUIRED INSIDE BASKETS °°°°`°°`°°°°°° REQUIRED INSIDE BASKETS TC = +.04' 4 4 �"r °e °®°®om® °°D ° PAVEMENT SECTION 1 10: N.W.L. 10:1 1 ® Aft 1.5"-TYPE SP 9.5 BITUMINOUS WEAR COURSE MIXTURE (2,C) (SPWEA240C) �_ __ _ __ _ BITUMINOUS TACK COAT 2X3 HDPE FRAME INSERT �, �ME 2.5"-TYPE SP 12.5 BITUMINOUS NON-WEAR COURSE MIXTURE (2,C) (SPWEB230C) EMERGENCY 2'x3' HDPE FRAME INSERT 8" CLASS 5 AGGREGATE BASE, MNDOT 3138 3 3 OVERFLOW PORTSLi EMERGENCY 24" SELECT GRANULAR BORROW, MNDOT 3149 1 nw� 1 OVERFLOW PORTS **GEOTEXTILE FABRIC Q - MEETS MN/DOT SPECIFICATION 3891.E 12" SUBGRADE EXCAVATION 10' > 10, "STORM DRAIN INLET PROTECTION - FILTER BAG INSERT" * BOTTOM - DESIGNED FOR NEENAH R-3250-A OR R-3250-1 (MNDOT 801) - MEETS MN/DOT SPECIFICATION 3891.E FINAL SECTION TO BE VERIFIED / MATCH EXISTING SECTION FRAME CASTING "STORM DRAIN INLET PROTECTION - FILTER BAG INSERT" ** FABRIC TO BE USED WHERE CLAY SOILS ARE ENCOUNTERED AS DIRECTED BY THE ENGINEER VARIES DESIGNED FOR NEENAH R-3067 OR R-3290 SERIES TYPICAL STREET SECTION W/TRAIL TYPICAL STREET SECTION W/SIDEWALK 60 R/W - 32 B/B 60 R/W - 32 B/B STREET AA, STREET A 12+00-22+50 STREET A 0+00-12+00 TYPICAL POND SECTION TYPICAL POND SECTION R/W R/W R/W R/W 30' 30' - 30' 30' - POND 100, 300, 400, 500, 600 POND 200 14' 16' 16' S.5' 8' 0.5' 14' 16' 16' 8.5' 5' 0.5' % . 4% (FACE TO FACE) 4% 2% 4% (FACE TO FACE) 4% 2% 4 4 _ I SLOPE 2% - SLOPE 2% _ 1 10 1 1 1 10: N.W.L. 1 :7 N.W.L. 1 BITUMINOUS TRAIL CONCRETE SIDEWALK 1 10. 10. L. (SEE DETAIL) (SEE DETAIL) 3 3 3 3 MOUNTABLE MOUNTABLE w_ _w CONCRETE CURB CONCRETE CURB 1 of 1 1 1 GUTTER GUTTER TC = � 10' BOTTOM > 10 10 BOTTOM > 10' * PAVEMENT SECTION TC = +.04' PAVEMENT SECTION 1.5"-TYPE SP 9.5 BITUMINOUS WEAR COURSE MIXTURE (2,C) (SPWEA240C) 1.5"-TYPE SP 9.5 BITUMINOUS WEAR COURSE MIXTURE (2,C) (SPWEA240C) *2' CLAY LINER BITUMINOUS TACK COAT BITUMINOUS TACK COAT �VARIES--- VARIES 2.5"-TYPE SP 12.5 BITUMINOUS NON-WEAR COURSE MIXTURE (2,C) (SPWEB230C) 2.5"-TYPE SP 12.5 BITUMINOUS NON-WEAR COURSE MIXTURE (2,C) (SPWEB230C) 8" CLASS 5 AGGREGATE BASE, MNDOT 3138 8" CLASS 5 AGGREGATE BASE, MNDOT 3138 24" SELECT GRANULAR BORROW, MNDOT 3149 24" SELECT GRANULAR BORROW, MNDOT 3149 **GEOTEXTILE FABRIC **GEOTEXTILE FABRIC *2' CLAY LINER TO BE INSTALLED TO 12" SUBGRADE EXCAVATION 12" SUBGRADE EXCAVATION POND SLOPE ADJACENT TO WETLAND * FINAL SECTION TO BE VERIFIED / MATCH EXISTING SECTION * FINAL SECTION TO BE VERIFIED / MATCH EXISTING SECTION ** FABRIC TO BE USED WHERE CLAY SOILS ARE ENCOUNTERED AS DIRECTED BY THE ENGINEER ** FABRIC TO BE USED WHERE CLAY SOILS ARE ENCOUNTERED AS DIRECTED BY THE ENGINEER 3890 PHEASANT RIDGE DR NE Revisions: CARLSON I hereby certify that this plan, specification Print Name: Brian J. Krystofiak P.E. Drawn: KRO 1. 2/25/22 Revise Layout per CityComments. 21 ENGINEERING SUITE - y M I HOMES OF MINNEAPOLIS, LLC BLAINE, MN 55449 or report was prepared by me or under my 2. 4/27/22 Revise Layout per City Comments. THE SHORES OF O N E KA LAKE ` SURVEYING direct supervision and that I am a duly Signature: /L Designed: BJK 3. 5/4/22 per CityComments. MC-CAI N TEL763.489. 900 G � g 5354 Parkdale Drive, #100 DETAILS of ENVIRONMENTAL FAX 763.489.7959 Licensed Professional Engineer under Hugo, Minnesota � 1 CARLSONMCCAIN.COM the laws of the State of Minnesota Date: 10/21/21 License #: 25063 Date: 10/21/21 St. Louis Park, Minnesota 55416 Save Date: 04/21/22 f:\jobs\8861-8880\8869-dell webb-hugo\cad c3d\engineering\preliminary\8869_detail.dwg #8869 H HOR OF AK N KA LIGHTING PLAN 1 1 1 OUTL 0�1F WETLAND T — — —T-- 2 2 3 4 OUTLOT G i I 4 W 4 I / ��� WETLAND w I O 5 5 1 C ��'� 6 / / 6 6 a 2 7 `---- / Y ( 3 2 I na I U xall � 4 I 1 9 / 3 �I POND / ' I II 10°Q � 5 I I� 'illy= 1 OUTLOT E 4 /�° i III T S E L E E e © 7 r WETLAND — CJTLOT B 3O 6 hi l I - - - - - - - - - - - - -_ _� OUTLOT C / / / / 4 8 / /g 20 7 /l WETLAND / I ' ' 111 Bull ¢I i l l / 5 9 C� / / g 1 g / OUTLOT D � 6 0 -4j 8 OUTLOT A S� S / / 11 C I O / i O 18co / II STREET F I // I`\\' POND / / 16 OUTLOT G — S — — � � 15 19 � 20 21 I 59TH / 17 18 22 I� STREET ' -____===__=� -------- ; / ; 14 6 . _ /� _ �= ==—_STREET AA / // ' '� e I ____—__ '/ 13 15 1 2 1 r _� ( - - ---------------- -- --- ----- OUTLOT B �' i i / 12 4 1 / / / 1 F----- 131 2 24 / 10 39 38 g �� 11 25 3 ; I ' 10 40 II 9 37 26 4 1 % -- -� ---- - / 2 7 POND ,(i �G — O 8 / OUTLOT D POND 6 12 41 36 527 - - - - - - - - - - - - - - - ' / ' /j i 4 6 42 35 6 I I �;' / 28 10 i V 3 4 2 4 43 34 1 2 , 29 7 1 ° 0 P 8 I W I /�i / / '/ 2 2 OUTLOT H I 33 I ;' II v J I ' i i 45 3 1 32 9 WETLAND I /i' 4 �� ST 31 II 46 R I 5 � '� � 10 ' w I / i �� 14 6 �,/ 1 2 s�0 12 47 1 �I �''i' 4 5 �• ' 48 -� ' � / / � 51 50 49 /- �'� 11 8 9 /; /& OUTLOT �_ _ 13 / \� 13 2 VVI I � 4 5 p WET AND 1 2.. 3 12 ' 111 I 20 19 18 OUTLOT A 17 ' 16 11 10 9 8 7 �� WETLAND I i 15 14 13 12 WETLAND ' ' I li 1 ii OUTLOT G I 1 11 I � / OUTLOT B S 10 II I I I I i l 1 I �li " I /; N I --- — 11 1' 1 2 11 18 19 2 0 I ---- 111 11 I 1 /1 9 16 12 13 14 15 16 17 I I III I / --- I / 1 I 3 1 I POND / �)/ I I �/ I 4 21 T��' 2 I 15 3 �I 7 23 I I / 17 ; 4 I / 6 I POND I - - - - - - L - - - - - - - - _, , / / ; 7 POND 24 I II 0 75 150 300 '' s I LIGHTING NOTES: 5 16 OUTLOT J 25 5 OUTLOT G I II Io PROPOSED LIGHT LOCATION. 4 16 (IN FEET) I _ I x� O / g � 6 WETLAND I , I — J — — ►r o �� 3 26 r--�. ' �I BENCHMARKS I~ i\ f FINAL LOCATION TO BE VERIFIED I it I 2 7 II 1. Minnesota Department of Transportation \ i I WITH CITY/XCEL. Geodetic GSID Station No. 41919 (Name: I j I I I 10 _ - --------- 27 _ _ I 430M) — Elev.= 933.90 ft. (NAND 88) I I2. Mirnesota �T--��-- — r-- ----- ---- -- — .— . — — — — — ---------- — — —« —«• r —- -- — -- — --- Geodetic GSIDp Station tNo. 33703 (Name: PEARSON MNDT) — Elev.— 934.71 ft. (NAND 88) 45 I_a I I I / G0 2�S17\ \I� 5 11 11 I G o / � � /\/ �� I ��`�v // /�� � 10� III — I L _ 1�,„ i!!I� � \ - - - � �� 43 \� i \� �0� �\1 \� I / �v — � \ Ili � Ilo 1 11 10 44 \ \r GL 22 I - - - - I I 19 I I I I I I l0 I 3890 PHEASANT RIDGE DR NE Revisions: M/I HOMES O F M I N N EA PO LIS LLC 1 CARLSON SUITE 100 I hereby certify that this plan, specification Print Name: Brian J. Krystofiak, P.E. Drawn: KRO 1. 2/25/22 Revise Layout per City Comments. LP 1 ENGINEERING or report was prepared b me or under m �� , � 2. 4/27/22 Revise Layout per CityComments. SURVEYING TEL 76 . 89 55449 direct supervision and that I am a duly y Signature: // Z= Designed: BJK 3. 5/4/22 per City Commets. 5354 Parkdale Drive #100 THE SHORES F N EKA LAKE LIGHTING PLAN Of ENVIRONMENTAL TEL 763.489.7959 Licensed Professional Engineer under LP 1 M C Lr� FAX 763.4MCCAI9 9 Date: 10/21/21 License #: 25063 Date: 10/21/21 Hugo,g O, Minnesota CARLSONMCCAIN.COM the laws of the State of MinnesotaSt. Louis Park, Minnesota 55416 Save Date: OS 04 22 (:\jobs\8861-8880\8869-dell webb-hugo\cad c3d\engineering\preliminary\8869_light-plan.dwg #8869 VICINITY MAP H OR OF N KA HUG69VI 1ETAe �O � 934� �, � � -93Y 165TH STREET N WETLAND 40 �- ,2------ 1100 YR HWL = 931.2/= r _FP •• _ 3 o t I' ts1 i I • .•v l N ? SITE _- FP �� 7 1 N 3 • ` 7 a o" -� UTLO F•1�• y 2\\ r� rn aw 1 I P I \ 3 !�BL I \ •r / �. / 93s sags / ONEKA \o I °� � / 4;-' • y°y 'D I / •.:\ OUTLOT G \ /, LAKE 3 0 r r I ° f O WETLAND 40 / Ifir+%°\ •n _ J �/100 YR HWL = 931.4 / z / i ° •'� a ° ' I / t a' s c� 1 I / SF \\93 " •/ .�/ Q TRqDVINW 9L�aG �r'ro' ocn ,31 I / \• ,� .vJso/ip °/ s.',\ / /' \ � �� 16 � � ' / J 2F� P!- - -- i 11 g p O � il l 1 � 4Q � /j 1 ot_t ry .-ss:z\ /// �\\ \ / � ° \ \ �O 9gyse'o \\ ®•1`__ _-/f �,� O l l' L / "®/ ® v vv• wo ° ° v v � ) as ° 1 plwl � !/ 1 7 oLim /'�� �® ®/• � �/ \�•Y1,541\ 11 °s 166 \\\ � � I' I N 0 / •�• ,;>-' OUTLOT E 1531 ll I r� - / D MAN R AD m RICE LAKE POND 700 I 5 / c _ / • , NWL . 927.0 100 YR HWL= 928.7 I � III J a L v WETLAND 30 � 00 YR HWL= 930.8 / 1 I I � �'I�°�� / � � � � � I � � I '� � I // POND 800•� / _ O 14 � I � •/� � �� 13 � � ONEKA LAKE fx I /NWL= 926.5 11 = "umeoixcrs / v s E OHW = 931.3 100 YR HWL= 928.9 mq oa / � 1 I I � ifivT ,/ "150 ��`i � / �� i I NOT TO SCALE - - - - - - - - - - - � � l � � �• � OUTLOT G _ __ i � I I II I�� � / � / �m •/ / _NM.--=+---- --- -- // 24w;� I '`� I / /` � / / O " � / , I 111 11 r�' � � 1 � � UQ I • l /'� � ,/i' - O� N II � ,"jr� " � � 1 , / fil1 1 I OUTLOT ' 1 / Ijll l� I%! i - �° 1 �/ I• // / // \\ / // ®®�� •,% ,23 1o79a - I r / I /V F�3oM � 4 I, l J ^�� 0 I o •// l OUTLOT D I � � I / II II fl�I � / ' / I � f' !�/ / "I,° / i/ f 21 � -- in-, �.g � c1 �• / m �a � ,/y � / YR HWL = 928.7 / //r.• / 122 •w.. $ ° / ao " 17 I 1� I /� II 111'II' � � z I � .•/ � z 1 / /i'/ ' \ OG' \\ ''- �� ��F • . J /� INS-SILT I-M � I ,�1 930 � x ' I / / / j CdAPLEft /i// / \ oG 9 y•a" � 4 / /j c ° I 9 i aa.] 96 -7 d 1, -' ' ////O // N�Y -_____-_ _ r /•• / / / / / < �s\ c x SJOG SOG / i I I�� - ------ r Ps ••�/ / / / / , 1 a 00 0 s>. SOG SOTf G 159 �(�� L�jII -___-______--_�• ""r •// / / ®/ 17 yy° �, ° �G III '� _ / - '11 (° / N/ // / // i5S 0G ^ �h °y 50 J ,99I°I 98; I = 3 174^•.• 4/I �� ,�J ---- /// - \� g30 P m •/ ••/� /// // /tp/' ' 9 ZgOG ] �, J I ri j�--�,// OUTLOT C '� I �� �91 II II to ' 4 I \ / $/ / / // c�0 e5 a''s`o / / I �� - _' - _ � • ,II II�1 � II • , 1 P � / � ° ^i� r� \ \94 5 0 I I � In I 19 �„�'O c o c] •• I I/ OUTLOT�/ i 11 Z G • / I • / C2 9�0 - 17 123 I fi wxln"4i wo. _ LOT I I l LI II r 0 YR HWL 26.929.1 - • /�1100 YR HWL- 928.7 '� ° ° ss BOG m 22 -c -' - �. U- - - WETLAND 30 11 l l � I / � • / / •/ 1 -_� a•- r � �/%r 1 /\ G ° ` O 0 / \ \ _ � ns M / ,9 n� 1 083 „", -� 100 YR HWL= 930.8 1 I 1 /ll(A .• / / ' // / 1 - i ° r•Ixsr,.0 aLr rtxcE / / / /\< O 9'i'' ^� ° / /_ - _�'. ^'<_" ° 3 •,` _ 17 r I / - - - - - - - - - - - - - - - - 11 FP /' v• / , '�° / r r �08 S ° ��0 1 / \•• R7 ��oa : / , / a° / / \ y NSH SL IS / +g I 1 1 / I / Il 4 ' � 1 1 / / / � / / •s�/-/ r/1 2 ��z \ / �/ /\ G � � ° �r / � I L 3� � 1 ao " � / 19 0 / O I I� / I 1 ' I I ^ �� // � \ � / eta h.5 •• \ //r to7 � ° `Y ° ,yam; 2 � / Am `� �3� ounor c ll" O ' O]IPLEIE 1 1 / uu // //' �• •.•// �' 1d'4•. ,� I ` /r/ r< b6 50 ,y° yy ^O / � / °' � � / €o /18 / p 11 � TING DITCH 5 � � / / s / 80 I I 1 I ii � , /// �• 100 YR HyVL-,Q�28.2 18 �<\� s / a ®� // \ '�' '° ° �00 - t / / / o /` " �3 / /. I ONEKA LAKE 1/05 c7 v ° / POND 5oa / °. o J / 8 �-. 1 OHW= 931.3 ry��\ w e" M 0 / / �1 J o / \I i 31 " `BEET ° 0 1 11 / •/ / / / ,4 \� < e ///° ✓ JrA \ ) •/ _-- --�--- ,�� \\ o\ \/ S o,\\ `/ m / 1<, I JII � / � � 13 G \ A/ �/ 6 �/ e�'P c I .4° -�/ `]a°• _ -- ''\\\ °•ybyo '' / '^r' �i � i/ / � I I I I / I I/l / ' / ,✓ � POND 200,..•.•�,,,a+•,,.,3\';y ,� I SOG .P /s . • 1 � ]s��' � �Z2t 9}°O, \ / "a' _-- fi`s\O�:o I � I / / / � " /NWL= 927.0'•s:`'.:i•� /. I SOG S01 ly c/ / \ z �,8 1 2,9 1 �� � S\.y o\ C � � /4. ' I I /� / / / ,p ' •100 YR HWL= 928.6 / / . G I / \ ]'' � 5 � •b¢ zz \ \ ' 18 ^ 1 / //L / �,� / 2 \ / :••::.v:j" , / 1 SO / ° , /' 935.5 I 934.5 99 50 x / / \ \ 4 1 ' ' //I /� // // / \\ • /,.•...;:'j:•"'' ®p e+ ✓••/• 1 / / / ,"v` / 935.2) (938-20 935.0 \ \ // / x.� � • / I I / I / / / 11 0 •/cr��✓r . ®i r 248 I I I // // // �� �o •�.�43 / ®. / ,• 247 1 L I I/ / ° ••g:v L \.I 246 I / � \ 935.-_='J -- I 1 - - //'°J° /' r 944s ,1 (� i ' ' / / /�� ;/ \ ••�/ //f iINSTPLL POND LINER TO POND ••• ��� I I 1245/ 44 p(l .P \_ YJ ]>.a ``\, G � V]� \ 18� 1. I ' ' / I •• P•' / SLOPE ADJACENT TO N£TLAND � _ `�= / / \ Y. \. 50%� 0 \ \ / 1 ' .111( // / ° �/ � j • fyC� ♦ (SEE DETAIL) .�... / �5°'v.c) W� g'�' / �/ /$ry I t y ••;� • / 100 YR HWL= 930.6 =�L • _ ' I •I �' ]1 J N ' 4I I I• 08 _J r o � I c l l 9 .0 0 941.5 �1 1 WO �rk.3.' �i=' I / I I, Pry' •, 25D \938.0 ]ote] 6px6] � 935.5 1 I I•• \ • n m F m T/'� ' I 1 II I I -�• U' r °:•� • / I I 251 m sEwo I 5936.2G 937.2 I1 934.5'I I / -� �\ r+LL I I• I O-i - M • \\ TL J• / 252 253 254 259 26 �• . I 93I5 I 935.5 938.5 1 238 / � � I I I I ,0 / \ 25 256 257 258 - J 239� � OUTLOT G I - - - - - - - /�II I I V::� ' a °// ./ 2 ( S C,'.. // S / • , ♦ II II I I I 26 L_--EK].e • ( 1 \\ I soG 51 �1 7 j 9 b I f \\•• 1 /� II I •• /// v D / I s a 1' 9 i'4 J L ' OUTLOT G WETLAND 30 100 YR HWL= 930.8 I •r �F`t D /' 1 I �I � II 0 75 150 300 I I'LL m�IQ '� / I I, / �i 1 M..',L W g I r _ ? o e 93.9, � I � G /III • •�,----- _�=�_ �J � I� � " J I s�, " � l s G � \ 3• 263. vv � v WETLAND 30 �I (IN FEET) / • .� 28 / I I \ -aL- \z, • I 100 YR HWL= 930.8 I 1 I I 2�^ 9a•S i; \\ � �--vzz- � I I r I 280 -279 SF bovj / \ �P'� � I ��/ '� / / �' I - 'z•_ ¢�4_ 283 I 282 2811 I 27 \ / `��/i / LAKE loon OUTL B / vz _ �' sv--J]zo --J �' S 8 \ \ p / 26$\ \ NWL= 928.0 I I y ' \ BENCHMARKS � _w _ � \ I ]z 2 LAKE 1000 A I E I y •�• � 303 A cn m sd1 �,rz$ .°> / / m,.s � YR HWL / 93 \ 26�\ // 1 / . Minnesota Department of Transportation • / \ / / / _� ° _s-_ � I I ; II ONEKA LAKE 1 Geodetic GSID Station No. 41919 (Name: 29 \ / s p �n o \ _ ) / OHW = 931.3 - // �tig1 430M) Elev.= 933.90 ft. (NAVD 88) yy� "� 9,a', - / / °•PEE °v \\ 75 SF a� / �� I // d as I • / I 2. Minnesota Department of Transportation oUTLOT J Geodetic GSID Station No. 33703 (Name: /\ , \ � / \\ / � �274 s� \ � \ a o° , 1t• / � \ , ;� ' PEARSON MNDT) Elev.= 934.71 ft. - - L- - - - - - - - - -m��p 5•i• \• \ g I I a I (NAVD 88) / / // •• 9' \ k, °\ �F'S\O / POND 300 \ / .y3 �� \ I41 NW L- 927.0 v Q73 I w n 26X 100 YR HWL= 928.3 \ Fn \ v \ / I/4 / /J \ \ 9°'>y\o \\\ /V M..1. .\ 2 � / ry \ i \ 1 l a•LG OW \ \\ OUTLOT G ' I CALL BEFORE YOU DIG • - - - - - - - -1 I- � u \ �a� / - ��'90,y? u // --- Ij '� m I �L �o'N' 68j OUTLOT G � �Q \\•• I 219 qj 6�u I. _o -1 N.I jg� � I I ov j OUTLO 98 4/•.. -�-- ----- I - - -------------------- TZ- IJ' -�i •�--- '_ \ I ' q_\ ,.9 IO c TRucnoN � � I c334\ 93 I I i i� L Know what s below• I \ 1 \ I r��� I \ III E ANCE I I i �v ���, I TO / ,,, --H-_0 , III Call before you dig. I / x , --�I II o �3 / , - �I , I I � 111 Iz ,III 10� L I _ ri The subsurface utility information shown on this plan is utility - - - //`/`/ 1 \ I I I \ 1 \r Y \ i I I 2\ II I�I I W a 1 9 Quality Level D. This quality level was determined according to �' \ ` 44 \ 9i 22 I 1 9 16 ` " O - _ _ - _I 5 \ the guidelines of Cl/ASCE 38-02, entitled "Standard Guideline 4 \ I I I O I� 12 ( g I O for the Collection and Depiction of Existing Subsurface Utility \ / \2 O 3 O o, I T E SH E 0 E LAKE Data." , , � \ � I I 3890 PHEASANT RIDGE DR NE Revisions: M I HOMES OF MIN N EAPOLIS LLC 1 CARLSON SUITE 100 I hereby certify that this plan, specification Print Name: Brian J. Krystofiak, P.E. Drawn: KRO 1. 2/25/22 Revise Layout per City Comments. / PHASING PLAN �y ENGINEERING or report was prepared b me or under m 2. 4/27/22 Revise Layout per City Comments. BLAINE, MN 55449 p p p y y y p y THE SHORES FONEKA LAKE SURVEYING direct supervision and that I am a duly Signature: // Designed: BJK 3. 5/4/22 per City Comments. of TEL 763.489.7900 - -� 5354 Parkdale Drive, #100 MCr ENVIRONMENTAL FAX 763.489.7959 Licensed Professional Engineer under Hugo, Minnesota (GRADING) C-L. CARLSONMCCAIN.COM the laws of the State of Minnesota Date: 10/21/21 License #: 25063 Date: 10/21/21 St. Louis Park, Minnesota 55416 2 Save Date: 05 04 22 (:\jobs\8861-8880\8869-dell webb-hugo\cad c3d\engineering\preliminary\8869_phasing plan.dwg #8869 VICINITY MAP H OR OF N KA HUGO , MINNESOTA 165TH STREET N r __ OUTLOT, F ��� / SITE — 8 , OUTLOT G I I' /I 2 W 2 3 `� `\ /I ONEKA " 7 2 42 `\ i LAKE 1 3 W 3 5 `n � a F� 1 o0o 10 / w 2F� PE J 5 C? / m P 6 � 2 6 1 � / ,;/ � � o 7 3 `-----� I i 2 I IN fl 8 / RE I M 4 cH ANR AD I; 9 OUTLOT E 3 �� RICE LAKE I n� 10 © 5 / ' IIEGG LAKE I , y 4 1 6 J II r^ / - 2 5 g 1 I , 6 l NOT TO SCALE I ` 8 / — 4 OUTLOT C ,i i , U1 20 7 ' m 5 9 .II.,�fl 19 �' , I " " ' 8 OUTLOT G / m SUMMARY II / 6 � / OUTLOT A ; / � OUTLOT D 18 10 �' uu � i , it' 117 STREET F PHASE 1 30 SINGLE FAMILY 16 TWIN HOMES 5 VILLAS 20 21 22 �/ I PHASE I TOTAL: 51 LOTS — j a ,=_--_____ -------- i / i ' '� !' J% AA FA / 14 16 17 18 19 s _---------- -- == / ; 13 15 23 1 2 PHASE II 53 SINGLE FAMILY ---------------- r 24 TWIN HOMES 12 14 38 VILLAS 11 3 24 2 �'� PHASE II TOTAL: 115 LOTS - 10 121 "l / 39 38 25 3 PHASE 111 27 SINGLE FAMILY �i,llll � -- - '_ — — — — �' 40 � 25 VILLAS I� �;I/°I1 I -- -r _ _ — _ — 8 � � 10 37 4 I 1 OUTLOT B �j;� _--- -�'' /�� / 26 PHASE III TOTAL: 52 LOTS 2 7 �`�j 9 41 _ 8 36 27 5 PHASE IV TOTAL: 100 APARTMENTS 42 35 28 6 ,I, j DEVELOPMENT TOTAL: 218 SINGLE FAMILY LOTS 3 / 6 43 �, 34 29 7 � � /I 100 APARTMENTS / 2 / �,4 5 P OU TLOT H 1Q � �' / n 3 4 44 33 12 30 $ �,' ` `( � NOTE: 3 __ srREEr A- 2 32 9 ,I,' I P` 1 .) PHASING SUBJECT TO CHANGE DUE TO I % P ' 5 1 4 s 31 � ; �I MARKET CONDITIONS U TLOT I 1 1 / `( F I 2.) TOTAL APARTMENTS ARE TO BE 1 2 12 47 c 10 �I DETERMINED AT A LATER DATE. 3 4 __ 2.) TEMPORARY CUL—DE—SACS SHALL BE 5 51 50 49 48 - / ��� INSTALLED AS REQUIRED AT PHASE g ,- -� 13 6 LIMITS / / _ 13 12 I ' 10 2 3 4 III I 12 - - - - - - 1 ; 19 -- I 20 18 17 10 9 7 1fi 13 ,i% OUTLOT G < iVl , I 15 11 8 12 -- / 1 14 OUTLOT G I ❑ ii i i II STREET D 10 I� �� I 0 75 150 300 2 18 II 12 14 16 20 I 9 11 15 17 3 19 (IN FEE-) 1 �, �I ENCHMAR&$--j 8 21 4 2 I 1. Minnesota Department of Transportation / J15 7 22 7 ' Geodetic GSID Station No. 41919 (Name: 1 6 I 430M) — Elev.— 933.90 ft. (NAVD 88) i 5 23 II 2. Minnesota Department of Transportation 6 16 PEARSON MNDT) — Elev.= 934.71 ft. - - L- - - - - - - - --, 7 6 OUTLOT J 24 (NAVD 88) 8 �� � 5 5 I I CALL BEFORE YOU DIG i ,�' 4 25 ' ' 9 f---� OUTLOT G , 3 26 a I W ® , � 11 10 2 u 7 \, Q I � 27 T---�-- r -- -- - -- -- -- -- -- ------------ Know what's below.Call before OU dig. 1 \\ / / 4 r , -� lii,l'1 v �13 // '� /l �\1 \� \\ \I J ��� — 2 I r1 �, II Y 9• 1 v , r', s -3� 1 1y� I � �' I I I I _ �� 1 III1 z ;III �(D The subsurface utility information shown on this plan is utility — — \ \ \ I I I \ r`` Q \ i I 21 II' Ld Quality Level D. This quality level was determined according to \ \ 44 \ \ 9i 22 I 1 9 16 ` " N / I 50 the guidelines of CI ASCE 38-02, entitled "Standard Guideline 43 \ \t ` _ g g / 1 42 \ I I I I 12 I - - - - - 1 0 for the Collection and Depiction of Existing Subsurface Utility \'L I \\ w OI /I 3 I 0 T E SH E 0 E LAKE Data." � v 3890 PHEASANT RIDGE DR NE 1.Revisions:2 /2M/I HOMES O F M I N N EAPO LIS LLC CARLSON SUITE 100 I hereby certify that this plan, specification Print Name: Brian J. Krystofiak, P.E. Drawn: KRO 1. 4/25/22 Revise Layout per City Comments. P 2 ENGINEERING or report was prepared b me or under m 2. 4/27/22 Revise Layout per City Comments. � BLAINE, MN 55449 p p p y y y p y THE SHORES F N E KA LAKE ` SURVEYING TEL 763.489.7900 direct supervision and that I am a duly Signature: //� Designed: B]K 3. 5/4/22 per City Comments. 5354 THE Drive, #100 PHASING PLAN of \` ENVIRONMENTAL FAX 763.489.7959 Licensed Professional Engineer under Hugo, Minnesota M !;CAI N CARLSONMCCAIN.COM the laws of the State of Minnesota Date: 10/21/21 License #: 25063 Date: 10/21/21 St. Louis Park, Minnesota 55416 2 Save Date: 05/04/22 f:\jobs\8861-8880\8869-dell webb-hugo\cad c3d\engineering\preliminary\8869—phasing plan.dwg #8869 . ��, / CITY OF HUGO LANDSCAPE REQ UIREIIIEN75' AWETLA N _ / / SEC. 90-181. — LANDSCAPING. ��/ \ _ / } 32 � / (o) SINGLE—FAMILY HOUSING. ALL YARD AREAS ARE TO BE COVERED WITH AN APPROVED GROUND COVER. TWO OVERSTORY DECIDUOUS SHADE TREES SHALL BE MAINTAINED IN THE FRONT YARD OF EACH HOME / /Y /� \ /x SITE. WHERE FIVE OR MORE TREES ARE PLANTED AS PART OF A DEVELOPMENT, NO MORE THAN 20 //�� i / // �` �/ // / / PERCENT OF THE TREES PLANTED TO MEET THIS REQUIREMENT SHALL BE OF THE SAME SPECIES. -7 �// / / / ! //� / / y ' / °� / / OUTLOT G �I­,/_4, / / / / / ♦ % TREES REQUIRED = 436 (218 UNITS x2) TREES PROVIDED = 524 �x WETLAN, 4i11 w ' I o, I I 1 Ii► / / POND III OUTLOT E / /4 - // J# I III / / / 7/ II II� MH 0� WETLAND r��/// —� , WETLA,I�U III LAKE ONEKA ' II �/ i ►I -- - - 2Q m rv, M / / / OHW = 931 .3 II ��III IIII���� APARTMENT BUILDING APARTMENT BUILDING I IIII / OUTO'A Gj OUTLOT D III I Iili l II III I T / , j�" POND �� //// /1 / / / .• STR E F // TL �T NT BUILDING /C / 9`3� \ ` APARTMENT BUILDING RTME / / / !c•� F /// T TH 159 STREET N STREET AA APARTMENT BUILDING � OUTLOT G / \ ~ / 1'I 9 t,� ��� / 928.4 / 1�cvl 61 � w) 1 / 3 I 1 `� 5 - I �,IIIII � � ► PON II fIIIIII _ OUTL II 11 � � / _ � �� � /•/ � ,/ i / IIIIII II g ng= OUTLOT D SHEET L2 > — LANDSCAPE PLAN NOTES 71 � II x x 28.92 � � / i i/ / / / � / � � ,,C / � / / r .� // / / vl 81 / / Q ' / / A°i i / / _ / // / / / 1. EXISTING CONDITIONS. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO BIDDING AND CONSTRUCTION II 3 I SHEET L3 // �"l ` / /,y , 4 / /� /k o / / / / / / // / START. ANY DISCREPANCIES FOUND THAT AFFECT THE WORK SHALL BE REPORTED TO THE OWNER/LANDSCAPE /// / / / c� I �� , <5 / / - P0 � / � / ARCHITECT FOR CLARIFICATION PRIOR TO BIDDING OR APPROVING ANY ADDITIONAL WORK REQUIRED. LI / a /° /3 OUTLOT H / / / / ' / / / / / 0 / 2. UTILITY LOCATES. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND VERIFYING ALL PUBLIC AND 4.1, / / / / / / / / / / // / PRIVATE UTILITIES INCLUDING IRRIGATION LINES AT LEAST 48 HOURS BEFORE EXCAVATING OR IN � � � � WET �N �j II ACCORDANCE WITH STATE LAW. IN MINNESOTA, CALL GOPHER STATE ONE—CALL AT 651-454-0002 FOR FIELD LOCATION OF PUBLIC UNDERGROUND UTILITY LINES. ALL LOCATES AND ITEMS NOTED AS 'FIELD VERIFY' ON THE PLANS SHALL BE VERIFIED BY THE CONTRACTOR AT THEIR EXPENSE. m / ' S g3< ` / /// // FFT / / � � � / / � y� 1 � � 3. PERMITS. CONTRACTOR SHALL VERIFY WITH THE OWNER/LANDSCAPE ARCHITECT THAT THE REQUIRED PERMITS Cl) Gi g ° HAVE BEEN OBTAINED PRIOR TO CONSTRUCTION START. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING o ' ' / / /� / /// / / ��,� o �/ �t / s / g}5 � e, // a I I WITH ALL APPLICABLE CODES, REGULATIONS, AND PERMITS GOVERNING THE WORK. I 1 / / �� 4. EXISTING ITEMS TO REMAIN. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING PAVEMENT, STRUCTURES, UTILITIES, TREES, SITE AMENITIES, ETC. THAT ARE TO REMAIN FROM DAMAGE DURING OUTLOT / / ` / �/ I I CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING ANY DAMAGE (AT CONTRACTOR'S EXPENSE) TO EXISTING ITEMS TO REMAIN. sTREE SHEET L2 I 5. CONSTRUCTION STAGING AND ACCESS. CONTRACTOR SHALL VERIFY THE LOCATION FOR CONSTRUCTION STAGING ' � 1 / / /W /� si /� / � WETLAND I I AND SITE ACCESS WITH THE OWNER/LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION START. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING PEDESTRIAN AND VEHICLE ACCESS WITHIN AND ADJACENT TO THE I— / f �35� 36 // OUTLOT I' �-. � SITE THROUGHOUT THE CONSTRUCTION PERIOD UNLESS OTHERWISE NOTED. LONG—TERM STORAGE OF 13 ,� 93 s ' I MATERIALS OR SUPPLIES ON—SITE WILL NOT BE PERMITTED. ALL WASTE AND/OR UNUSED MATERIAL SHALL BE PROMPTLY REMOVED FROM THE SITE. , -- ,�� /•/ / / / // 1;1 � � ► I SHEET L3 P1I / g / I 6. SITE REMOVALS. REFER TO CIVIL PLANS FOR GENERAL SITE REMOVALS. ALL ITEMS NOTED TO BE REMOVED j � / /�i � ,� / / i` T�!9/ erg//� � � � � � 1� I s SHALL BE COMPLETED BY THE CONTRACTOR AND IMMEDIATELY DISPOSED OF OFF—SITE, IN ACCORDANCE WITH 1/4 �3 1` > / B3 p/ / LOCAL REGULATIONS, UNLESS OTHERWISE NOTED. COORDINATE WITH OWNER/LANDSCAPE ARCHITECT FOR ANY / ITEMS NOTED AS 'REMOVED BY OTHERS' OR 'REMOVE AND SALVAGE.' /; /1// WETLAND i� 7. UTILITY COORDINATION. REFER TO CIVIL PLAN SHEETS FOR INFORMATION RELATED TO PROPOSED UTILITIES.' ��II I I ° �/ / / / / / / TREET D / OUTLOT ISI 11 I COORDINATE WITH ELECTRICAL CONTRACTORS FOR SITE ELECTRICAL WORK AND SITE LIGHTING.� 8. CONSTRUCTION STAKING. UNLESS OTHERWISE NOTED, CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING 14 CONTROL POINTS AND ALL CONSTRUCTION FIELD STAKING DURING THE COURSE OF THE PROJECT. 9. DIMENSIONS. DIMENSIONS TAKE PRECEDENCE OVER SCALE. DIMENSIONS ARE TO FACE OF CURB, EDGE OF PAVEMENT WALKWAY OR OUTSIDE FACE OF BUILDING UNLESS OTHERWISE NOTED. 10. PLAN QUANTITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL MATERIAL QUANTITIES PER PLAN. MATERIAL SCHEDULES ARE PROVIDED SOLELY FOR CONTRACTOR'S CONVENIENCE. 11. REFERENCE SPECIFICATIONS. THE FOLLOWING SPECIFICATIONS SHALL GOVERN THIS PROJECT ACCORDING TO THE bk / / /7 / / / / / / // // ) I FOLLOWING ORDER: ` ;3 / I I 1. ADDENDA, WITH THOSE OF A LATER DATE HAVING PRECEDENCE OVER THOSE OF AN EARLIER DATE. 2. LANDSCAPE SPECIFICATIONS. N / r 3. PLAN DRAWINGS. WE TLA I V D i ► 4. PLANT / MATERIAL SCHEDULES. POND �, // 5. CITY STANDARD SPECIFICATIONS AND DETAILS. Q \� �, LAKE ON EKA OUTLOT � � I j 6. MnDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION, LATEST EDITION. — OUTLOT J OH — 931 .3 WETLAND /1/p. / / " / N j�2 I I CALL BEFORE YOU DIG -- I - - — — — — — — — — — — — — — — —r--= - - - I — — L — — — — � o e vaa x olie xohe y—� ohe x x x x x x�� • — ti� carnrn — \ --�_ O E -93 - W vy 1 I j 23 /I /� Q� IIII O �_ �, \2 1 �9 ( � 1 1 o V I�IZP I Know what's b@SOW. 44 �< a I P G N D l 0 3 Call before you dig. \ 43 \ ONEK w 3 IS OW E IRC LL L D PE P LA T The subsurface utility information shown on this plan is utility 11\tll 0 75 150 300 Quality Level D. This quality level was determined according to the guidelines of Cl/ASCE 38-02, entitled "Standard Guideline for the Collection and Depiction of Existing Subsurface Utility 1 (IN FEET) Data." 3890 PHEASANT RIDGE DR NE Revisions: I herebycertify that this Ian specification Print Name: Ran J. Rutt er RLA Drawn: RJR 1. 2/25/22 Revise Layout per City Comments. L 1 ENGINEERING SUITE100 y p p y 9 y p y M I HOMES OF MINNEAPOLIS LLC PRELIMINARY CARLSON BLAINE MN 55449 or report was prepared by me or under my 2. 4/27/22 Revise Layout per City Comments. THE SHORES OF O N E KA LAKE SURVEYING direct supervision and that I am a duly Signature: Designed: RJR of TEL763.489.7900 p y 5354 Parkdale Drive #100 M CA I N ENVIRONMENTAL FAX 763.489.7959 Licensed Landscape Architect under Hugo, Minnesota LANDSCAPE PLAN CARLSONMCCAIN.COM the laws of the State of Minnesota Date: 10/21/21 License #: 56346 Date: 10/21/21 5t. Louis Park, Minnesota 55416V 4 Save Date: 04 27 22 f:\jobs\8861-8880\8869-del I webb-hugo\cad c3d\landscape\8869_landscape-old.dwg #8869 TREES CODE COMMON NAME CONIFEROUS TREES CODE COMMON NAME I ��/ . /00, / RM Northwood Red Maple ,r,,,W,f, WP White Pine 2 e WETLAND Cam FM Si REES CODE COMMON NAME / // / �� // / / • SB Autumn Brilliance Serviceberr Y 1 a / OUTLOT G � I RB iver Birch Multi-Trunk /G / PD Golden Shadows Pagoda Dogwood /� / /// r /t / / — I— x ��/ / / / = s / / / / W� LANDS / / / /• / / / / / �i / / r / r / / _ x D x / W /4 // r/ // • CA Prairifire Crabapple � � / / / / �// /// / / / o/ / / // /• HL Northern Acclaim Thornless Honey Lo GROUND COVERS TI MnDOTSeedMix25151 -------I—I—I / KC Kentucky Coffeetree �I�I�I�I�I�I�I�I�I�I G I— y TII MnDOT Seed Mix 33-261 41 / / / / ° O SwampWhite I II 11 / /. TIII MnDOT Seed Mix 32-241 li RO Red Oak / I TIV MnDOT Seed Mix 35-241 ,, ,, ,, // POND I BL Boulevard Linden �, OUTLOT E 1 e � I o 9292 AE American El Off, � /, WETLAND //7 ' / N , LAKE ONEKA 1 """ � - --- - - /� �'/ / / �tip// / / � �r / / /¢/�/ / WETLAND IAPARTMENT BUILDING s ✓ , , , II II III APARTMENT BUILDING II I / r /// /// / /� / /iX/ /• // / / / i / / /// 0 1 RR �I II III � II 11 I UT �T A II / II� / / OUTLOT D / / POND / % l APARTMENT BUILDING �RTMENT BUILDING cl 5 � 1 STREET AA w — — - - - /� :•• � �1/� �� s � APARTMENT BUI NG GU TLOT G 1 �/ � — / �, �' / h / / uu- 9z w 9284 \ W / / ti rr / ,i� / n / / � i/ / / r // / / / / / /4� ✓ /� / / �1 �I I VI 61N 0 U TL T B / �} m / 930— � � �' // a_ h / POND OUTLOT D / / / r _ SHEET L3 81N P� POND / /// / / �/ / // / ✓ � I � / / � � �/ /, / / • / I � // / / // / / � ' /�-/ _ I � WETLAND � I j, / ii��// JI O � �/ /�// •'�, "' � ,�,��, gab Gi ,G � prw / //// ® ® /// / 1� �h � g/ / / �// / / / I V Q 1 O / / / �, — � ///// / // / i // / may>,s /• / 3szY /// / / / / / __ // // / / � I x i/��� '/ / / / / / •/G 4 . G / / /�i/ / / 1 1711YI 934 I I WETLAND I W TL 3a G 93 G o- /c // r a' ion / � �, 13 OUTLOT G //// /// / / ///r / / /// ;/�� / / / � - /, / � , ,- , _ SHEET L3 I _ I / PLAN 0 50 100 200 ( F� LANDSCAPE PLt11�1 � NORTH �2 (IN FEET) 3890 PHEASANT RIDGE DR NE Revisions: I herebycertify that this Ian specification Print Name: Ran J. Rutt er RLA Drawn: RJR 1. 2/25/22 Revise Layout per City Comments. L2 ENGINEERING SUITE100 y p � p y 9 y p y M I HOMES OF MINNEAPOLIS LLC PRELIMINARY CARLSON BLAINE MN 55449 or report was prepared by me or under my 2. 4/27/22 Revise Layout per City Comments. THE SHORES OF O N E KA LAKE SURVEYING direct supervision and that I am a dui Signature: Designed: RJR of TEL763.489.7900 p y 5354 Parkdale Drive #100 M c CA I N ENVIRONMENTAL FAX 763.489.7959 Licensed Landscape Architect under Hugo, Minnesota LANDSCAPE PLAN 4 CARLSONMCCAIN.COM the laws of the State of Minnesota Date: 10/21/21 License #: 56346 Date: 10/21/21 St. Louis Park, Minnesota 55416 Save Date: 04 27 22 f:\jobs\8861-8880\8869-del I webb-hugo\cad c3d\landscape\8869_landscape-old.dwg #8869 LOPMENT F _ / / / // TREES CODE COMMON NAME RM Northwood Red Maple p i-- ------ - --------------- ----�� s3 � � APARTMENT BUILDING � z:";/777 IV / aEN sass V /�" // / / / ;�/ / / s zo / \" /// /�/� / // /// / / / / / // / //// ///// /// / / // / / / FM Sienna Glen Maple 60146 p CVI 61N - - ®0.6 ® V O \ _ ®�� _ / / g / // /��. / / �// / / ///// / // / / / / // / // / // / � I ✓ / RB RiverBirchMulti-Trunk —928\ " SHEETL2 92g- � _ _ _ � �/ I' // //� // �/ ��// /// •/ � / / //// / / i /�/ / /// / / / / '� " // / / I � HB CommonHackberry HL Northern Acclaim Thornless Honey Lo L 6 142 / ® ® oo / / /�.� KC Kentucky Coffeetree 1 8IN i ✓ 0 0 / / / // �✓/ / / / /// / . 5°I� , // / / / 934.s ;/ / / / /// ���; / {' //�/ // / POND //// / / : / \// / // / ✓ �, � :.,. WETLAND wo swamp white oak 0 0 3� ♦ / / OUTLOT H RO Red Oak a I 0 dv /y --- ♦ / / \ // / / / ST — s / � / / BIdle oulevard Linden A / / "Oj �' � 934 / /� / / //i / /// / / / / — /• / _ 7 e a 0 00 / / �/� / / _ / / / / / / / / ci •/ / // // / // / / / s36 °� / r // AE American Elm CONIFEROUS TREES CODE COMMON NAME � c OU TLOT I _ I WP White Pine LET z 3 M - fs� -- ORNAMENTAL TREES CODE COMMON NAME p � WETLAND ---_� SB Autumn Brilliance Serviceberry 13 2 OU TLOT G �® I : SHEET L2 ♦ � � 1 ' 0 o /1/4/ � / `%✓ / / / / �� CA Prairifire Crabapple �� WETLAND !� , .�/ — � � OUTLOT G GROUND COVERS CODE COMMON NAME I I °re / / / / / / // / /, TREET D _ s I I' / % TI MnDOT Seed MIX 25-151 I � � I / / / // / 9/1/ � � /// / g n •/ ��--® / 1 III —— \ � / I // , / I/ // / / /� ` / / / / / /� / J�/ L/9 4.6 / / .�93 � //� /� / / / /e"Y.• � �� NwL 928' 9" �'�k `� /� II ---------- / I TII MnDOT Seed Mix 33-261 Iy/� / // / / �' �/ / / / / • // / / / // / / / /// 934 % / / / / / � / // / / \ 926 �I \ TIII MnDOI' Seed Mix 32-241 J � / / 92 // / / >hc / // . � ( / / / • ` / / / / / / / / //// // / / "6 932 � \ 1 / / / / // / / / /// / / / TIV MnDOT Seed Mix 35-241 10. WETLAND 1 ' POND LAKE ONEKA / OUTLOT OHW = 931 .3 6EN0 NW I , III 926 1 / �✓ / / /// - y__ - _ _ _ / / _ - - gg6 930 , ' — x ® ® ® u¢ — x I u, oh ° P —��N� ° e o e o o e o e o e o e o e o e o e o e o e o e o o e o e e o e ohe oh ohe oE e 6 � ohe x ohe x ohe ohe ohe x x x x ° —\a�rn a —0�� ——— g34V � -93 - ��z ��� /� �� I 2 \ 11 w f re p ^ ` I ONE 2 \ w II110) I o2\ /° � O O � � I I Aj 45 � � �'II p 1 � 17\ I � 11 �DS �-I I I j C2) \ I23 >< I 0\ < 5 I 1 0 > � ND — a \ 43 \ 1 \2 0NEK I w N \ / /� I I 3 c� AGO (T) PLAN SOUTH 0 50 100 200 LANDSCAPE PLtll�l � (IN FEET) 3890 PHEASANT RIDGE DR NE Revisions: I SUITE 100 I hereby certify that this plan, specification Print Name: Ryan J. Ruttger, RLA Drawn: RJR 1. 2/25/22 Revise Layout per City Comments. M/I HOMES OF M I N N EAPO LIS LLC L3 CARLSON ENGINEERING BLAINE MN 55449 or report was prepared by me or under my 2. 4/27/22 Revise Layout per City Comments. THE SHORES OF O N E KA LAKE PRELIMINARY SURVEYING direct supervision and that I am a duly Signature: Designed: RJR of TEL763.489.7900 p y 5354 Parkdale Drive #100 M c CA I N ENVIRONMENTAL FAX 763.489.7959 Licensed Landscape Architect under Hugo, Minnesota LANDSCAPE PLAN 4 CARLSONMCCAIN.COM the laws of the State of Minnesota Date: 10/21/21 License #: 56346 Date: 10/21/21 5t. Louis Park, Minnesota 55416V Save Date: 04 27 22 f:\jobs\8861-8880\8869-dell webb-hugo\cad c3d\landscape\8869_landscape-old.dwg #8869 PLANT 5C;HF=[:)ULF= TREES CODE QTY BOTANICAL NAME COMMON NAME SIZE CONTAINER RM 70 Acer rubrum 'Northwood' Northwood Red Maple 2.5" Cal. B&B FM 42 Acer x freemanii 'Sienna' Sienna Glen Maple 2.5" Cal. B&B RB 21 Betula nigra River Birch Multi-Trunk 8' Ht. B&B Clump Form, 2.5" Cal Equivalent HB 49 Celtis occidentalis Common Hackberry 2.5" Cal. B&B HL 53 Gleditsia triacanthos inermis 'Harve' Northern Acclaim Thornless Honey Locust 2.5" Cal. B&B 0 KC 57 Gymnocladus dioica 'Espresso' Kentucky Coffeetree 2.5" Cal. B&B LANDSCAPE SPECIFICATIONS 1. TREE PROTECTION. ALL TREES NOT SPECIFICALLY NOTED OR MARKED ON SITE FOR REMOVAL SHALL REMAIN PROTECTED AND WO 50 Quercus bicolor Swamp White Oak 2.5" Cal. B&B UNDISTURBED DURING CONSTRUCTION. TREE PROTECTION SHALL EXTEND TO THE DRIP LINE, WITHIN WHICH NO CONSTRUCTION ACTIVITY, MATERIAL STORAGE, OR VEHICLE PARKING SHALL BE PERMITTED. TREE PROTECTION FENCING SHALL BE ERECTED PRIOR TO CONSTRUCTION START PER PLANS OR AS DIRECTED BY OWNER/LANDSCAPE ARCHITECT AND SHALL CONSIST OF 4' TALL HEAVY DUTY ORANGE CONSTRUCTION FENCING WITH 6' STEEL FENCE POSTS SPACED 6' O.C. MAX. RO 5 Quercus rubra Red Oak 2.5" Cal. B&B 2. EROSION CONTROL. REFER TO CIVIL PLAN SHEETS FOR STORMWATER POLLUTION PREVENTION PLAN (SWPPP), AND TEMPORARY AND PERMANENT STORMWATER BMPS, INCLUDING SILT FENCE, BIO-ROLLS, INLET PROTECTION, EROSION CONTROL BLANKETING, DUST CONTROL, SWEEPING AND ROCK CONSTRUCTION ENTRANCE. ALL DISTURBED AREAS SHALL RECEIVE PERMANENT STABILIZATION IN ACCORDANCE WITH THE LANDSCAPE PLAN WITHIN 7 DAYS AFTER CONSTRUCTION ACTIVITY IN THE DISTURBED AREA HAS CEASED. IN THE EVENT PERMANENT STABILIZATION CANNOT BE IMPLEMENTED WITHIN 7 DAYS, TEMPORARY BL 73 Tilia americana 'Boulevard' Boulevard Linden 2.5" Cal. B&B STABILIZATION BMPS MUST BE IMPLEMENTED WITHIN 7 DAYS USING. 3. CLEARING AND GRUBBING. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING AND GRUBBING ALL AREAS INDICATED AS BEING DISTURBED OR OTHERWISE SHOWN ON PLANS. CLEARING AND GRUBBING SHALL INCLUDE REMOVAL AND DISPOSAL OF ALL TREES, STUMPS, BRUSH, GRASS, ROOTS AND OTHER ORGANIC MATERIAL AT AN APPROVED OFF-SITE DISPOSAL LOCATION. AE 41 Ulmus americana 'Princeton' American Elm 2.5" Cal. B&B 4. SOIL PREPARATION. REFER TO GEOTECHNICAL REPORT FOR ANY REQUIRED SOIL CORRECTIONS, AMENDMENTS OR ADDITIONAL INFORMATION (IF APPLICABLE). EXISTING TOPSOIL SHALL BE STRIPPED FROM ALL DISTURBED AREAS AND STOCKPILED IN AN APPROVED LOCATION FOR RE-SPREAD. ALL AREAS WHERE SOIL HAS BEEN COMPACTED BY CONSTRUCTION ACTIVITY AND THAT ARE INDICATED TO BE SODDED, SEEDED OR PLANTING BED SHALL BE DE-COMPACTED TO A MINIMUM DEPTH OF 12 INCHES BY CONIFEROUS TREES CODE QTY BOTANICAL NAME COMMON NAME SIZE CONTAINER SOIL RIPPING, TILLING OR OTHER APPROVED SOIL LOOSENING METHOD. WP 52 Pinus strobus White Pine 6' Ht. B&B 5. TOPSOIL MATERIAL. ALL EXISTING, AMENDED OR IMPORTED TOPSOIL SHALL MEET THE REQUIREMENTS OF MNDOT TOPSOIL TYPE A. A MINIMUM 4 INCH DEPTH OF TOPSOIL SHALL BE PLACED ON ALL AREAS TO BE SODDED OR SEEDED. A MINIMUM 12 INCH DEPTH 3 r OF TOPSOIL SHALL BE PLACED WITHIN ALL PLANTING BED AREAS. ALL TOPSOIL SHALL BE FINE GRADED, RAKED AND DRAGGED TO PROVIDE A SMOOTH, UNIFORM SURFACE. TOPSOIL GRADES SHALL BE WITHIN .1 FEET OF INDICATED FINISHED GRADE AND SHALL BE TRUE TO GRADIENTS SHOWN ON PLANS. REFER TO CIVIL PLAN SHEETS FOR FILTRATION BASIN SOIL REQUIREMENTS. ORNAMENTAL TREES CODE QTY BOTANICAL NAME COMMON NAME SIZE CONTAINER 6. SEEDING AND TURF ESTABLISHMENT. CONTRACTOR SHALL OBTAIN OWNER/LANDSCAPE ARCHITECT'S APPROVAL OF FINAL GRADES SB 6 Amelanchier x grandiflora Autumn Brilliance' Autumn Brilliance Serviceberry 7' Ht. B&B AND TOPSOIL PREP PRIOR TO SEEDING. APPLY 12-12-12 GRANULAR STARTER FERTILIZER AT A RATE OF 250 LBS PER ACRE Clump Form, Red Fall Color, 1.5" Cal PRIOR TO SEEDING.. SEEDS SHALL BE SOWED IN 2 PERPENDICULAR PASSES, EACH PASS AT ONE-HALF THE INDICATED RATE, VIA Equivalent BROADCAST SPREADER, DROP SEEDER OR DRILL SEEDER. FOLLOWING SEED APPLICATION, INSTALL TYPE 3N EROSION CONTROL q BLANKET ON ALL SLOPES GREATER THAN 4:1. IN ALL OTHER AREAS, APPLY HYDROMULCH COVER (MUST BE A SEPARATE OPERATION FROM SEEDING) AT A TARGETED DRY WEIGHT RATE OF 3500 LBS PER ACRE. SOIL SHALL BE KEPT MOIST DURING PD 3 Corpus alternifolia 'Wstackman' Golden Shadows Pagoda Dogwood 1.5" Cal. B&B ESTABLISHMENT WITH ADDITIONAL RE-SEEDING AS NECESSARY TO ACHIEVE A HEALTHY, UNIFORM STAND OF GRASS, FREE OF Pale Yellow Flowers, Maroon Fall Color WEEDS AND WITH COVERAGE EXCEEDING 75% IN ANY 10'x10' AREA PRIOR TO FINAL ACCEPTANCE. 7. SODDING. CONTRACTOR SHALL OBTAIN OWNER/LANDSCAPE ARCHITECT'S APPROVAL OF FINAL GRADES AND TOPSOIL PREP PRIOR TO SODDING. APPLY 12-12-12 GRANULAR STARTER FERTILIZER AT A RATE OF 250 LBS PER ACRE PRIOR TO SODDING AND ROLL CA 2 Malus x 'Prairifire' Prairifire Crabapple 1.5" Cal. B&B TOPSOIL TO CREATE A UNIFORM SURFACE FOR LAYING SOD. SOD SHALL NOT BE CUT MORE THAN 24-HOURS IN ADVANCE OF Red Flowers INSTALLATION. CONTRACTOR SHALL KEEP SOD MOIST FOR A MINIMUM OF 30 DAYS AND SHALL BE RESPONSIBLE FOR MAINTAINING THE SOD UNTIL FINAL ACCEPTANCE. 8. PLANT MATERIAL. ALL PLANTING STOCK SHALL CONFORM TO THE "AMERICAN STANDARD FOR NURSERY STOCK," ANSI-Z60, GROUND COVERS CODE QTY BOTANICAL NAME COMMON NAME SIZE CONTAINER LATEST EDITION, OF THE AMERICAN ASSOCIATION OF NURSERYMEN, INC. AND SHALL CONSTITUTE MINIMUM QUALITY REQUIREMENTS FOR PLANT MATERIALS. OWNER/LANDSCAPE ARCHITECT RESERVE THE RIGHT TO REJECT ANY PLANTS WHICH ARE DEEMED TI 244,659 sf Type I -Turf Seed Mix MnDOT Seed Mix 25-151 seed UNSATISFACTORY BEFORE, DURING, OR AFTER INSTALLATION. NO SUBSTITUTION OF PLANT MATERIAL SHALL BE ACCEPTED UNLESS Refer to notes for acceptable seeding APPROVED IN WRITING BY THE OWNER/LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. methods 9. PLANT MATERIAL SUBSTITUTIONS. ALL REQUESTS FOR PLANT SUBSTITUTIONS SHALL BE MADE IN WRITING TO THE I I Seeding Rate 180 Ib/ac OWNER/LANDSCAPE ARCHITECT AND MUST BE APPROVED BY THE CITY. TII 282,149 sf Type II - Stormwater Seed Mix MnDOT Seed Mix 33-261 seed 10. PLANT INSTALLATION AND ESTABLISHMENT. REFER TO STANDARD PLANTING DETAILS. CONTRACTOR SHALL STAKE TREE LOCATIONS Refer to notes for acceptable seeding FOR APPROVAL BY OWNER/LANDSCAPE ARCHITECT PRIOR TO PLANTING. ANY PLANT MATERIAL WHICH DIES, TURNS BROWN, OR Bob" methods. Seeding Rate 52.0 Ib/ac DEFOLIATES (PRIOR TO TOTAL ACCEPTANCE OF THE WORK) SHALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH , , TIII 1,851,518 sf Type III - Native Construction Seed Mix MnDOT Seed Mix 32-241 seed MATERIAL OF THE SAME SPECIES, QUANTITY, AND SIZE. ' Refer to notes for acceptable seeding 11. MULCH MATERIAL. DOUBLE SHREDDED HARDWOOD MULCH OR ROCK MULCH AS INDICATED ON PLANS. ALL MULCH SHALL BE ' methods. Seeding Rate 57.0 Ib/ac CLEAN AND FREE OF NOXIOUS WEEDS, SOIL, OR OTHER DELETERIOUS MATERIAL, AND SHALL BE INSTALLED OVER A NON-WOVEN TIV 482,160 sf Type IV- Buffer Seed Mix MnDOT Seed Mix 35-241 seed GEOTEXTILE FABRIC (INCIDENTAL) OR OTHER APPROVED WEED BARRIER TO A MINIMUM SETTLED DEPTH OF 4". MULCH SHALL BE seeding o no Refer to for acceptable HELD BACK FROM PLANT STEMS/TRUNKS A MINIMUM OF 3". WOOD MULCH SHALL BE PLACED AROUND INDIVIDUAL TREES TO A 4' p g MINIMUM DIAMETER. MULCH SHALL BE INSTALLED WITHIN 48-HOURS OF PLANT INSTALLATION. methods. Seeding Rate 55.0 Ib/ac 12. LANDSCAPE EDGING. INSTALL LANDSCAPE EDGING BETWEEN ALL MULCH AREAS AND TURF. EDGING SHALL BE COMMERCIAL GRADE BLACK POLYETHYLENE OR VINYL EDGING, 0.1 INCH THICK BY 5 INCHES DEEP, V-LIPPED BOTTOM, HORIZONTALLY GROOVED, 1-INCH ROUND TOP, EXTRUDED IN STANDARD LENGTHS, WITH 9-INCH STEEL ANGLE STAKES. 13. IRRIGATION. DESIGN, FURNISH AND INSTALL A COMPLETE UNDERGROUND IRRIGATION SYSTEM FROM APPROVED POINT(S)-OF-CONNECTION WITHIN THE SITE COVERING ALL TURF AND PLANTING AREAS AS SHOWN ON THE LANDSCAPE PLAN. INCLUDES FLOW/PRESSURE TESTING, PLANS WITH DESIGN CALCULATIONS, AS-BUILT DRAWINGS, LABOR, MATERIALS, EQUIPMENT, AND SERVICES FOR THE TESTING, ADJUSTING, RETESTING AND READJUSTING AS REQUIRED TO PLACE THE SYSTEM IN AN APPROVED OPERATING CONDITION. THE IRRIGATION SYSTEM SHALL INCLUDE THE DESIGN AND INSTALLATION OF THE FOLLOWING: PIPING, METER AND BACKFLOW ASSEMBLIES, SPRINKLER HEADS, CABINETS, VALVES AND VALVE BOXES, CONTROLLERS, CONTROL WIRING, FITTINGS, ELECTRICAL CONNECTIONS, QUICK-COUPLERS, ALL OTHER NECESSARY ACCESSORIES, SYSTEM MANUALS, 1-YEAR MAINTENANCE PERIOD INCLUDING 1 FALL WINTERIZATION AND 1 SPRING START-UP. IRRIGATION PLANS TO BE PREPARED BY A QUALIFIED IRRIGATION DESIGNER AND SUBMITTED TO OWNER/LANDSCAPE ARCHITECT FOR APPROVAL. 14. MAINTENANCE. MAINTENANCE SHALL BEGIN IMMEDIATELY AFTER EACH PORTION OF THE WORK IS IN PLACE. PLANT MATERIAL SHALL BE PROTECTED AND MAINTAINED UNTIL THE INSTALLATION OF THE PLANTS IS COMPLETE, INSPECTION HAS BEEN MADE, AND PLANTINGS ARE ACCEPTED EXCLUSIVE OF THE GUARANTEE. MAINTENANCE SHALL INCLUDE MOWING, TRIMMING, WATERING, I. SCARIFY BOTTOM AND SIDES OF HOLE FERTILIZING, WEED AND PESTICIDE CONTROL, MULCHING, REMOVAL OF DEAD MATERIALS, RE-SETTING PLANTS TO PROPER GRADE PRIOR TO PLANTING NOTE GUY ASSEMBLY OPTIONAL BUT a CONTRACTOR ASSUMES FULL AND KEEPING PLANTS IN A PLUMB POSITION. AFTER ACCEPTANCE, THE OWNER SHALL ASSUME MAINTENANCE RESPONSIBILITIES, 2. TRIM OUT DEAD WOOD AND WEAK AND/OR RESPONSIBILITY FOR MAINTAINING TREE HOWEVER, THE CONTRACTOR SHALL RETAIN RESPONSIBILITY FOR ALL PLANT MATERIAL THROUGH THE COMPLETION OF THE \ IN A PLUMB POSITION FOR THE WARRANTY PERIOD. DEFORMED TWIGS. DO NOT GUT A LEADER. DO NOT PAINT GUTS. DURATION OF THE GUARANTEE PERIOD 15. WATERING. UPON ESTABLISHMENT OF SEED AND INSTALLATION OF PLANTS, CONTRACTOR SHALL MAINTAIN A WATERING SCHEDULE PLAN 3. SET PLANT ON UNDISTURBED NATIVE SOIL GUY ASSEMBLY- I&` WHICH WILL THOROUGHLY WATER ALL PLANTS AND TURF AREAS A MINIMUM OF ONCE A WEEK. MORE FREQUENT WATERING MAY OR THOROUGHLY COMPACTED BAGKFILL SOIL. POLYPROPYLENE OR POLYETHYLENE BE REQUIRED DURING PERIODS OF HOT, DRY WEATHER. CONTRACTOR SHALL MAKE THE NECESSARY ARRANGEMENTS FOR WATER. INSTALL PLANT SO THE ROOT FLARE IS AT OR (40 MIL)1-112" WIDE STRAP(TYP) IN THE ABSENCE OF PERMANENT IRRIGATION, TEMPORARY IRRIGATION, TREE WATERING BAGS, OR HAND-WATERING ARE 5 2-PLY NYLON STRAPS UP TO 2 ABOVE THE FINISHED GRADE. DOUBLE STRAND 10 GA. WIRE,ROLLED STEEL POSTS(MNDOT 34 3401) ACCEPTABLE. 4. PLACE PLANT IN PLANTING HOLE WITH (4 lea,O.G. (SEE STAKING DIAGRAM) DOUBLE STRAND 12 GAUGE WIRE BURLAP AND WIRE BASKET, (IF USED), INTACT. 16. NATIVE PLANT ESTABLISHMENT. THIS PROJECT INCLUDES ONE OR MORE NATIVE PLANT SEED MIXES CONSISTING OF A VARIETY OF PAINTED FLUORESCENT ORANGE BAGKFILL WITHIN APPROXIMATELY 12" OF THE COORDINATE GRASSES, SEDGES AND FLOWERING FORBS. BECAUSE THESE PLANTS TYPICALLY HAVE A LONGER GERMINATION PERIOD, A COVER TOP OF ROOTBALL, WATER PLANT. REMOVE STAKING TO INSURE CROP SPECIES IS REQUIRED TO PROVIDE TEMPORARY COVER AND STABILIZATION. MAINTENANCE OF THESE SEEDED AREAS IS WHITE FLAGGING (TYP.) TOP I/3 2 12 UNIFORM CRITICAL DURING THE FIRST SEVERAL YEARS TO ESTABLISH A SUCCESSFUL NATIVE PLANT COMMUNITY. SEEDED AREAS SHALL BE �4� TREE WRAP OF THE BASKET HORIZONTAL RINGS, THE TOP TWO ORIENTATION OF GUY WHICHEVER IS GREATELE, 12 LINES AND STAKES MOWED / WEED-WHIPPED TO A HEIGHT OF 6-10 INCHES IN MID-JULY AND EARLY SEPTEMBER DURING THE FIRST 2-3 YEARS REMOVE ALL BURLAP AND NAILS FROM TOP Ly OF ESTABLISHMENT. IN ADDITION, ALL NON-NATIVE SPECIES WEEDS SHALL BE SPOT SPRAYED NO LESS THAN 3 TIMES A YEAR 4 INCHES HARDWOOD MULCH /3 OF THE BALL. REMOVE ALL TWINE. / �� 4 INCH DEEP SAUCER =_ STAKING DIAGRAM WITH HERBICIDE BY A LICENSED APPLICATOR. RE-SEEDING AS NECESSARY SHALL OCCUR IN MAY. A NATIVE PLANT COMMUNITY .. 12 - 5. PLUMB AND BAGKFILL WITH SHALL BE CONSIDERED SUCCESSFULLY ESTABLISHED NO SOONER THAT 3 YEARS AFTER INITIAL SEEDING - ONCE THE COVER Z 8 STEEL TEE POST- BAGKFILL SOIL. GUT WIRE WITH WEBBING CROP HAS BEEN SUFFICIENTLY REPLACED BY NATIVE PLANTS AND THE AREA IS FREE OF ALL NON-NATIVE AND INVASIVE 3 REQUIRED AT 120 6. WATER TO SETTLE PLANTS AND FILL .� FLAGGING- ONE PER WIRE SPECIES. AT THIS TIME, MAINTENANCE CAN BE REDUCED TO MOWING / WEED-WHIPPING TO A HEIGHT OF 6-10 INCHES ONCE A BAGKFILL MIX VOIDS. 4'-r,' SHREDDED BARK CIAYEAR IN EARLY SEPTEMBER AND SPOT SPRAYING OF HERBACIDE ONLY AS NEEDED. UNDISTURBED SUBSOIL 1. WATER WITHIN TWO HOURS OF _ �exISTING GRADE INSTALLATION. WATERING MUST BE ,k._ 17. FINAL ACCEPTANCE. UPON SUBSTANTIAL COMPLETION OF THE WORK, CONTRACTOR SHALL REQUEST FINAL ACCEPTANCE OF THE SUFFICIENT TO THOROUGHLY SATURATE : ® MINIMUM 1/2 WIDTH OF ROOT BALL REMOVE BURLAP ; ROPE ROOT BALL AND PLANTING HOLE. =III WORK IN WRITING BY THE OWNER/LANDSCAPE ARCHITECT. IF ANY WORK IS FOUND TO BE INCOMPLETE OR UNSATISFACTORY IN FROM TOP 1/3 OF THE BALL 8. PLACE MULCH WITHIN 48 HOURS OF I PLANTING SOIL MIXTURE (SEE SPEC.) � IIIIIIIIIII IIIIIIII�II I�IIIII�IIIIII THE OPINION OF THE OWNER/LANDSCAPE ARCHITECT, A WRITTEN PUNCH LIST WILL BE PREPARED LISTING ALL ITEMS THAT THE SECOND WATERING UNLESS SOIL ��UNDISTURBED OR STABILIZED REQUIRE COMPLETING OR CORRECTING BEFORE FINAL ACCEPTANCE. NOTE SEE PLANTING NOTES FOR THE TYPE OF MULCH MATERIAL TO USE. MOISTURE IS EXCESSIVE. SUBSOIL 18. WARRANTY. ALL PLANTS, MATERIALS AND WORKMANSHIP SHALL BE GUARANTEED FOR ONE YEAR FROM THE DATE OF FINAL DECIDUOUS TREE PLANTING DETAIL CONIFEROUS TREE PLANTING DETAIL ACCEPTANCE, UNLESS OTHERWISE SPECIFIED. THE GUARANTEE SHALL COVER THE FULL COST OF REPLACEMENT INCLUDING LABOR AND MATERIAL. A NOT TO SCALE B NOT TO SCALE 3890 PHEASANT RIDGE DR NE Revisions: I hereby certify that this plan, specification Print Name: Ryan J. Ruttger, RLA Drawn: RJR 1. 2/25/22 Revise Layout per City Comments. L4 ENGINEERING SUITE100 y p y M I HOMES OF MINNEAPOLIS LLC PRELIMINARY CARLSON BLAINE MN 55449 or report was prepared by me or under my 2. 4/27/22 Revise Layout per City Comments. THE SHORES OF O N E KA LAKE SURVEYING direct supervision and that I am a duly Signature: 12 Designed: RJR of TEL763.489.790o p y 5354 Parkdale Drive #100 M CAI N ENVIRONMENTAL FAX763.489.7959 Licensed Landscapetale of sofa Hugo, Minnesota LANDSCAPE PLAN 4 CARLSONMCCAIN.COM the laws of the State of Minnesota Date: 10/21/21 License #: 56346 Date: 10/21/21 St. Louis Park, Minnesota 55416 Save Date: 04/27/22 f:\jobs\8861-8880\8869-dell webb-hugo\cad c3d\landscape\8869_landscape-old.dwg #8869 Q TREE INVENTORY NOTES: THE SHORES OF ONEKA LAKE SITE WAS SURVEYED FOR THE FP 3 DID,35 °932 161 t`\ r }/ PRESENCE OF SIGNIFICANT TREES. TREE INVENTORY DATA DATED I '� / Ti ��1 2 g; I ° � 03/02/22 WAS PROVIDED BY KJOLHAUG ENVIRONMENTAL AND � 3 ii� i - Y°// • WAS COLLECTED USING THE TWO METHODOLGIES BELOW. \o ° ' I I 4 = OUTLOT G /f dy 3 , 7 I \� 157 ° � ' a x 9 4 x ' _ METHODOLOGY 1 — SURVEYED TREE INVENTORY I I R x I I e / THE EASTERN ONE (1 /3) OF THE SITE (APPROX.) IS GENERALLY AGRICULTURAL FIELDS AND OPEN SPACE. SIGNIFICANT LL / 39 56 / ,/ / TREES LOCATED ON THIS PORTION OF THE SITE WERE ' 40 INDIVIDUALLY SURVEYED AND INVENTORIED. METHODOLOGY 2 — SAMPLED TREE INVENTORY 166 I teary�► — / THE WESTERN TWO—THIRDS (2/3) OF THE SITE (APPROX.) ARE 9 -� lo OUTLOT E 153� • / � �17 GENERALLY WOODED AREAS, INCLUDING AN AREA OF CONIFERS 5 /i 115 ' 7 ° / THAT WERE PLANTED SOMETIME BETWEEN 1964 — 1991 BASED ON 1 HISTORIC AERIAL PHOTOS. / / THIS PORTION OF THE SITE WAS SURVEYED USING FIXED RADIUS PLOT (FRP) SAMPLING. THE AREA WAS DIVIDED INTO 3 SAMPLE 11 I 11' 0' n I �� I / / / 150 '/ AREAS CONTAINING SIMILAR TREE STAND CHARACTERISTICS TREE a 17 SIZE, TYPE, SPACING, ETC): OUTLOT C , =_ _— — �/ I / •/ OUTLOT G WOODLAND AREA 1 — WEST OF DRAINAGE DITCH NT BUILDING • , / OUTLOT APARTMENT BUILDING APARTMENT I / _ I / .► � / l � WOODLAND AREA 2 EAST OF DRAINAGE DITCH I , �� �, I I Ir l / / •� UTLOTD I , , / PLANTATION AREA — SOUTH AREA OF PLANTED CONIFEROUS WOODLAND AREA 1 11 rr , N Iv r ( 9.61 AC. TOTAL ,` "-� /� 122 1L I 70 AC. REMOVE / • /// , ° �, ,/ WITHIN EACH SAMPLE AREA MULTIPLE ONE—TENTH (1 /10) ACRE 7' D // / FRPs WERE ESTABLISHED AT REGULAR INTERVALS. WITHIN EACH I 1 / 930 \\ PARTMENT BUILDING APARTMENT BUILDING // < // ll \� / •� �� / FRP ALL SIGNIFICANT TREES WERE INDIVIDUALLY SURVEYED AND aSHEIET T2 ��/ 198 f/ INVENTORIED. ` ° � ; THE SURVEYED TREES FROM ALL FRPs WITHIN EACH SAMPLE 97 200 ,sa 196 195 AREA WERE USED TO CALULATE A ESTIMATED RATIO OF DBH J g �s , ��6 /° j/ o (INCHES) TO AREA (ACRES) FOR THE RESPECTIVE SAMPLE AREA. SHEET T3 6 �ry O 230 231 194 ,7 / THIS RATIO FOR EACH SAMPLE AREA WAS THEN APPLIED TO THE CVI86 _ _ �9ti��� °�° /�/" ' :t 11 TOTAL SAMPLE AREA TO COME UP WITH A TOTAL ESTIMATED DBH IN INCHES. l l 11 I II�� • — — / 928 23 •� ' I TREE REMOVAL IN DBH INCHES WAS THEN ESTIMATED BASED ON II II 9 � V / 228 17 II j THE PERCENTAGE OF AREA REMOVED FOR EACH SAMPLE AREA. ,7 11 1 /i OUTLOT G 1 I 11 / 7� 142 / / /I x x '28.9 / I VI 11 1 6 to8 / 2 43 180 I 1 11 I NE / /�`, 7 / 236 88Li / 187 KEY I I .24 SE I• 2 I 183 SAVE REMOVE e 2 DECIDUOUS TREE *TAG # TAG # II // / • / %// 184 1 I I CONIFEROUS TREE *TAG # X TAG # SHEET T2 TREES SURVEYED WITHIN ' I X 111� - 1 I 1/10 ACRE PLOT (FRP) • 250 51 1 I I \ 252 II / 253 254 25 256 257 258 25 1 a / — 9 OUTLOT G ' I\ e 1 I ' WOODLAND AREA 1 • SHEET T3 f - I - I � • / / I � �\� II I WOODLAND AREA 1 i TREE REMOVAL AREA I '� / WOODLAND AREA 2 RTC T I , 30.60 AC. TOTAL �/ \ I WOODLAND AREA 2 30.52 AC. REMOVED 1 EA 2 TREE OOREMOVALDLAND RAREA I � 1 PLANTATION AREA I ssz_ PLANTATION AREA TREE REMOVAL AREA °rT — x 3 �/♦ � + / \ \� I ' I III I �I I G / / / \ •, OUTLOT G 1 I 1 I —— — x — I I • OUTLOT G / N� 1 ' I 1�1I • 9 —92 =a I 1 I CALL BEFORE YOU DIG II \ � ouTL IS -- I - - L - - - - - - - _ x� moioil fir' 93R '93 — ° ��� � A x oYie xohe �F` �he x x x .x x °re �cb — - -- PLANTATION AREA / lii� `� \� I— ,� I ��I1 I ,' N o - - - - - - - - 0I I I , 9.82 AC. TOTAL � � 1 = 4 8.62 AC. REMOVED ' 1 / \ / Know what's below. Call before you dig. E� LL TREE INVENTORY The subsurface utility information shown on this plan is utility 1 0 75 150 300 Quality Level D. This quality level was determined according to the guidelines of Cl/ASCE 38-02, entitled "Standard Guideline for the Collection and Depiction of Existing Subsurface Utility (IN FEET) Data." 3890 PHEASANT RIDGE DR NE Revisions: I herebycertify that this Ian specification Print Name: Ran J. Rutt er RLA Drawn: RJR 1. 2/25/22 Revise Layout per City Comments. T 1 ENGINEERING SUITE100 y p � p y g y p y M I HOMES OF MINNEAPOLIS LLC CARLSON BLAINE MN 55449 or report was prepared by me or under my 2. 4/27/22 Revise Layout per City Comments. THE SHORES OF O N E KA LAKE SURVEYING direct supervision and that I am a duly Signature: Designed: RJR TEL763.489.7900 p y g 5354 Parkdale Drive, #100 TREE INVENTORY of M CA I N ENVIRONMENTAL FAX 763.489.7959 Licensed Landscape Architect under Hugo, Minnesota C CARLSONMCCAIN.COM the laws of the State of Minnesota Date: 10/21/21 License #: 56346 Date: 10/21/21 St. Louis Park, Minnesota 55416 VJ Save Date: 03 11 22 f:\jobs\8861-8880\8869-dell webb-hugo\cad cad\landscape\8869_tree survey.dwg #8869 KEY SAVE REMOVE DECIDUOUS TREE iTAG # TAG # FP J • • �/ /°rm e • ` / , / r• CONIFEROUS TREE TA 3 135 932 /0 / / 4161 158 •— ILOT F ��ti .. 2 I 1 'll✓/ /� e• e • / 77 + t �6 / THE S SURVEYED WI HIN ° \ 3 - - 1 / / \e e• � 1/�0 174 ACRE PLOT ( RP) I_l 1I36 \ e - p +/ • A � / ; 6� : 1 1 ep\` OUTLOT G �72 7 / 6� 6� o- m � I 3 _ �� 157 1 � WOODLAND AREA 1 dy 1 7 �= 1 9 / x x 163 \ / WOODLAND AREA 1 131 J- TREE REMOV�L AREA � - t- 38 / •• WO ODLAN AREA 2 1 - _ - L-11 139 WOODLAN b AREA 2 `` 156 e / � W . TREE REMOVAL AREA / 1 9 ;- \ I •°� / / / / / 2 � 140 \ °rm \\ e•I PLANTATION AREA �Q �� / L , \ s / 55 PLANATION /�112 EA 11 111u 1 9/'R/• /e e TREE EA • ° 16 54 e2 •93 / 1 I _ M /11 11 11 / •/ / ti l / O• 7 OUTLOT E 1 153) I � e• 126 / I� I �b /•• / 11.1�1 . 11 li 167 69 8 so i 93 1163 / 11 I I 'I�� p Q I • 928 2 r , I � • / ° 14 / 1 I e•I I / I I I // / / 150 (0 I N 1, / 114 / / •' I I�n — / • / 149 17 ) •• 1 ,� / /I / MIMENAlmommmod 7z � OUTLOT C Ij 1 v — — — — — —— � / / - 44 I OUTLOT G Ir l NSW / • I l" I � I � � 1 / i i 14 II ' II 'I OUTLOT APARTMENT BUILDING APARTMENT BUILDING II II II I� vl � �I / o / / I• /� • 123 UTLOT D \J / / • / I J 14 I / 17/2 •M 11 11�II I WOODLAND AREA 1 • � ry � / -, - ' • 14 III11 / s 1 ee1 If li 1 9. 61 AC. TOTAL �,� , z8 z „� 7. 70 AC. REMOVED /� g3z 1 o I� _ •. / PARTMENT BUILDING _Afl-ARTMENT BUILDING 4f119 196 • �� N 1Lff e ® ® ® ® ® ® ® ® ® —_ _ _ _ __ _ — - - - - - - - - • � 1, �11 / -I 4 ' / • • I I I 0.609 p — —— —?� / / • /// 199 198 197 195 / /� e / 0 200 • I I I • 6. tib > i // • 230 x 928445 s s �' //Ary 0 231 CVI 61N • i��j / O // � I _7 , l ' � /// eel 1 6 193 � /28 � � 229 I °•I / 55 232 e / ' • N i e 934 192 17 228 / ee J 23 191 178 I / 190 I 1 x 6 3 OUTLOT G 79 I I 1 2 6 l 1� 15 / / o / SHEET T3 x SIN �. 2 ,89 tit If o j e m �3 180 / 236 � 7 31 23 e / V i 22 938 I I 221 I I I i � 940 I / • / / A, 9 - 183 I I � 1 I { lip / �, ° � ' • / � 4„ x I 1 �� • <�r •/ p-m � M � � •j/�� m / � ® 185 •� 1 I � I � ® •NI ( I� �• �� �� ��/ / 243 � ® • -- � v 18634 g3z e•e e i• � � I N I � I I 250 1 1 X 252 >< �R ' A ��•` I 114 q I 1 I 253 25425 256 257 258 � � v �` w e • / OUTLOT G I / SHEET T3 0 50 100 200 TREE INVENTORY e NORTH T2 (IN FEET) 3890 PHEASANT RIDGE DR NE Revisions: I herebycertify that this Ian specification Print Name: Ran J. Rutt er RLA Drawn: RJR 1. 2/25/22 Revise Layout per City Comments. T2 ENGINEERING SUITE100 y p � p y 9 y p y M I HOMES OF MINNEAPOLIS LLC CARLSON BLAINE MN 55449 or report was prepared by me or under my 2. 4/27/22 Revise Layout per City Comments. THE SHORES OF O N E KA LAKE SURVEYING direct supervision and that I am a duly Signature: Designed: RJR TEL763.489.7900 p y g 5354 Parkdale Drive, #100 TREE INVENTORY of M CA I N ENVIRONMENTAL FAX 763.489.7959 Licensed Landscape Architect under Hugo, Minnesota C CARLSONMCCAIN.COM the laws of the State of Minnesota Date: 10/21/21 License #: 56346 Date: 10/21/21 St. Louis Park, Minnesota 55416 J Save Date: 03 11 22 f:\jobs\8861-8880\8869-dell webb-hugo\cad c3d\landscape\8869—tree survey.dwg #8869 0607 1/0 940 / // 19 7 ®® ► i ®® /i ®AF I / I APARTI BUILDNG 230 194 ® 231 o o _928 229 — / / SHEET T2 ® / / _ �FP ® / /a / / 23 78 ► OU V 6 e \ ®/ 23 79 I I 92 / � 1 9 Of 9 8 0 0 2 5 / 3 - 236 88 / 2 7 / 23 � �82 U 1 ► I , 0 221 942 I ► / I , I 932 y a 184 lip 1115� , 1. ® / i �, I ee / - � /�� 185 e 0 p I �e x - X� , 186 934 SHEET T2 243 :• , I I - 51 \X/\ _-x _ , SHEET,\x 1 I OUTLOT G \ 25 256 257 258 1 - - I - _ 2 , I 114 \ • e WOODLAND AREA 2 ►14 30. 60 AC. TOTAL ;� 4 30. 52 AC. REMOVED i I o llll � z , sew Iry re0 / �I � ///J, I °• e 93� �/ p o WL ,92, III I -- 914 \-\ / 9 n 926 \ 1 I ► / / � / � � e o �-eENcrv— sz7• � so 932 � I Jl � �/ / e e e 9 •{ /ry 932 9♦ \ N \ o ' I m I 1 I OUTL � / e s ems^• 9\ rn ��32\ \� �' �1144 143 I _ I = 4 // / ofI I o // / I \( / ! I� ► I SAVE REMOVE 6 \ I ► DECIDUOUS TREE TAG # TAG # / 6UO3� / /� /� / 9 / \\ soe � I ► CONIFEROUS TREE TAG # X TAG # / 9 n I TREES SURVEYED WITHIN OUTLOT G 1 I I I 1/10 ACRE PLOT (FRP) 7741 1 / r - _� EA 1 _ _ °� 1 1 6s // \� ' ►I WOODLAND AR SW I OUTLOT G 6 1 I WOODLAND AREA 1 _ / y� N T I I TREE REMOVAL AREA / I�mN E \ I I / I � I' m i e N g g • ��e e � �v \\ � I I ` I I ° • • • • 9 °° I e 9 926 WOODLAND AREA 2 � e NWL-928 140 OUTL I � BENCH 930 927� � � 1 1 I\ —9 } — / • 141 I I WOODLAND AREA 2 i� \ � I — — — — ° II _ ue a TREE REMOVAL AREA e ° - o e o e o e o e ove ohe o e n e o e o e o e - _ o e o e e Tee ohe ohe ohe o e ���� T� x x x x x x x x x x x x x °h o �� ohe oh ohe " ohe ohe ohe/�h� ohe / � � g�° - y, s3Q\ -93 - M� r 9� / I I I PLANTATION AREA °�e I� <—_ _ < --<-- S H PLANTATION AREA \ I �. �\ —r/ N, t l s I / I I 1 1 I I PLANTATION AREA 1 / I 9. 82 A C. TOTAL >( �- \ I 1 \ / // 0 I TREE REMOVAL AREA E== / \ / / ,\ 8. 62 AC. REMOVED / S� 1 1 I I N 0 50 100 200 TREE TOR e SOUTH (IN FEET) 3890 PHEASANT RIDGE DR NE Revisions: I herebycertify that this Ian specification Print Name: Ran J. Rutt er RLA Drawn: RJR 1. 2/25/22 Revise Layout per City Comments. T3 ENGINEERING SUITE100 y plan, p y 9 r y p y M I HOMES OF MINNEAPOLIS LLC CARLSON BLAINE MN 55449 or report was prepared by me or under my 2. 4/27/22 Revise Layout per City Comments. THE SHORES OF O N E KA LAKE SURVEYING direct supervision and that I am a duly Signature: Designed: RJR TEL763.489.7900 p y g 5354 Parkdale Drive, #100 TREE INVENTORY of M c CA I N ENVIRONMENTAL FAX 763.489.7959 Licensed Landscape Architect under Hugo, Minnesota C CARLSONMCCAIN.COM the laws of the State of Minnesota Date: 10/21/21 License #: 56346 Date: 10/21/21 St. Louis Park, Minnesota 55416 J Save Date: 03 11 22 f:\jobs\8861-8880\8869-dell webb-hugo\cad c3d\landscape\8869—tree survey.dwg #8869 SURVEYED TREE INVENTORY 820 Red Pine 16 Good Plantation Area 925 Red Pine 12 Good Plantation Area 1051 Quaking Aspen 10 Good Woodland Area 2 *All Significant Trees Outside Fixed Radias Plot Areas 821 Red Pine 16 Good Plantation Area 926 Red Pine 9 Good Plantation Area 1052 Quaking Aspen 8 Fair Woodland Area 2 Tree No. Tree Species DBH (IN) Condition Saved Removed 822 Red Pine 24 Good Plantation Area 927 Red Pine 10 Good Plantation Area 1053 Quaking Aspen 22 Good Woodland Area 2 823 Red Pine 12 Good Plantation Area 928 Red Pine 8 Good Plantation Area 1054 Black Cherry 8 Good Woodland Area 2 1140 Red Cedar 16 Good X 824 Red Pine 10 Good Plantation Area 929 Red Pine 10 Good Plantation Area 1055 Quaking Aspen 8 Good Woodland Area 2 1141 Red Oak 16 Good X 825 Red Pine 8 Good Plantation Area 930 Red Pine 10 Good Plantation Area 1056 Quaking Aspen 14 Good Woodland Area 2 1143 Cottonwood 10 Good X 826 Red Pine 8 Good Plantation Area 931 Red Pine 12 Good Plantation Area 1057 Quaking Aspen 8 Dead Woodland Area 2 1144 Cottonwood 20 Good X 827 Red Pine 10 Good Plantation Area 932 Red Pine 11 Good Plantation Area 1058 Quaking Aspen 14 Good Woodland Area 2 1145 Paper Birch 20 Good X 828 Red Pine 8 Good Plantation Area 933 Red Pine 12 Good Plantation Area 1059 Quaking Aspen 8 Good Woodland Area 2 1146 Paper Birch 9 Good X 829 Red Pine 8 Good Plantation Area 934 Red Pine 11 Good Plantation Area 1060 Quaking Aspen 10 Good Woodland Area 2 1147 Paper Birch 12 Good X 830 White Pine 12 Good Plantation Area 935 Red Pine 10 Good Plantation Area 1061 Quaking Aspen 8 Good Woodland Area 2 1148 Paper Birch 14 Good X 831 Red Pine 8 Good Plantation Area 936 Red Pine 9 Good Plantation Area 1062 American Elm 10 Good Woodland Area 2 1149 Paper Birch 9 Good X 832 Red Pine 8 Good Plantation Area 937 Red Pine 9 Good Plantation Area 1063 Quaking Aspen 11 Good Woodland Area 2 1150 Paper Birch 11 Good X 833 Red Pine 12 Good Plantation Area 938 Red Pine 10 Good Plantation Area 1064 Quaking Aspen 8 Good Woodland Area 2 1151 Paper Birch 15 Good X 834 White Pine 10 Good Plantation Area 939 Red Pine 9 Good Plantation Area 1065 Quaking Aspen 13 Good Woodland Area 2 1152 Paper Birch 22 Good X 835 Red Pine 8 Good Plantation Area 940 Red Pine 15 Good Plantation Area 1066 Black Cherry 14 Good Woodland Area 2 1153 Paper Birch 13 Good X 836 Red Pine 8 Good Plantation Area 941 Red Pine 15 Good Plantation Area 1067 Quaking Aspen 8 Good Woodland Area 2 1154 Paper Birch 8 Good X 837 Red Pine 10 Good Plantation Area 942 Red Pine 15 Good Plantation Area 1068 Quaking Aspen 8 Good Woodland Area 2 1155 Paper Birch 8 Good X 838 Red Pine 10 Good Plantation Area 943 Red Pine 12 Good Plantation Area 1069 Quaking Aspen 10 Good Woodland Area 2 1156 Paper Birch 14 Good X 839 Red Pine 8 Good Plantation Area 944 Red Pine 11 Good Plantation Area 1070 Quaking Aspen 8 Dead Woodland Area 2 1157 Paper Birch 14 Good X 840 Red Pine 12 Good Plantation Area 945 Red Pine 12 Good Plantation Area 1071 Quaking Aspen 10 Dead Woodland Area 2 1158 Paper Birch 15 Good X 841 Red Pine 8 Good Plantation Area 946 Red Pine 9 Good Plantation Area 1072 Quaking Aspen 11 Good Woodland Area 2 1159 Green Ash 14 Good X 842 Red Pine 14 Good Plantation Area 947 Red Pine 16 Good Plantation Area 1073 Quaking Aspen 12 Good Woodland Area 2 1160 Green Ash 9 Good X 843 Red Pine 12 Good Plantation Area 948 Red Pine 15 Good Plantation Area 1074 Red Oak 8 Good Woodland Area 1 1161 Green Ash 8 Good X 844 Red Pine 12 Good Plantation Area 949 Red Pine 12 Good Plantation Area 1075 Quaking Aspen 14 Good Woodland Area 2 1162 Paper Birch 13 Good X 845 Red Pine 8 Good Plantation Area 950 White Pine 20 Good Plantation Area 1076 Quaking Aspen 14 Good Woodland Area 2 1163 Green Ash 11 Good X 846 Red Pine 10 Good Plantation Area 951 White Pine 12 Dead Plantation Area 1077 Red Oak 9 Good Woodland Area 2 1164 Green Ash 8 Good X 847 Red Pine 8 Good Plantation Area 952 White Pine 14 Good Plantation Area 1078 Quaking Aspen 8 Good Woodland Area 2 1165 Green Ash 9 Good X 848 Red Pine 8 Good Plantation Area 953 White Pine 16 Good Plantation Area 1079 Quaking Aspen 14 Good Woodland Area 2 1166 Green Ash 14 Good X 849 Red Pine 8 Good Plantation Area 954 White Pine 18 Good Plantation Area 1080 Quaking Aspen 12 Good Woodland Area 2 1167 Green Ash 12 Good X 850 Red Pine 12 Good Plantation Area 955 White Pine 20 Good Plantation Area 1081 Quaking Aspen 14 Good Woodland Area 2 1168 Green Ash 15 Good X 851 Red Pine 14 Good Plantation Area 956 Red Pine 9 Good Woodland Area 2 1082 American Elm 10 Good Woodland Area 2 1169 Green Ash 16 Good X 852 Red Pine 12 Good Plantation Area 957 Red Pine 8 Good Woodland Area 2 1083 Quaking Aspen 8 Good Woodland Area 2 1170 Green Ash 9 Good X 853 Red Pine 15 Good Plantation Area 958 Red Pine 17 Good Woodland Area 2 1084 Quaking Aspen 10 Good Woodland Area 2 1171 Green Ash 14 Good X 854 Red Pine 12 Good Plantation Area 959 Red Oak 16 Good Woodland Area 2 1085 Quaking Aspen 8 Good Woodland Area 2 1172 Paper Birch 20 Good X 855 Red Pine 15 Good Plantation Area 960 Quaking Aspen 14 Good Woodland Area 2 1086 Quaking Aspen 8 Good Woodland Area 2 1173 Paper Birch 8 Good X 856 Green Ash 15 Good Plantation Area 961 Quaking Aspen 8 Good Woodland Area 2 1087 Pin Oak 12 Good Woodland Area 2 1174 Red Oak 8 Good X 857 Red Pine 14 Good Plantation Area 962 Quaking Aspen 14 Good Woodland Area 2 1088 Boxelder 17 Good Woodland Area 2 1175 Black Cherry 15 Good X 858 Red Pine 14 Good Plantation Area 963 Quaking Aspen 9 Good Woodland Area 2 1089 Red Oak 16 Good Woodland Area 2 1176 Red Cedar 9 Good X 859 Red Pine 13 Good Plantation Area 964 Quaking Aspen 10 Good Woodland Area 2 1090 Red Oak 9 Good Woodland Area 2 1177 White Oak 26 Good X 860 Red Pine 14 Good Plantation Area 965 Paper Birch 9 Good Woodland Area 2 1091 Red Oak 8 Good Woodland Area 2 1178 White Oak 29 Good X 861 Red Pine 14 Good Plantation Area 966 Quaking Aspen 10 Good Woodland Area 2 1092 Red Oak 9 Good Woodland Area 2 1179 White Oak 24 Fair X 862 White Pine 25 Good Plantation Area 967 Quaking Aspen 8 Good Woodland Area 2 1093 Red Oak 13 Good Woodland Area 2 1180 White Oak 31 Good X 863 White Pine 14 Good Plantation Area 968 Quaking Aspen 9 Fair Woodland Area 2 1094 Red Oak 8 Good Woodland Area 2 1181 Bur Oak 34 Good X 864 White Pine 14 Good Plantation Area 969 Quaking Aspen 10 Good Woodland Area 2 1095 Red Oak 8 Good Woodland Area 2 1182 White Oak 31 Good X 865 White Pine 20 Good Plantation Area 970 Quaking Aspen 10 Good Woodland Area 2 1096 Red Oak 8 Good Woodland Area 2 1183 Bur Oak jL__j Good X 866 White Pine 22 Good Plantation Area 971 Quaking Aspen 8 Dead Woodland Area 2 1097 Quaking Aspen 8 Good Woodland Area 2 SUMMARY DBH (Inches) No. of Trees 867 White Pine 14 Good Plantation Area 972 Quaking Aspen 8 Good Woodland Area 2 1098 Quaking Aspen 8 Good Woodland Area 2 SAVED 315 24 868 Quaking Aspen 8 Good Woodland Area 2 973 Quaking Aspen 11 Good Woodland Area 2 1099 Quaking Aspen 10 Good Woodland Area 2 REMOVED 359 19 869 Quaking Aspen 11 Good Woodland Area 2 974 Quaking Aspen 10 Good Woodland Area 2 1100 Quaking Aspen 12 Good Woodland Area 2 TOTALI 674 1 43 870 Quaking Aspen 19 Good Woodland Area 2 975 Quaking Aspen 12 Good Woodland Area 2 1101 Red Pine 36 Good Woodland Area 2 871 Quaking Aspen 16 Good Woodland Area 2 977 Quaking Aspen 8 Good Woodland Area 2 1102 Black Cherry 14 Good Woodland Area 2 872 Quaking Aspen 12 Good Woodland Area 2 978 Quaking Aspen 8 Good Woodland Area 2 1103 Red Pine 10 Good Woodland Area 2 SAMPLED TREE INVENTORY 873 Quaking Aspen 8 Good Woodland Area 2 979 Quaking Aspen 8 Good Woodland Area 2 1104 Green Ash 9 Good Woodland Area 2 *Significant Trees Surveyed for Fixed Radias Plot Areas 874 American Elm 8 Good Woodland Area 2 980 Quaking Aspen 8 Dead Woodland Area 2 1105 Red Pine 38 Good Woodland Area 2 Tree No. Tree Species DBH (IN) Condition Sample Area 875 Quaking Aspen 8 Good Woodland Area 2 981 Black Cherry 16 Fair Woodland Area 2 1106 Red Pine 8 Good Woodland Area 2 725 Red Pine 22 Good Woodland Area 2 876 Quaking Aspen 8 Good Woodland Area 2 1002 White Pine 16 Good Plantation Area 1107 Red Pine 25 Good Woodland Area 2 749 Red Pine 22 Good Plantation Area 877 Quaking Aspen 8 Poor Woodland Area 2 1003 White Pine 20 Good Plantation Area 1108 Red Pine 12 Good Woodland Area 2 750 Red Pine 19 Good Plantation Area 878 Quaking Aspen 9 Good Woodland Area 2 1004 White Pine 8 Good Plantation Area 1109 Red Pine 27 Good Woodland Area 2 751 Red Pine 16 Good Plantation Area 879 Quaking Aspen 10 Good Woodland Area 2 1005 Red Pine 12 Good Plantation Area 1110 White Pine 14 Good Woodland Area 2 752 Red Pine 13 Good Plantation Area 880 Quaking Aspen 8 Good Woodland Area 2 1006 Red Pine 8 Good Plantation Area 1111 Red Pine 9 Good Woodland Area 2 753 Red Pine 18 Good Plantation Area 881 Quaking Aspen 10 Good Woodland Area 2 1007 Red Pine 12 Good Plantation Area 1112 Red Pine 22 Good Woodland Area 2 754 Red Pine 13 Good Plantation Area 882 Quaking Aspen 8 Good Woodland Area 2 1008 Red Pine 14 Good Plantation Area 1113 White Pine 15 Good Woodland Area 2 779 Red Pine 15 Good Plantation Area 883 Quaking Aspen 10 Good Woodland Area 2 1009 Red Pine 12 Good Plantation Area 1114 Quaking Aspen 8 Good Woodland Area 2 780 Red Pine 11 Good Plantation Area 884 Quaking Aspen 8 Good Woodland Area 2 1010 Red Pine 14 Good Plantation Area 1115 White Pine 16 Good Plantation Area 781 Red Pine 11 Good Plantation Area 885 White Pine 12 Good Woodland Area 2 1011 Red Pine 12 Good Plantation Area 1116 White Pine 16 Dead Plantation Area 782 Red Pine 12 Good Plantation Area 886 Red Pine 9 Good Woodland Area 2 1012 Red Pine 10 Good Plantation Area 1117 White Pine 15 Good Plantation Area 783 Red Pine 8 Good Plantation Area 887 Red Pine 8 Good Woodland Area 2 1013 Red Pine 10 Good Plantation Area 1118 White Pine 11 Good Plantation Area 784 Red Pine 10 Good Plantation Area 888 White Pine 10 Good Woodland Area 2 1014 Red Pine 12 Good Plantation Area 1119 White Pine 14 Good Plantation Area 785 Red Pine 10 Good Plantation Area 889 Red Pine 14 Good Woodland Area 2 1015 Quaking Aspen 8 Good Woodland Area 2 1120 White Pine 10 Dead Plantation Area 786 Red Pine 11 Good Plantation Area 890 Red Pine 27 Good Woodland Area 2 1016 Quaking Aspen 10 Good Woodland Area 2 1121 White Pine 15 Good Plantation Area 787 Red Pine 10 Good Plantation Area 891 Red Pine 8 Good Woodland Area 2 1017 Green Ash 8 Good Woodland Area 2 1122 White Pine 12 Good Plantation Area 788 Red Pine 12 Good Plantation Area 892 White Pine 10 Good Woodland Area 2 1018 Cottonwood 26 Good Woodland Area 2 1123 White Pine 18 Good Plantation Area 789 Red Pine 10 Good Plantation Area 893 Quaking Aspen 8 Good Woodland Area 2 1019 Quaking Aspen 15 Good Woodland Area 2 1124 White Pine 15 Poor Plantation Area 790 Red Pine 11 Good Plantation Area 894 Red Pine 14 Good Woodland Area 2 1020 Quaking Aspen 8 Good Woodland Area 2 1125 White Pine 20 Good Plantation Area 791 Red Pine 12 Good Plantation Area 895 White Pine 8 Good Woodland Area 2 1021 Quaking Aspen 8 Good Woodland Area 2 1126 Red Pine 8 Good Plantation Area 792 Red Pine 8 Good Plantation Area 896 White Pine 10 Good Woodland Area 2 1022 Siberian Elm 10 Poor Woodland Area 2 1127 Red Pine 12 Good Plantation Area 793 Red Pine 9 Good Plantation Area 897 White Pine 10 Good Woodland Area 2 1023 Quaking Aspen 9 Dead Woodland Area 2 1128 Red Pine 12 Good Plantation Area 794 Red Pine 13 Good Plantation Area 898 White Pine 14 Good Plantation Area 1024 Quaking Aspen 9 Good Woodland Area 2 1129 Red Pine 14 Good Plantation Area 795 Red Pine 11 Good Plantation Area 899 White Pine 13 Good Plantation Area 1025 Quaking Aspen 10 Good Woodland Area 2 1130 Red Pine 10 Good Plantation Area 796 Red Pine 8 Good Plantation Area 900 White Pine 13 Good Plantation Area 1026 Red Oak 12 Good Woodland Area 2 1131 Red Pine 13 Good Plantation Area 797 Red Pine 8 Good Plantation Area 901 Red Pine 13 Good Plantation Area 1027 Red Oak 8 Good Woodland Area 2 1132 Red Pine 22 Good Plantation Area 798 Red Pine 13 Good Plantation Area 902 Red Pine 10 Fair Plantation Area 1028 American Elm 27 Good Woodland Area 2 1133 Red Pine 22 Good Plantation Area 799 Red Pine 9 Good Plantation Area 903 White Pine 14 Good Plantation Area 1029 Quaking Aspen 10 Good Woodland Area 2 1134 Red Pine 9 Good Plantation Area 800 White Pine 11 Good Plantation Area 904 White Pine 11 Good Plantation Area 1030 Quaking Aspen 12 Good Woodland Area 2 1135 Red Pine 16 Good Plantation Area 801 Red Pine 14 Good Plantation Area 905 Red Pine 9 Good Plantation Area 1031 Sugar Maple 10 Good Woodland Area 2 1136 Red Pine 10 Good Plantation Area 802 Red Pine 8 Good Woodland Area 2 906 Red Pine 10 Good Plantation Area 1032 Quaking Aspen 8 Good Woodland Area 2 1137 Red Pine 13 Good Plantation Area 803 Red Pine 19 Good Plantation Area 907 White Pine 11 Good Plantation Area 1033 Red Oak 8 Good Woodland Area 2 1138 Red Pine 9 Good Plantation Area 804 Red Pine 14 Good Plantation Area 908 White Pine 8 Dead Plantation Area 1034 Quaking Aspen 11 Good Woodland Area 2 1139 Quaking Aspen 10 Good Plantation Area 805 Red Pine 12 Good Plantation Area 909 Red Pine 11 Good Plantation Area 1035 Paper Birch 8 Good Woodland Area 2 1184 Red Oak 8 Good Woodland Area 2 806 Red Pine 14 Good Plantation Area 910 White Pine 11 Good Plantation Area 1036 Quaking Aspen 9 Good Woodland Area 2 1185 Red Oak 10 Good Woodland Area 2 807 Red Pine 15 Good Plantation Area 911 Red Pine 11 Good Plantation Area 1037 Quaking Aspen 12 Good Woodland Area 2 1186 Quaking Aspen 12 Good Woodland Area 2 808 Red Pine 12 Good Plantation Area 912 White Pine 14 Good Plantation Area 1038 Quaking Aspen 9 Good Woodland Area 2 1187 Red Oak 9 Good Woodland Area 2 809 Red Pine 12 Good Plantation Area 913 Red Pine 11 Good Plantation Area 1039 Red Oak 10 Good Woodland Area 2 1188 Quaking Aspen 16 Good Woodland Area 2 810 Red Pine 8 Good Plantation Area 914 White Pine 20 Good Plantation Area 1040 Black Cherry 16 Poor Woodland Area 2 1189 Quaking Aspen 11 Good Woodland Area 2 811 Red Pine 8 Good Plantation Area 915 Red Pine 11 Good Plantation Area 1041 Red Oak 14 Good Woodland Area 2 1190 Quaking Aspen 10 Good Woodland Area 2 812 Red Pine 22 Good Plantation Area 916 White Pine 11 Good Plantation Area 1042 Quaking Aspen 8 Good Woodland Area 2 1191 Quaking Aspen 10 Good Woodland Area 2 813 Red Pine 10 Good Plantation Area 917 Red Pine 12 Good Plantation Area 1043 Red Oak 11 Good Woodland Area 2 1192 Quaking Aspen 10 Good Woodland Area 2 814 Red Pine 8 Good Plantation Area 918 Red Pine 12 Good Plantation Area 1044 Red Oak 17 Good Woodland Area 2 1193 Quaking Aspen 9 Good Woodland Area 2 815 Red Pine 12 Good Plantation Area 919 White Pine 10 Good Plantation Area 1045 Red Oak 10 Good Woodland Area 2 1194 Quaking Aspen 11 Good Woodland Area 2 816 Red Pine 12 Good Plantation Area 920 Red Pine 15 Good Plantation Area 1046 Red Oak 11 Good Woodland Area 2 1195 Quaking Aspen 8 Good Woodland Area 2 817 Red Pine 12 Good Plantation Area 921 Red Pine 9 Good Plantation Area 1047 Red Oak 12 Good Woodland Area 2 1196 Quaking Aspen 12 Good Woodland Area 2 818 Red Pine 10 Good Plantation Area 922 Red Pine 8 Good Plantation Area 1048 Red Oak 14 Good Woodland Area 2 1197 Quaking Aspen 10 Good Woodland Area 2 819 Red Pine 10 Good Plantation Area 923 Red Pine 13 Good Plantation Area 1049 Red Oak 8 Good Woodland Area 2 1198 Quaking Aspen 10 Good Woodland Area 2 924 White Pine 14 Good Plantation Area 1050 Quaking Aspen 11 Good Woodland Area 2 1199 Quaking Aspen 11 Good Woodland Area 2 3890 PHEASANT RIDGE DR NE Revisions: SUITE 100 I hereby certify that this plan, specification Print Name: Ryan J. Ruttger, RLA Drawn: RJR 1. 2/25/22 Revise Layout per City Comments. M/I HOMES O F M I N N EAPO LIS LLC T4 CARLSON ENGINEERING BLAINE MN 55449 or report was prepared by me or under my 2. 4/27/22 Revise Layout per City Comments. THE SHORES O F O N E KA LAKE ` SURVEYING direct su ervision and that I am a dul Signature: Designed: RJR TREE INVENTORY of TEL763.489.7900 p y 5354 Parkdale Drive, #100 MC-CA1 N ENVIRONMENTAI FAX 763.489.7959 Licensed Landscape Architect under Hugo, Minnesota C CARLSONMCCAIN.COM the laws of the State of Minnesota Date: 10/21/21 License #: 56346 Date: 10/21/21 St. Louis Park, Minnesota 55416 J Save Date: 03/11/22 fAjobs\8861-8880\8869-dell webb-hugo\cad c3d\landscape\8869_tree survey.dwg #8869 1200 Quaking Aspen 9 Good Woodland Area 2 1304 Quaking Aspen 10 Good Woodland Area 2 1201 Quaking Aspen 10 Good Woodland Area 2 1305 Quaking Aspen 8 Good Woodland Area 2 1202 Quaking Aspen 10 Good Woodland Area 2 1306 Red Oak 10 Good Woodland Area 1 1203 Black Cherry 18 Good Woodland Area 2 1307 Quaking Aspen 12 Good Woodland Area 2 1204 Quaking Aspen 9 Good Woodland Area 2 1308 Red Oak 8 Good Woodland Area 1 1205 Quaking Aspen 11 Good Woodland Area 2 1309 Quaking Aspen 12 Good Woodland Area 2 1206 Quaking Aspen 8 Good Woodland Area 2 1310 Quaking Aspen 8 Good Woodland Area 2 1207 Quaking Aspen 8 Good Woodland Area 2 1311 Quaking Aspen 8 Good Woodland Area 2 1208 Quaking Aspen 12 Good Woodland Area 2 1312 Quaking Aspen 10 Good Woodland Area 2 1209 Red Pine 10 Good Woodland Area 2 1313 Quaking Aspen 8 Good Woodland Area 2 1210 Quaking Aspen 10 Poor Woodland Area 2 1314 Quaking Aspen 9 Good Woodland Area 2 1211 Quaking Aspen 11 Good Woodland Area 2 1315 Quaking Aspen 9 Good Woodland Area 2 1212 Quaking Aspen 12 Good Woodland Area 2 1316 Quaking Aspen 10 Good Woodland Area 2 1213 Quaking Aspen 10 Dead Woodland Area 2 1317 Quaking Aspen 8 Good Woodland Area 2 1214 Quaking Aspen 11 Dead Woodland Area 2 1318 Quaking Aspen 8 Good Woodland Area 2 1215 Quaking Aspen 10 Good Woodland Area 2 1319 Quaking Aspen 8 Good Woodland Area 2 1216 Quaking Aspen 9 Good Woodland Area 2 1320 Quaking Aspen 8 Good Woodland Area 2 1217 Green Ash 8 Good Woodland Area 2 1321 Quaking Aspen 8 Good Woodland Area 2 1218 Quaking Aspen 10 Good Woodland Area 2 1322 Quaking Aspen 13 Good Woodland Area 2 1219 Quaking Aspen 12 Good Woodland Area 2 1323 Siberian Elm 14 Good Woodland Area 2 1220 Quaking Aspen 10 Good Woodland Area 2 1324 Green Ash 10 Good Woodland Area 2 1221 Quaking Aspen 9 Good Woodland Area 2 1325 Boxelder 8 Good Woodland Area 2 1222 Quaking Aspen 12 Good Woodland Area 2 1327 Red Oak 12 Good Woodland Area 1 1223 Quaking Aspen 12 Good Woodland Area 2 1328 Red Oak 8 Good Woodland Area 1 1224 Quaking Aspen 10 Good Woodland Area 2 1329 Sugar Maple 8 Good Woodland Area 1 1225 Quaking Aspen 15 Fair Woodland Area 2 1330 Quaking Aspen 8 Good Woodland Area 1 1226 Red Oak 8 Good Woodland Area 2 1331 Paper Birch 8 Good Woodland Area 1 1227 Red Oak 9 Good Woodland Area 2 1332 Boxelder 8 Good Woodland Area 1 1228 Red Oak 13 Good Woodland Area 2 1333 Red Oak 12 Good Woodland Area 1 1229 Red Oak 12 Good Woodland Area 2 1334 Sugar Maple 15 Good Woodland Area 1 1230 Quaking Aspen 13 Good Woodland Area 2 1335 Red Oak 10 Good Woodland Area 1 1231 Quaking Aspen 10 Good Woodland Area 2 1336 Red Oak 8 Good Woodland Area 1 1232 Quaking Aspen 9 Good Woodland Area 2 1337 Red Oak 9 Good Woodland Area 1 1233 Quaking Aspen 10 Good Woodland Area 2 1338 Red Oak 18 Good Woodland Area 1 1234 Quaking Aspen 9 Good Woodland Area 2 1339 Red Oak 14 Good Woodland Area 1 1235 Green Ash 13 Good Woodland Area 2 1340 Boxelder 8 Good Woodland Area 1 1236 Quaking Aspen 10 Good Woodland Area 2 1341 Red Oak 8 Good Woodland Area 1 1237 Quaking Aspen 9 Good Woodland Area 2 1342 Red Oak 10 Good Woodland Area 1 1238 Quaking Aspen 8 Good Woodland Area 2 1343 Red Oak 10 Good Woodland Area 1 1239 Black Cherry 8 Good Woodland Area 2 1344 Red Oak 8 Good Woodland Area 1 1240 Quaking Aspen 8 Good Woodland Area 2 1345 Red Oak 16 Good Woodland Area 1 1241 Quaking Aspen 9 Good Woodland Area 2 1346 Red Oak 14 Good Woodland Area 1 1242 Quaking Aspen 9 Good Woodland Area 2 1347 Red Oak 8 Good Woodland Area 1 1243 Quaking Aspen 8 Good Woodland Area 2 1348 Red Oak 8 Good Woodland Area 1 1244 Quaking Aspen 10 Good Woodland Area 2 1349 Red Oak 14 Good Woodland Area 1 1245 Quaking Aspen 8 Good Woodland Area 2 1350 Red Oak 10 Good Woodland Area 1 1246 Quaking Aspen 13 Good Woodland Area 2 1351 Red Oak 10 Good Woodland Area 1 1247 Black Cherry 11 Good Woodland Area 2 1352 Red Oak 14 Good Woodland Area 1 1248 Quaking Aspen 9 Good Woodland Area 2 1353 American Elm 11 Good Woodland Area 1 1249 Quaking Aspen 11 Good Woodland Area 2 1354 American Elm 9 Good Woodland Area 1 1250 Quaking Aspen 8 Good Woodland Area 2 1355 Quaking Aspen 10 Good Woodland Area 1 1251 Quaking Aspen 8 Good Woodland Area 2 1356 Red Oak 8 Good Woodland Area 1 1252 Black Cherry 9 Good Woodland Area 2 1357 Red Maple 16 Good Woodland Area 1 1253 Quaking Aspen 8 Good Woodland Area 2 1358 Quaking Aspen 8 Good Woodland Area 1 1254 Red Oak 10 Good Woodland Area 2 1359 American Elm 8 Good Woodland Area 1 1255 Red Oak 12 Good Woodland Area 2 1360 Red Oak 9 Good Woodland Area 1 1256 Red Oak 11 Good Woodland Area 2 1361 Red Pine 10 Good Plantation Area 1257 Quaking Aspen 8 Good Woodland Area 1 1362 Red Pine 30 Good Woodland Area 2 1258 Red Oak 12 Good Woodland Area 1 1363 Quaking Aspen 8 Good Woodland Area 2 1259 Quaking Aspen 8 Good Woodland Area 1 1364 Red Pine 10 Good Woodland Area 2 1260 Quaking Aspen 8 Good Woodland Area 1 1365 Quaking Aspen 10 Good Woodland Area 2 1261 Red Oak 9 Good Woodland Area 1 1366 Pin Oak 8 Good Woodland Area 2 1262 Red Oak 11 Good Woodland Area 1 1367 Red Oak 12 Good Woodland Area 2 1263 Red Oak 10 Good Woodland Area 1 1368 Quaking Aspen 11 Good Woodland Area 1 1264 Red Oak 11 Good Woodland Area 1 WOODLAND AREA 1 1265 Red Oak 12 Good Woodland Area 1 Sampled Area DBH (Inches) 934 1266 Red Oak 9 Fair Woodland Area 1 Sampled Area Size (Acres) 1 1267 Red Oak 13 Good Woodland Area 1 Inches Per Acres 934 1268 Red Oak 17 Good Woodland Area 1 Total Area Size (Acres) 9.61 1269 Red Oak 8 Good Woodland Area 1 Total DBH Extrapolated (Inches)i 8976 1270 Red Oak 11 Good Woodland Area 1 SUMMARY Area (Ac) Area (%) DBH (Inches) 1271 Green Ash 11 Good Woodland Area 1 SAVED 1.91 20% 1784 1272 Paper Birch 13 Good Woodland Area 1 REMOVED 7.70 80% 7192 1273 Green Ash 8 Good Woodland Area 1 WOODLAND AREA 2 1274 American Elm 9 Good Woodland Area 1 Sampled Area DBH (Inches) 2814 1275 Red Oak 12 Good Woodland Area 1 Sampled Area Size (Acres) 3.1 1276 Red Oak 12 Good Woodland Area 1 Inches Per Acres 908 1277 Red Oak 12 Good Woodland Area 1 Total Area Size (Acres) 30.6 1278 Red Oak 8 Good Woodland Area 1 1279 Red Oak 8 Good Woodland Area 1 Total DBH Extrapolated (Inches) 27777 SUMMARY Area (Ac) Area (%) DBH (Inches) 1280 American Elm 12 Good Woodland Area 1 1281 Black Cherry 10 Fair Woodland Area 1 SAVED 0.08 0% 73 1282 Black Cherry 8 Good Woodland Area 1 REMOVED 30.52 100% 27704 1283 Sugar Maple 8 Good Woodland Area 1 PLANTATION AREA 1284 Sugar Maple 10 Good Woodland Area 1 Sampled Area DBH (Inches) 2360 1285 Sugar Maple 11 Good Woodland Area 1 Sampled Area Size (Acres) 1 1286 Red Oak 14 Good Woodland Area 1 Inches Per Acres 2360 1287 Red Maple 66 Good Woodland Area 1 Total Area Size (Acres) 9.82 1288 Red Maple 10 Good Woodland Area 1 Total DBH Extrapolated (Inches)i 23175 1289 Red Maple 12 Good Woodland Area 1 SUMMARY Area (Ac) Area (%) DBH (Inches) 1290 Red Maple 17 Good Woodland Area 1 SAVED 1.2 12% 2832 1291 Red Maple 11 Good Woodland Area 1 REMOVED 8.62 88% 20343 1292 Silver Maple 12 Good Woodland Area 1 1293 Red Maple 9 Good Woodland Area 1 1294 Sugar Maple 31 Good Woodland Area 1 1295 American Elm 9 Good Woodland Area 1 1296 Sugar Maple 12 Good Woodland Area 1 1297 Red Oak 10 Good Woodland Area 1 1298 Sugar Maple 14 Good Woodland Area 1 1299 Sugar Maple 8 Good Woodland Area 1 1300 Red Oak 8 Good Woodland Area 1 1301 Quaking Aspen 8 Good Woodland Area 2 1302 E American Elm 8 Good Woodland Area 2 1303 Quaking Aspen 10 Good Woodland Area 2 3890 PHEASANT RIDGE DR NE Revisions: T C SUITE 100 I hereby certify that this plan, specification Print Name: Ryan J. Ruttger, RLA Drawn: RJR 1. 2/25/22 Revise Layout per City Comments. M/I HOMES OF M I N N EAPO LIS LLC I 5 CARLSON ENGINEERING BLAINE MN 55449 or report was prepared by me or under my 2. 4/27/22 Revise Layout per City Comments. THE SHORES OF O N E KA LAKE ` SURVEYING direct supervision and that I am a duly Signature: Designed: RJR TREE INVENTORY of TEL763.489.7900 p y 5354 Parkdale Drive, #100 MC-CA1 N ENVIRONMENTAI FAX 763.489.7959 Licensed Landscape Architect under Hugo, Minnesota C rk Minn CARLSONMCCAIN.COM the laws of the State of Minnesota Date: 10/21/21 License #: 56346 Date: 10/21/21 St. Louis Pa , Minnesota 55416 J Save Date: 03/11/22 f:\jobs\8861-8880\8869-dell webb-hugo\cad c3d\landscape\8869_tree survey.dwg #8869 To the Planning Commission, Thank you for volunteering and serving on the Planning Commission.As newer residents of the City,we really appreciate the time and energy you've invested to make Hugo what it is today. We are writing today about the proposed Shores of Oneka Lake-M/I Homes development plans in front of you this evening.When we bought our property,we always knew this land would end up being developed and even though we'll miss the woods and quiet,we are excited about the opportunities this project is going to bring! First,we appreciate the 50 foot buffer of trees being preserved north of our homes (adjacent to Outlot K),this will help the transition between neighborhoods seem more intentional while preserving a quality greenway corridor.We also are excited about having more sidewalk and trail connections to use versus the one way in,one way back route we have now-especially the trail shown along Oneka Lake that will connect back into the existing park.We also appreciate that while Goodview Ave N will serve as a main road, it is not the thoroughfare access road for the entire new neighborhood-the area where it is disconnected will really help distribute trips and keep traffic down.We appreciate the preservation of the natural environment including the wetland, creeks, and tree masses where feasible.And lastly,we appreciate that there will now be another way to get out of our neighborhood-especially to a more convenient roundabout intersection. Overall,while change is hard,we think once this development is complete it will be a huge asset to the community and US. Our only concern on this project is the number of large construction vehicles that will be adding traffic and roadway impacts to our neighborhood.The route from Highway 61 to the end of Goodview Avenue is over 1.3 miles and 5o houses directly front both 147th/Oneka Lake Boulevard North and Goodview Avenue North on the way to the site.The route north on Highway 61 is only 1 mile and has minimal impacts to other properties-this road is also designed to accommodate heavy vehicles.We request Planning Commission add a condition of approval to the project that states:All construction vehicles over 2 tons must utilize Highway 61 and the new access to the site until the first lift of pavement is complete or 50%of the homes constructed. I understand there will be construction vehicles that need to utilize the existing Goodview access, and residential/contractor vehicles seem reasonable. But given the condition of our roads(a ton of potholes on Goodview currently and pavement issue in front of O'Reilly), the number of residents impacted,the speed concerns already existing on 147th/Oneka Lake Blvd, and number of cars using this as their only access in and out of the neighborhood;the large vehicles would be better directed to access the site from their northern access on Highway 61. If we cannot add this condition,we would request the developer to submit a financial payment to the City of Hugo that pays for a portion of our future roadway rehab or pays for the roads to receive a mill and overlay upon project completion. It is not right,or meeting the goals of the City,to put the burden of development back on existing residents to clean up the area. Thank you again for serving the community and considering the perspective of residents.We look forward to the completion of this project and hope you understand our interim construction concerns. Sincerely, Gina&Simon McCormack 1547o Goodview Ave N Agenda Number E.1 CITY OF HUGO COMMUNITY DEVELOPMENT DEPARTMENT PLANNING AND ZONING APPLICATION STAFF REPORT TO: Hugo Planning Commission FROM: Rachel Juba, Community Development Director SUBJECT: Liberty Classical Academy. Site plan request to additional parking and enhanced main entrance on the existing school located at 10158 122"d Street North. DATE: May 6, 2022 for the Planning Commission Meeting of May 12, 2022 ZONING: Agricultural (AG) LAND USE: Public/Quasi Public 60-DAY REVIEW DEADLINE: June 13, 2022 1. DESCRIPTION OF REQUEST: The applicant is seeking approval of site plan for additional parking and enhanced main entrance to the existing school located at 10158 122nd Street North. 2. BACKGROUND: The property was previously used as Withrow Elementary school in the Stillwater School District. The school was closed in 2018 and has been vacant since that time. Liberty Classical Academy private school has purchased the property. The school will be used for their pre-k through 2nd grade education program. 3. CONTEXT: A. Surrounding Land Use and Zoning The properties to the north, west, east, and south are zoned Agricultural (AG) and are occupied by agricultural uses and homes on large lots. Liberty Classical Academy Site Plan Page 2 B. Natural Characteristics of Site The site is 8.97 acres and consists of the existing elementary school and associated fields and parking. The property does not have wetlands on site. 4. ANALYSIS: A. Level of City Discretion in Decision-Making The City's discretion in approving or denying a site plan is limited to whether or not the proposed project complies with the Comprehensive Plan and Zoning Ordinance requirements. If it meets these standards, the City must then approve the site plan. B. Consistency with Ordinance Standards Site Plan Elementary School The site consists of the elementary school and community gymnasium and is approximately 33,000 square feet. The applicant is proposing an approximately 1,800 square foot addition to create a canopy at the main entrance. There will also be an addition to the existing parking lot on the east side of the building. The additional parking allowed for better circulation for drop-off and pick-up. The school does not have busing, it is all parent drop-off and pick-up. The applicant is also planning on interior renovation of the school. Setbacks All setback requirements have been met with this application. Streets and Access The existing site has access from 122"d/CR 7. The site has sufficient access and the proposed additions does not require additional access. MnDOT did review the plans and provided a comment letter dated May 4, 2022. They stated an access permit is not required at this time since they are not proposed new access point and the use is remaining a school. They did have some recommendations if the site expands and traffic increases. Parking The existing site has one parking lot totaling 38 parking spaces and the applicant is proposing an additional 30 parking spaces, totaling 68 parking spaces and meeting the ordinance requirements. Staff is comfortable with this proposal. Liberty Classical Academy Site Plan Page 3 Sidewalks/Trails There are existing sidewalks that connect the building and parking lots. The proposed addition will disrupt a small portion of sidewalk along the south side of the building, which will be reconstructed to wrap around the addition. Additional side walk will also be construct with the additional parking on the west side of the building. Landscaping The applicant has existing landscaping on site that meets the ordinance standards. Building Materials The addition is proposed to be constructed primarily cement siding and a color to match the existing materials on site. Staff recommends that brick consistent with the building be added to the canopy design to tie in with the existing brick on the building. The applicant has not submitted a material sample board. Staff approval of a material sample board is required prior to issuance of a building material to ensure materials and colors will be cohesive throughout the building. Grading/Drainage The site is within the Brown's Creek Watershed District(BCWD) and will be required to get a permit from the BCWD. Conditional approval of the permit is anticipated at the May 1 lth BCWD Board Meeting. The City is reviewing for all requirements more stringent than the BCWD standards. Utilities The existing building is connected to well and septic. The applicant will need to ensure the well and septic is compliant with State and County regulations. C. Conclusion Staff has reviewed the site plan for consistency with the applicable standards outlined in the City Code and finds that the application is consistent with the standards. 5. RECOMMENDATION: Staff recommends approval of the site plan request submitted by Liberty Classical Academy for the property located at 10158 122"d Street North, subject to the conditions listed in the resolution. Liberty Classical Academy Site Plan Page 4 ATTACHMENTS: 1. Location Map 2. Approving Resolution 3. Engineer memo dated May 4, 2022 4. Washington County email dated May 4, 2022 5. Site Plan Submittal ti ol 3 16 5 I - r - y+ Jr 10 y� A 1Yl �w I ..1 �{A {^!('�{1 .k��iii�+w w'"_' •4`4.1��� .; it Y (1 i I Site qY\ Roads Hugo Border Site Parcel Boundary 77� N CITY OF Liberty Classical Site Plan T 0 � 250 EST.1806 Location Map Feet Hugo, MN 1 in=250 feet RESOLUTION 2022-XX APPROVING A SITE PLAN REQUEST FROM LIBERTY CLASSICAL ACADEMY SCHOOL TO ALLOW AN ADDITION ON THE EXISTING SCHOOL LOCATED AT 10158 122ND STREET NORTH WHEREAS, Liberty Classical Academy has requested site plan approval for an approximately 2,000 square foot addition and additional parking to be constructed on to the existing elementary school on property located at 10158 122"d Street North that is legally described as follows: See attached. WHEREAS, the Planning Commission has reviewed said site plan on May 12, 2022, and recommends approval subject to the conditions listed in this resolution. NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF HUGO, MINNESOTA, that it should and hereby does approve the site plan for White Bear Lake Area Schools with the following findings: 1. A site plan is approved to allow construction of an approximately 10,000 square foot square foot addition with the plans dated March 18, 2022, and April 14, 2022. 2. The applicant shall obtain all necessary local, state, and federal permits. Prior to Building Permit Approval: 3. All items on the Engineer's memo and "red-line" detailed engineering comments that have been sent directly to the applicant's engineer dated May 4, 2022, shall be addressed. 4. Brick shall be added to the building addition to be cohesive with the existing building. 5. The applicant shall submit the final building material sample board to be reviewed and approved by staff. Prior to issuance of a Certificate of Occupancy: 6. A final lighting plan shall be reviewed and approved by staff. 7. Drainage and utility easements shall be dedicated to the City over the stormwater management facilities and applicable utilities. 8. A maintenance agreement for the stormwater management facilities shall be recorded against the property. Resolution 2022-XX Page 2 ADOPTED by the City Council this 6th day of June, 2022 Tom Weidt, Mayor ATTEST: Michele Lindau, City Clerk wsb May 4, 2022 Ms. Rachel Juba Community Development Director City of Hugo 14669 Fitzgerald Avenue North Hugo, MN 55038 Re: Site Plan Review Liberty Classical Academy WSB Project No. 020119-000 ° Dear Ms. Juba: U w We have reviewed the site plan submittal for the Liberty Classical Academy site located east of Keller Avenue/County Road 57 and north of 122"d Street/County Road 7. In particular, we have reviewed the following plans related to this particular request: 0 LO • Civil Plan Set(Liberty Classcial Academy- Civil Plans 4-11-22 bcwd revs.pdf) dated cc 4/11/2022 by Larson Engineering CO0 Stormwater Report Liberty(Classical Academy Stormwater Report 2022.04.10.pdt) dated 4/10/2022 by Larson Engineering Based on the review of the above documents, we offer the following comments related to this application: LO Grading, Street, and Utility Plans J a1. Applicant is proposing to expand their eastern parking lot to the north while constructing a new drop-off area and playground. Q 2. Applicant is proposing to maintain the two accesses (one-way in, one-way out)that exist rn along 122"d Street/County Road 7. 3. Applicant is proposing two centrally located rows of parking (52 spaces total)with a circling CD CD drop-off area to replace the previous 30-some spaces distributed between three rows N W including up against the school. The new configuration allows for a much easier turnaround D and a designated area for drop off. 4. Applicant is proposing installing curb around the perimeter which better directs drainage and creates a barrier for dropping off students. W 5. Water service to the site is provided through an onsite well while sanitary sewer service to the W site is achieved through an on-site septic system with drain fields. The utilities are not U) proposed to be impacted with the project. 6. Detailed redline comments have been provided on the plans and sent to the applicants W engineer so they can be addressed in future submittals. 00 C:\Users\rachel.juba\AppData\Local\Microsoft\Windows\INetCache\Content.Outlook\O7PY7DSU\020119-000 LTR RJuba-Liberty Classical Academy 2022-05- 04.docx Ms. Rachel Juba May 4, 2022 Page 2 Stormwater Management 7. The site is within the Brown's Creek Watershed District(BCWD)and will be required to get a permit from the BCWD. Conditional approval of the permit is anticipated at the May 11th BCWD Board Meeting. The City is reviewing for all requirements more stringent than the BCWD standards. 8. It is unclear if the site is disturbing an acre or more and requires an NPDES permit. Applicant should confirm the disturbance area. 9. The site is proposing to meet stormwater management requirements for the new and reconstructed impervious for the expansion with an infiltration basin onsite. The site is not currently meeting the City's rate control requirement for the 100-year storm event. 10. Stormwater plan and model comments have been provided to applicant and will need to be addressed in future submittals for documentation and permitting purposes. Wetland 11. There are no wetland impacts associated with the proposed improvements. Thank you for the opportunity to provide comments on this project. Additional comments may be necessary following the review of the responses to these. If you have any questions, please do not hesitate to contact me at 612-419-3589. Sincerely, WSB Nick Guilliams, PE Senior Project Manager cc: Scott Anderson, Public Works Director(email only) Liz Finnegan, Senior Engineering Technician (email only) Rachel Juba From: Joe Gustafson <Joe.Gustafson@co.washington.mn.us> Sent: Wednesday, May 4, 2022 3:52 PM To: Rachel Juba Cc: Lyssa Leitner; Kurt Howard; Mitch Bartelt; Frank Ticknor; Ryan Hoefs; Emily Jorgensen; Wayne Sandberg; Jennifer Oehler Subject: Liberty Academy on CSAH 7 - Washington County PW Comments Caution:This email originated outside our organization; please use caution. Hello Rachel, Thank you for providing us with the opportunity to review and comment on the proposed site plan for the Liberty Academy site (formerly Withrow Elementary) located at the intersection of County Road 57 (Keller Ave) and County State Aid Highway(CSAH) 7 (122"d Street North). Below are comments from Washington County Public Works on the site plan and proposed usage. • A Washington County Right-of-way permit would be needed for any work that takes place within existing highway right-of-way along CSAH 7 or along CR 57, including shoulder closures or construction vehicle staging. • Compared to other commercial or institutional uses, schools often have high peaks of vehicular traffic which can lead to traffic conflicts on adjacent roadways. Unfortunately, warning signs and even school speed limits have only marginal effects on driver speeds and behaviors, and therefore it is essential for all school sites to ensure that traffic queues and pickup/dropoff activity are fully accommodated within the site and not extending onto adjacent highways. • The applicant contacted Washington County Public Works earlier this year to inquire about installation of school warning signage or speed zones on the adjacent county highways and submitted a permit application for such installation. We notified them that such signage is not normally installed except when pedestrian crossings of the county highway are present, or other unusual conditions that cannot be mitigated by other more effective strategies. Therefore,the permit application was withdrawn at the county's recommendation. We have not had further contact with them. • The proposed parking lot expansion and associated traffic loop is a positive improvement that will help to lengthen the available stacking within the site, and the proposed one-way loop configuration is also a sensible improvement. It may be advantageous to explore the potential to convert two a dual-lane queue in the future, if and when it becomes necessary. • Will school bus service be provided to students? The site plan does not appear to show any areas specific for school bus queuing or staging. Buses, naturally,take up considerable space and there is often a desire for buses to be able to "queue jump" other vehicle traffic in order to maintain schedules. • We recommend that the city consider adopting conditions within the Conditional Use Permit that it is the responsibility of the site operator to ensure,through site design and operating procedures, that queuing does not extend onto the highways, and that such queuing may be considered a violation of the conditional use permit. • It should be noted that Washington County Public Works typically requires construction of turn lanes as an condition of an access permit when the number of daily trips exceeds approximately 100 per day. This site is likely to exceed that threshold, however it is not likely to need an access permit since these are not new driveways nor are they a change in use of existing accesses, since the site is remaining an elementary school. The existing driveways also are within the zone of any future turn lane serving right turns onto CR 57 (Keller Ave), due to their proximity to the intersection (see next bullet). i • It is likely that county road improvements in this area in the future could include dedicated left and right turn lanes from CSAH 7 (122"d St)to CR 57 (Keller Ave). Because both of the existing school driveways are within the extent of the future right turn lane for CR 57, construction of such turn lanes could also cause some safety and operational concerns for the driveways if they are not relocated. • The cost of any future turn lanes serving the school site driveways would be borne by the driveway owner, however we are not requiring such construction at this time because, as noted above,these are preexisting driveways maintaining the same usage, and therefore not requiring a new access permit at this time. • As the site expands and its traffic increases, it would be beneficial to remove the direct driveway access(es)from CSAH 7 (122"d St) and instead service the site via CR 57 (Keller Ave). Doing so would further elongate the internal loop thus allowing more internal stacking, and also allow for the driveway to connect to a road with significantly lower volumes and lower operating speeds. Ensuring safe operations around schools is of paramount importance, and such issues can be much more difficult to address traffic issues once site plans and permits are finalized, so we thank you again for the opportunity to review and comment on this proposal. Please feel free to contact us with any questions. Joe Gustafson, PE, PTOE I Traffic Engineer Washington County Public Works—Traffic Operations 11660 Myeron Road North, Stillwater, MN 55082 Main: 651-430-4300 1 Direct: 651-430-4351 A great place to live, work and play...today and tomorrow From: Rachel Juba <RJuba@ci.hugo.mn.us> Sent:Tuesday, May 3, 2022 3:15 PM To:Joe Gustafson <Joe.Gustafson@co.washington.mn.us> Subject: RE: Liberty Academy-Site Plan 'External message alert:This message originated from outside the Washington County email system. Use caution when clicking hyperlinks, downloading pictures or opening attachments.*** Joe: Just making sure you received this email. Let me know if you have any questions. Thanks, RACHELJUBA COMMUNITY DEVELOPMENT DIRECTOR CITY OF HUGO- MINNESOTA 14669 Fitzgerald Ave. N., Hugo, MN 55038 o: 651.762.6304 1 www.ci.hugo.mn.us From: Rachel Juba Sent: Wednesday, April 27, 2022 10:15 AM 2 To: 'Joe.Gustafson@co.washington.mn.us' <Joe.Gustafson@co.washington.mn.us> Subject: Liberty Academy-Site Plan Joe: Attached are the plans for Liberty Academy. Can you get me comments by Thursday, May 5t"? I plan on having the application on the May 12t" Planning Commission meeting. Have you or your team been in further contact with them? Thank you. Rachel 3 Ll M I T ULM001UtmkL MUtmkU IVI T rrltmkO I 1U rtmkUNMU 10158 122nd . . POPE ARCHITECTS, INC. y_ 1295 BANDANA BLVD N, SUITE 200 DEFERRED ST. PAU L, M N 55108-2735 (651) 642-9200 1 FAX (651) 642-1101 www.popearch.com SUBMITTALS ---- BY OTHERS 1 . FIRE SPRINKLER SYSTEMIBERTY DRAWINGS - Classical Academy 2. SPECIAL INSPECTIONS LIBERTY CLASSICAL ACADEMY PHASE 1 SHEET INDEX PROJECT DIRECTORY BID PACKAGE 2 N 10158122nd ST N, N OWNER STRUCTURAL RAL HUG 0, MN 55038 N _ � M Liberty Classical Academy IMEG Corp. 0 3878 Highland Ave 12755 Highway 55 Suite 100 IMAGE FOR ILLUSTRATION PURPOSES ONLY- NOT TO BE USED FOR CONSTRUCTION White Bear Lake, MN 55110 Minneapolis MN 55441 Contact: Rebekah Hagstrom Contact: Cory Casperson Phone: (651 ) 772-2777 Phone: (763) 595-3103 SHEET NUMBER SHEET NAME GENERAL r CODE SUMMARY: agstrom@libertyclassicalacademy.org Cory.C.Casperson@imegcorp.com AC0.1 ITITLE SHEET X THIS EXISTING SCHOOL BUILDING IS 32,000 SF,TYPE 1113, FULLY SPRINKLERED AND HAS AN OCCUPANCY TYPE E. AC0.2 PARTITION TYPES, SYMBOLS, ABBREVIATIONS X CIVIL THE SCOPE OF THE WORK INCLUDES RESTRIPING AND EXTENDING THE EXISITNG PARKING LOT AND PROVIDING A NEW ARCHITECT MECHANICAL ENTRANCE CANOPY AT THE SOUTH, MAIN ENTRANCE. C100 CIVIL DEMOLITION PLAN X C200 PAVING PLAN X Pope Architects DESIGN BUILD C300 GRADING AND EROSION CONTROL PLAN X 1295 Bandana Boulevard N, Suite 200 C400 UTILITY PLAN X St. Paul, MN 55108 C500 DETAILS X ARCHITECTURAL Contact: Elise Kelly AC1.1 ARCHITECTURAL SITE PLAN Phone: (651 ) 789-1570 AC2.1 DEMOLITION PLAN AND SECTION ekelly@popearch.com AC2.2 CANOPY FLOOR PLAN AC3.1 EXTERIOR ELEVATIONS, EXTERIOR MATERIAL FINISH SCHEDULE X AC4.1 ROOF PLAN AC5.1 BUILDING SECTIONS CIVIL ELECTRICAL AC6.1 DETAILS Larson DESIGN BUILD AC9.1 REFLECTED CEILING PLAN 3524 Labore Road NOTE: PHOTOMETRIC PLAN AND LAND SURVEY ARE ATTACHED TO White Bear Lake, MN 55110 END OF DOCUMENT FOR CITY SUBMITTAL Contact: Eric Meyer Phone: (651 ) 888-8112 emeyer@larsonengr.com GENERAL CONTRACTOR Langer Construction 54 Moreland Ave. E. St. Paul MN 55118 Contact: Greg Okray Phone: (651 ) 457-7068 Greg@langerconstruction.com TITLE SHEET z 1 CITY SUBMITTAL 03/18/22 LOCATION MAP U H - U Z 61 Z 00 Oneka Ridge Golf Courser C Witter_Q ��II Elementary School 0 CLOSED .� hrow 51 �o Pine Point Baia Bald EAGLE Le4KE ® _ 4 BOAT LAUNCH '. Regional Park 0 Pine Tree Ample Orchard Strawberry patch/ - 71-1* . . j % , z * 7 Y I a -jelly ood ~ tt White % r St.Croix Boem Be-r La 8 Grant ,� Otto Ber g k © o Memorial Park s !� ♦ ~ ~ et ( r ahtomedi �.. Birches. . H vJ _ ® Gem Lake Village V a W,illernie Stilfwatr adnais Heights a ti 1 1/1 ry College t `" Sams CiJb �0 k tu ` �— Commission No: 41129-21249 _ 'r'Pi S i s --— U Costco Wholesale Q • Green Acres Recreatiorial • Oa Little Canada 4p t F - H` Drcwr b�: EK !, 36 '- -®;--North St Paul x CE) 61 ® , If ogle SHEET ■ SITE LOCATION: 10158 122nd ST N, HUGO, MN 55038 NORTH TRUE SHEET SCALE C:\Revit Projects\2021\41129-21249 LIBERTY PHASE 1-BP2 $m/zWy' M49✓PM METAL STUD GAGE AND SPACING TO BE PER MANUFACTURER'S RECOMMENDATIONS FOR EACH APPLICATION SYMBOLS PARTITION TYPES U.N.O.ALL U.L. LISTED PARTITIONS ARE TO BE CONSTRUCTED IN FULL COMPLIANCE WITH THE REFERENCED U.L. DESIGN NUMBER O 1/4" 2 7/8" 4 1/8" 3 1/8" 3 3/4" 5" P(3FNE X 1 5/8" 5/8" 1 5/8" 1 5/8" 5/8" 2 1/2" 5/8" 2 1/2" 518" 5/8" 5/8" 5/8" 5/8" 5/8" 5/8" 2 1/2" GRIDS Q zo Z MATCHLINE SYMBOL X NUOOR MBER SWING & � <ui 2 X Lu EXISTING DOOR 5/8"GYPSUM BOARD zo Q TO REMAIN 5/8"GYPSUM BOARD (2)LAYERS 5/8"GYP. BD. <' (2)LAYERS 5/8"GYP. BD. 75; /%=::::: 1 5/8" METAL STUDS 2 1/2"METAL STUDS 2 1/2"METAL STUDS o n n 1 5/8" METAL STUDS n 1 5/8"METAL STUDS ^ ^ 2 1/2"METAL STUDS ,1 o EXISTING DOOR ` , 5/8"GYPSUM BOARD ` , ` , ' ` , 5/8"GYPSUM BOARD 5/8' GYPSUM BOARD TO BE REMOVED 5/8"GYPSUM BOARD (2)LAYERS 5/8"GYP. BD. (2)LAYERS 5/8"GYP. BD. X SIM DETAIL XXX OPENING NUMBER 2 1/2"THICK FIBERGLASS INSUL. READ. Ax.x O AT RATED PARTITION CONDITION EXISTING WALL TO REMAIN O NOTE:THIS CONFIGURATION CAN O POPE ARCHITECTS, INC. 1A 1B 1C 2A 2B 2C LVI X NOT BE A FIRE RATED PARTITION 1295 BANDANA BLVD N, SUITE 200 AX. XXX ROOM NUMBER EXISTING WALL 1CX TWO HOUR WALL 2BX ONE HOUR WALL 2CX TWO HOUR WALL ST. PAU L, M N 55108-2735 WALL&BUILDING -------------- TO BE REMOVED UL DESIGN U419 UL DESIGN U494 UL DESIGN U419 (651) 642-9200 FAX (651) 642-1101 SECTION www.popearch.com OFRAME TYPE 40 4 1/4" 4 7/8" 6 1/8" 6 5/8" 7 1/4" 8 1/2" WALL TYPE 3 5/8" 5/8" 5/8" 3 5/8" 5/8" 5/8" 3 5/8" 5/8" 6" 5/8" 5/8" 6� 5/8" 5/8" 6� 5/8" S V EXTERIOR M3B 2 (AX X ELEVATION X 5/8"GYPSUM BOARD (2) LAYERS 5/8"GYP. BD. 5/8"GYPSUM BOARD (2)LAYERS 5/8"GYP. BD. REVISIONS 3 5/8" METAL STUDS �•� 6" METAL STUDS -- Ref 3 5/8" METAL STUDS � �� 3 5/8" METAL STUDS ��= 6" METAL STUDS �.°�,�� 6"METAL STUDS INTERIOR 5/8' GYPSUM BOARD 5/8' GYPSUM BOARD AX.X X ELEVATION 5/8"GYPSUM BOARD (2) LAYERS 5/8"GYP. BD. 5/8"GYPSUM BOARD (2)LAYERS 5/8"GYP. BD. X I y ELEVATION LAYOUT HINGE SIDE BERT POINT i 3A 3B 3C 6A 6B 6C Classical Academy 3BX ONE HOUR WALL 3CX TWO HOUR WALL 6BX ONE HOUR WALL 6CX TWO HOUR WALL UL DESIGN U419 UL DESIGN U419 UL DESIGN U419 UL DESIGN U419 LIBERTY CLASSICAL 3 1/8" 3 1/2" 3 1/2" 4 5/8" 5" 5"INDI CATION OF MATERIALS ACADEMY PHASE 1 5/8" 1/2" 1/2" �1/2" 5/8"- 2 1/2" 1/2" 2 1/2" 1/2" 2 1/2" 1/2" Orr Orr 4„ a Q .°a BID PACKAGE 2 STRUCTURAL CONCRETE STEEL WOOD BLOCKING 5/8"TYPE"X"GYP. BD. (2)LAYERS 1/2"TYPE"X"GYP. BD. 1/2"TYPE"X"GYP. BD. 5/8"TYPE"X"GYP. BD. 1/2"TYPE"X"GYP. BD. 10158 122 nd ST N, 2 1/2"METAL C-H STUDS 24"O.C. „ HUG 0, M N 55038 2 1/2" METAL C-H STUDS 24"O.C. 2 1/2"METAL C-H STUDS 24"O.C. 4" METAL C-H STUDS 24"O.C. 4"METAL C-H STUDS 24"O.C. 4"METAL C-H STUDS 24"O.C. 1"GYPSUM SHAFTLINER 1"GYPSUM SHAFTLINER 1"GYPSUM SHAFTLINER 1"GYPSUM SHAFTLINER 1 GYPSUM SHAFTLINER 1"GYPSUM SHAFTLINER INSULATED PRECAST 1/2"TYPE"X"GYP. BD. 1/2"TYPE"X"GYP. BD. as CONCRETE PANEL ALUMINUM WOOD(FINISH) a (PLAN VIEW) ONE DESHOUR IGN U415L 11X UL U415L 12X UL U415L 13X UOND DESIGN U415L 14X UL U415L 15X UL/DESIHOUR GN U415L O O O O O SYSTEM A SYSTEM B SYSTEM E SYSTEM A SYSTEM B SYSTEM E a° a PRECAST CONCRETE PLYWOOD GYPSUM BOARD SEE PLAN 21"MINIMUM AT BACK TO 12"WIDE, FULL WIDTH 5/8"GYP. BD., 2 1/8" 2 1/8" BACK WALL HUNG TOILETS BRACING AT 48"O.C. MAXIMUM 40 5/8" 3 5/8" 3 5/8" 5/8" VERTICALLY(25 GA. STEEL STUD 1 1/2" 5/8" 1 1/2" 5/8" 5/8" BRICK INSULATION-BATT/ COARSE GRAVEL SOUND ATTENUATING BRACING OPTIONAL) 5/8"GYPSUM BOARD 1 1/2" RIGID INSULATION 3 5/8"METAL STUDS CONCRETE BLOCK INSULATION-RIGID GRADE �� �� AIR SPACE W/Z FURRING 7/0 1 1/2" FURRING CHANNELS EXISTING PARTITION-V.I.F. 5/8"GYPSUM BOARD 5/8"GYPSUM BOARD 5/8"GYPSUM BOARD 3 5/8"METAL STUDS 5/8"GYPSUM BOARD SAND/ARCHITECTURAL i STONE INSULATION-SEMI RIGID NOTE:THIS CONFIGURATION CAN PRECAST <20> NOT BE A FIRE RATED PARTITION F1 F2 F3 ALL FIRE RATED WALLS, CORRIDOR SMOKE PARTITIONS & SMOKE BARRIER ABBREVIA IONS PARTITION HEAD TYPES PARTITIONS ARE TO EXTEND TO DECK. PROVIDE BACKING/ BLOCKING IN PARTITIONS FOR WALL HUNG ITEMS. AB ANCHOR BOLT EXIST EXISTING MULL MULLION T TREAD "S" INDICATES SOUND ATTENUATING INSULATION BLANKET IN WALL CAVITY, FULL ACC ACCESSIBLE EXP EXPOSED T AND G TONGUE AND GROOVE STRUCTURAL DECK THICKNESS OF STUDS U.N.O. ACT ACOUSTIC CEILING TILE EXPAN EXPANSION NIC NOT IN CONTRACT T AND B TOP AND BOTTOM lop ADJ ADJUSTABLE EXT EXTERIOR NO NUMBER TBD TO BE DETERMINED AF ARCHITECTURAL FILM NOM NOMINAL TB TOWEL BAR o_ ^ "V" INDICATES A 6 MIL POLY VAPOR BARRIER ON THE SIDE OF THE PARTITION AWAY FROM THE CAULK AS I I SECURE THIS SECTION OF OPERATING ROOMS. SEAL VB TO ROOF DECK ABOVE AND TO FLOOR BELOW. SEAL ALL PENETRATIONS. AFF ABOVE FINISH FLOOR FD FLOOR DRAIN NOS NOSING TEL TELEPHONE PARTITION TO METAL DECK& AGG AGGREGATE FDN FOUNDATION NSF NET SQUARE FEET TEMP TEMPERED,TEMPORARY REQUIRED JOIST. MATCH PARTITION S V ALT ALTERNATE FE FIRE EXTINGUISHER NTS NOT TO SCALE TERR TERRAZZO n JOIST BEYOND TYPE OF PARTITION BELOW. L W36X ALUM ALUMINUM FIN FINISH TFE TOP OF FOOTING ELEVATION L AP ACCESS PANEL FIXT FIXTURE OC ON CENTER TKBD TACK BOARD J NUMBER INDICATES PARTITION HEAD DETAIL-SEE BELOW APPROX APPROXIMATE FL FLOOR OD OUTSIDE DIAMETER TOM TOP OF MASONRY FASTEN DEFLECTION DEFLECTION HEAD ARCH ARCHITECT(URAL) FR FIRE RATED OH OVERHEAD TOS TOP OF STEEL TRACK TO BOTTOM OF CONNECTION AV AUDIO VISUAL FRMG FRAMING OPNG OPENING TPH TOILET PAPER HOLDER METAL DECK "X" INDICATES RATED PARTITION-ALL GYPSUM BOARD TO BE TYPE"X". "X" DESIGNATION IS NOT USED ON AWP ACOUSTICAL WALL PANEL FRP FIBERGLASS REINFORCED PANEL OPP OPPOSITE TS TRANSITION STRIPS SHAFT WALLS(P10 SERIES)SINCE SHAFT WALLS ARE ALWAYS RATED AS PART OF THE BASIC TYPE. FT FOOT, FEET OZ OUNCE TV TELEVISION DE NOT ATTACH STUDS TO DEFLECTION TRACK BCS BABY CHANGING STATION FTG FOOTING TYP TYPICAL FASTEN DEFLECTION "A" INDICATES GYP. BD. ON ONE FACE OF STUDS ONLY. BD BOARD FURR FURRING PART PARTITION SEE PLAN FOR PARTITION TYPE TRACK TO BOTTOM OF "B" INDICATES ONE LAYER OF GYP. BD. ON EACH FACE OF STUDS. BLDG BUILDING FV FIELD VERIFY PERF PERFORATED UH UNIT HEATER JOIST "C" INDICATES TWO LAYERS OF GYP. BD. ON EACH FACE OF STUDS. BLKG BLOCKING PL PLATE UNFIN UNFINISHED BM BENCH MARK GA GAUGE PL GL PLATE GLASS UNO UNLESS NOTED OTHERWISE BOT BOTTOM GALV GALVANIZED PLAM PLASTIC LAMINATE UPH UPHOLSTERY PARALLEL TO JOISTS PERPENDICULAR TO JOISTS NUMBER INDICATES STUD THICKNESS("1" FOR 1 5/8"STUDS,"3" FOR 3 5/8"STUDS, ETC.) BR BRICK GB GRAB BAR PLAS PLASTER UR URINAL BRG BEARING GC GENERAL CONTRACTOR PLBG PLUMBING USF USEABLE SQUARE FEET O "M" INDICATES METAL STUD MATERIAL, "W" INDICATES WOOD STUD MATERIAL. BRKT BRACKET GF GLASS FILM PLYWD PLYWOOD BSMT BASEMENT GL GLASS OR GLAZING PREFIN PREFINISHED VAC VACUUM NON-RATED CONDITION PARTITION TYPES BTWN BETWEEN GL BLK GLASS BLOCK PROJ PROJECTION VB VINYL BASE "L" INDICATES LEAD LINED GYPSUM BOARD. SEE PLANS FOR THICKNESS AND HEIGHT ABOVE FINISHED , GLU-LAM GLUE LAMINATED PROP PROPERTY VCT VINYL COMPOSITION TILE EXTEND STUDS TO FLOOR. USE 16 GAUGE METAL STUDS @ 12"O.C. IN PARTITIONS WHERE LEAD THICKNESS EXCEEDS 1/16" CAB CABINET GSF GROSS SQUARE FEET PT PAINT VENT VENTILATOR MINERAL WOOL FIBER FIRESTOPPING STRUCTURE ABOVE TO SYMBOLS i i AND AT LOCATIONS REQUIRING LEAD PLATE. CB CATCH BASIN GT GROUT PTD PAPER TOWEL DISPENSER VERT VERTICAL BRACE WALL AS f STRUCTURAL DECK REQUIRED ABBREVIATIONS CC CUBICLE CURTAIN GTW GLASS TILE WALL PTD/R PAPER TOWEL DISPENSER&RECEPTOR VEST VESTIBULE "R" INDICATES RESILIENT CHANNEL APPLIED TO COMMON SIDE OF WALL SYSTEM CD CONSTRUCTION DOCUMENTS GYP BD GYPSUM BOARD PVMT PAVEMENT VIF VERIFY IN FIELD I I CEM CEMENT CFM CUBIC FOOT PER MINUTE HDBD HARDBOARD QT QUARRY TILE W/ WITH SECURE THIS SECTION OF FIRE CAULK AS � CG CORNER GUARD HDCP HANDICAPPED QTB QUARTZ TILE BASE W/0 WITHOUT REQUIRED o - " PARTITION TO METAL DECK& O Issues Crd Revisions: CHR CHAIR RAIL HDWE HARDWARE QTF QUARTZ TILE FLOOR WC WATER CLOSET/WALL COVERING C° LU JOIST. MATCH PART.TYPE OF SEE REFLECTED CIRC CIRCUIT(CIRCUMFERENCE) HDWD HARDWOOD QS QUARTZ SURFACE WD WOOD > JOIST BEYOND PART. BELOW. AO CEILING PLAN &ROOM SEE REFLECTED CEILING — 1 CITY SUBMITTAL 03/18/22 CJ CONTROL JOINT HT HEIGHT WDB WOOD BASE FINISH SCHEDULE FOR PLAN &ROOM FINISH CL CENTER LINE HIM HOLLOW METAL R RISER OR RADIUS WDC WOOD CEILING SCHEDULE FOR CEILING CLG CEILING HORIZ HORIZONTAL RB RUBBER BASE WDF WOOD FLOORING FASTEN FIRE-RATED DEFLECTION HEAD CEILING TYPE TYPE CLOS CLOSET HP HIGH POINT RCP REFLECTED CEILING PLAN WDV WOOD VENEER WALLCOVERING DEFLECTION TRACK CONNECTION o TOP OF WALL n TO BOTTOM OF CM CULTURED MARBLE HR HOUR RD ROOF DRAIN WDW WINDOW SEE PLAN CMU CONCRETE MASONRY UNIT HRL HANDRAIL REC RECESSED WG WIRE GLASS METAL DECK DO NOT ATTACH STUDS TO AT TEGULAR ACT,TRIM CO CLEANOUT HYD HYDRANT REF REFRIGERATOR WH WATER HEATER FIRE-RATED DEFLECTION TILES TO LAY FLAT AT U) COL COLUMN REINF REINFORCED(ING) WI WROUGHT IRON TRACK FASTEN FIRE-RATED SEE PLAN FOR PARTITIONS z CONC CONCRETE ID INSIDE DIAMETER REQD REQUIRED WP WATERPROOFING/WALL PROTECTION DEFLECTION TRACK TO PARTITION TYPE SEE PLAN FOR CONST CONSTRUCTION IN INCH REV REVERSE(D) WR WATER RESISTANT SEE PLAN FOR PARTITION TYPE BOTTOM OF JOIST SEE PLAN FOR Q CONT CONTINUOUS INSUL INSULATION RFT RESILIENT FLOOR TILE WSCT WAINSCOT PARTITION TYPE PARTITION TYPE CONTR CONTRACTOR INT INTERIOR RH RIGHT HAND WT WEIGHT/WINDOW TREATMENT CORR CORRIDOR INV INVERT RM ROOM WWF WELDED WIRE FABRIC CPT CARPET RO ROUGH OPENING PARALLEL TO JOISTS PERPENDICULAR TO JOISTS 0 CPTB CARPET BASE JAN JANITOR ROT ROTATE(D) YD YARD CR CRASH RAIL JST JOIST RR RUBBER RAIL 1 A O O O � CRS COURSE JT JOINT RSF RUBBER SHEET FLOORING I— CSWK CASEWORK RSN RUBBER STAIR NOSING CT CERAMIC TILE K PL KICK PLATE RUB RUBBER RATED CONDITION O CTB CERAMIC TILE BASE KD KNOCK DOWN RV ROOF VENT @ AT Z CTF CERAMIC TILE FLOOR KO KNOCK OUT RWL RAIN WATER LEADER (t CENTER LINE, CENTER CTW CERAMIC TILE WALL I CHANNEL NON-COMBUSTIBLE J CU CUBIC LAB LABORATORY SC SEALED CONCRETE # NUMBER(POUNDS) SMOKE STOP STRUCTURAL DECK CUH CABINET UNIT HEATER LAM LAMINATED SCHED SCHEDULE R PLATE Q LAV LAVATORY SD SOAP DISPENSER ± PLUS OR MINUS DEPT DEPARTMENT LB POUND SECT SECTION SMOKE SEAL SECURE THIS SECTION 0 ROUND DIAMETER OF PARTITION TO S SECTION DET DETAIL LCT LINOLEUM COMPOSITE TILE SF SQUARE FOOT/FEET STRUCTURAL DECK o DF DRINKING FOUNTAIN LH LEFT HAND SHC SHOWER CURTAIN SQUARE, SQUARE FOOT STRUCTURAL DECK METAL DECK&JOIST PARTITION TYPE 3A OF PARTITION TO METAL DG DECORATIVE GLASS LIN LINEAR, LINEAL SHLVG SHELVING z ANGLE DECK&JOIST DH DECORATIVE HARDWARE LMC LINEAR METAL CEILING SHT SHEET DO NOT ATTACH STUDS TO DIA DIAMETER LP LOW POINT SIM SIMILAR PARTITION RUNNER TRACK � I I JOIST BEYOND DIM DIMENSION LT WT LIGHTWEIGHT SL SHEET LINOLEUM TYPE 3A GYP BD TO DEFLECTION u o DISP DISPENSER LVT LUXURY VINYL TILE SLNT SEALANT HEAD IF NO CEILING —mil DEFLECTION HEAD DIST DISTANCE SND SANITARY NAPKIN DISPENSER CONNECTION FASTEN LONG LEG JOIST BEYOND JOIST \ DN DOWN MAS MASONRY SPF SPECIAL PAINT FINISH RUNNER TRACK TO T BEYOND 1 LAYER OF GYP BD TO GYP BD TO DEFLECTION DP DECORATIVE PANELS MATL MATERIAL SNR SANITARY NAPKIN RECEPTOR � BOTTOM OF JOIST DS DOWNSPOUT MAX MAXIMUM SQ SQUARE • DECK-CORRIDOR SIDE HEAD IF NO CEILING FASTEN RUNNER TRACK ONLY 1 LAYER OF GYP BD TO DWG DRAWING MB MARKER BOARD SS STAINLESS STEEL DEFLECTION HEAD o• TO BOTTOM OF JOIST U 41129-21249 MCB METAL COVE BASE SSB STAINLESS STEEL BASE CONNECTION _ CORRIDOR SIDE DEFLECTION HEAD- Ammisslon No: EA EACH MECH MECHANICAL SSM SOLID SURFACE MATERIAL PARTITION WILL EXTEND FASTEN RUNNER TRACK O SEE REFLECTED CORRIDOR SIDE ONLY EFC EPDXY FLOOR COATING MED CAB MEDICINE CABINET ST STONE TILE TO BOTTOM OF JOIST TO BOTTOM OF JOIST GYP BD BY G.C. CEILING PLAN &ROOM DrCWr d�: Author EJ EXPANSION JOINT MEMB MEMBRANE STF STONE TILE FLOOR FINISH SCHEDULE FOR EL VERTICAL ELEVATION MTL METAL STG STORAGE CEILING TYPE CORRIDOR SIDE CdeCkeC ELEC ELECTRIC(AL) MEZZ MEZZANINE STL STEEL PARTITION FRAMING BY ELEV VERTICAL ELEVATION/ELEVATOR MFR MANUFACTURER STN STONE WELLNESS PATIENT ROOM EM ENTRANCE MAT MH MANHOLE STRUCT STRUCTURAL SUPPLIER IF PARTITION TYPE CALLS SEE PLAN FOR PARTITION ENT ENTRANCE MIN MINIMUM STW STONE TILE WALL FOR MORE THAN 1 LAYER OF TYPE SHEET ■ EQ EQUAL MIR MIRROR SUSP SUSPENDED GYP BD STOP ALL BUT 1 AT EQUIP EQUIPMENT MISC MISCELLANEOUS SV SHEET VINYL 6"ABOVE CEILING ETC ET CETERA MLDG MOULDING SW SWITCH PARALLEL TO JOISTS PERPENDICULAR TO JOISTS EW EACH WAY MNTG MOUNTING SYS SYSTEM EWC ELECTRIC WATER COOLER MO MASONRY OPENING EXH EXHAUST MT METAL TRIM O O O TRUE SHEET SCALE C:\Revit Projects\2021\41129-21249 LIBERTY PHASE 1-BP2 W8/ y'aMrrlvPM SYMBOL LEGEND REMOVE AND DISPOSE OF EXISTING BITUMINOUS PAVEMENT SECTION REMOVE AND DISPOSE OF EXISTING CONCRETE PAVEMENT SECTION CLEAR AND GRUB I w I 0 TREE PROTECTION I POPE ARCHITECTS, INC. i 1295 BANDANA BLVD N, SUITE 200 ST. PAU L, M N 55108-2735 Li ST. (651) 642-9200 1 FAX (651) 642-1101 II I www.popearch.com x i • ° w / _ wLd KEY NOTES �V7 a�' \ a REMOVE AND DISPOSE OF EXISTING CONCRETE PAVEMENT/CURB. O w \ S ••sus / ��i \ i REMOVE AND DISPOSE OF EXISTING BITUMINOUS PAVEMENT. LiBERTY � I O OREMOVE AND DISPOSE OF TREE, STUMP, AND ROOTS. 0 w CI assr�l Academy 0 3 0 I 4 BUILDING / MISCELLANEOUS DEMOLITION, BY OTHERS. X X X X UE O X X X X X X X �. \ O SEE ELECTRICAL. -r SHED / I 5 5 W 4 I O REMOVE AND DISPOSE OF HOCKEY BOARDS. Larson OREMOVE AND DISPOSE OF BASKETBALL HOOP. 6 Engineering, Inc. w 8 REMOVE AND DISPOSE EXISTING FLAGPOLE. X m 4 o I o 3524 Labore Road OREMOVE AND SALVAGE EXISTING SIGN, RETURN TO OWNER. White Bear Lake, MN 55110 651.481.9120 (f) 651.481.9201 w I I 10 REMOVE AND REINSTALL EXISTING FENCING. www.larsonengr.com 0 ID5 I w d C 2022 Larson Engineering, Inc. All rights reserved. � o I o x " LID I 6 LLJ 5 3 0 LIBERTY CLASSICAL GF x— x x x x x x x x x x X 3 DEMOLITION NOTES � • Q ACADEMY PHASE 1 2 2 c� �— OE 0 _ a OE I 1. Verify all existing utility locations. 7 e RIP-RAP I I 10158122nd ST N, �i�. 2. It is the responsibility of the Contractor to perform or coordinate all .E.=987.28 R.E.=987.48 :R.E.=987:39 = necessary utility demolitions and relocations from existing utility locations •).E.=981.6(N) •I.E.=981.7 N I.E.-982.0 N ( ) (n HUGO MN 55038 7 ( ) E.=981.7S E.= 1. I to all onsite amenities and buildings. These connections include, but are I.E.=981.8(S) ( ) 98 8(S) Q g ' w ICE IN INVERT a I.E.=982.5(W) U '». not limited to, water, sanitary sewer, cable tv, telephone, gas, electric, io �� 12-INCH PVC �� �� 12-INCH PVC �� ° 12-INCH PVC 1 -INCH R.C.P. w' _�� » 15-INCH R .E=981.14(N) w site lighting, etc. R.E. 87. 82 NW) �NCHPVC �� + �p 3. Prior to beginning work, contact Gopher State Onecall (651-454-0002) to I.E.= .2(SE) 12 > F =962s(w) _ w a 1 locate utilities throughout the area under construction. The Contractor 7� N U U a O o I shall retain the services of a private utility locator to locate the private z �a 0 Z P Y .E.=987.54 � N = I.E.=982.3(SE) 12-1r1CNPVC E.=987.49 =987.52 °o. utilities. I.E.=983.4(SW) I.E.=982.9(E) 12-INCH PVC I.E.=982.7(E) .E.=987.54 m I.E.=983.1(SW) v I.E.=983.0(N ) I.E.=982.9(E I Q 4. Sawcut along edges of pavements, sidewalks, and curbs to remain. • 12-INCH PVC I.E.=983.2(NW) XO N W o 9 0 (n 2 I 5. All construction shall be performed in accordance with state and local <Fa. N I I standard specifications for construction.', N 8 O z 0 z D 1 O 0 C °a. (�• 3 i m m ! LIJ Cn 0 1 a o � Q U, 0 ••' • • '••f'• 7 O ♦ L •;, �{•-' ''' C _° AS GAS #AS = GAS G S GAS GA N Z _ G AS I � Y 10158 122ND STREET NORTH ° r C T T Q J � T�T T� LU T/ UE 2 X 10 �� UE IIF UE I—O— � \ O o Q ILL ° I " w . °. I 0 OVERED 0ELL ACJFS°S FBO HBO FBO F80 FBO— II �<FBO ° � BO FBO—FBO FBO FBO FE ICf) w Q DEMOLITION U 00 U °° a° ° °° x x � 0 00 p a ° 10 PLAN SHED ° a0 I Issues and Revisiors', TRASH w I BP2- Permit Set 3-22-22 ENCLOSURE o ° � • "U BCWD Comments 4-11-22 ° ° Q CD 1 &/ ° � ro OI C.) ° • g I I I � I Q w . P'Q O 0 I hereby certify that this plan, specifications or report was prepared by me or under my direct supervision D I and that I am a duly licensed Professional Engineer a under the laws of the state of Minnesota. X X X X X X X X X X X Q W 0 I Eric G. Meyer, P.E. I 1 Date: 03.22.22 Lic. No.: 44592 ry G — ... T S— GAS I Commission No- 12226016 T GAS A ... OE Tt,q�,��� � � . T( _sue- —'"R FES—�� ��_ fps , T GAS . T GAS — GAS T I Drawn b�. KBK NHST OE - 6E OE OE OE PE OE OE OE o — , a EGM N ELLER AVENUE NORTH I SHEET (FORMERLY KNOWN AS TOWNSHIP ROAD NO. 13) v I NORTH PC3PE xx�< 0 0 10 20 40 TRUE SHEET SCALE 0" 1/2" 1" P:\Projects\Projects-2022\12226016-Liberty Classical Acad Hugo- Pope\C. Design\Drawing Files\12226016 C100.dwg SYMBOL LEGEND NEW LIGHT-DUTY BITUMINOUS PAVEMENT Wo SEE DETAIL VC500 O NEW BITUMINOUS SEAL COAT SEE DETAIL 1 VC500 I I NEW LIGHT-DUTY CONCRETE PAVEMENT Wo SEE DETAIL 2/C500 \ \ NEW 12" THICK ENGINEERED WOOD FIBER \\\/ SURFACING POPE ARCHITECTS, INC. INFILTRATION BASIN SOILS AND PLANTINGS 1295 BANDANA BLVD N, SUITE 200 WITH 4" SHREDDED WOOD MULCH ST. PAUL, MN 55108-2735 WO (651) 642-9200 1 FAX (651) 642-1101 www.popearch.com I I I SEED1 SEED RESTORATION x soD SOD RESTORATION - Xw X \ / �( / X ��iX X X X Win¢ MULCH COLORED SHREDDED MULCH, 4" THICK, OVER ' G� ,( d w WEED BARRIER FABRIC. w _ w - - - - -J �a - - - - - • / > LU o _ s �sas \\ / / �\ NOTE: THE CONCRETE JOINTS ARE SHOWN ONLY FOR 11 11 1 1\ 1 / GENERAL REFERENCE TO SIGNIFY LIGHT DUTY \ \ \ \ \ \ \ U 2i z om 1 / I I i CONCRETE PAVEMENT. ACTUAL JOINTS SHALL BE \\ \\ \\ \\ \\ \\ \\ CONSTRUCTED PER PROJECT SPECIFICATIONS. O Qa5s'bcal Academy KEYNOTES ' \\\\\O\O\O\\\\\ bo SEED: I O1 NEW CONCRETE CURB AND GUTTER, SEE DETAIL 3/C500. Larson \\ \\ \\ \\ \\ \\ \\ \ W O2 NEW BITUMINOUS PAVEMENT, SEE DETAIL VC500. Engineering, Inc. O O O i� 3524 Labore Road 3 NEW CONCRETE PAVEMENT, SEE DETAIL 2/C500. White Bear Lake, MN 55110 \O \\ \ \\ \\ \\ \\ 11 o O I 4 NEW PLAYGROUND, BY OWNER. 651.481.9120 (f) 651.481.9201 X5 9 www.larsonengr.com @� CV 2 O NEW ADA PARKING SIGN, SEE DETAIL 5/C500. \\ \\ \ \\ \\ \\ O\ 8' �I a // // 0 MULCH W I O NEW ADA ACCESS AISLE SIGN ©2022 Larson Engineering, Inc. All rights reserved. \\ \\ \\ \ \\ N \\ MULCH � U O NEW ADA LOADING ZONE SIGN :D �'] ID C V O _ �--0 CD �� 2 in SEED1 \\\\\\ \\\\\\ o F& N Wl I I 1 I O NEW CURB RAMP, SEE DETAIL 4/C500. 6 v ✓ O9 NEW CANOPY, SEE ARCHITECTURAL. \/\ LIBERTY CLASSICAL \\ \\ \\ \\ \\ \\ \\ O I 10 NEW FLAGPOLE, SEE DETAIL 13/C500. / JOOOiLj 8 U co „ 1 g ' 0 I 11 NEW CRIMSON OAK, SEE DETAIL 14/C500. ACADEMY PHASE 1 \\ \\ \\ \\ \\ \\ \\ Uz - y O \ \ \ \ \ \ \ w - MU RIP RAP I I 10158122nd ST N , // // // // // // Z � II U \/\/\/\/\/\ O X .E.=98 .28 987.39 \ \ \ \ \ \ \ C) W - I.E.=982 0 N I.E.=981.E N I.E.=981.7 N H U GO M N 55038 z O O `D ( ) I.E.=981.7(S) I.E.=981.8(S) Q I.E.=981 8(S) I E IN INVE T 2 - SOD \ >> 12-INCH PVC >> > 12-1 CH PVC >> ° 12-INCH PVC ° SOD 12�CH R.C.P. >> >> » 15-INCH R .E=981.14(N) O \ \ \ \ \ \ \ ° I INFILTRATION BASIN PLANTING SCHEDULE (2" PLUGS) 887.49W) 12\NGNPVG ��� U ; 3 Q E.=982.2(S a O O /\/\/\/\/\/\/\ ❑ I.E.=982.6(W) iv - o - w ° I Q 0 3 7 N N 7 ^ 0 Z QUANTITY LATIN NAME COMMON NAME O E.=987.5419 ° LE.=982.3(SE) 12-\NGN PVG E.=987.49 I.E.=982.7(E) E.=987.54 ° \ 0 4 ARONIA MELANOCARPA BLACK CHOKEBERRY I.E.=983.4(SW) I.E.=982.9(E) 12-INCH PVC ° I.E.=983.0(N ) I.E.=983.1(SW) I.E.=982.9(E ... 12-INCH PVC I.E.=983.2(NW) d 0N/ 4 CORNUS RACEMOSA GREY DOGWOOD m LI. \ o F7 ° - ° �� I CD I 28 PANICUM VIRGATUM SWITCHGRASS a. 0 Z 20 EUPATORIUM PURPUREUM JOE-PYE WEED O C 10 g I Z °a 0 W 0 34 CAREX VULPINOIDEA FOX SEDGE \ \ (� LJJ � 42 LIATRIS SPICATA MARSH BLAZING STAR 0 W � LU Q c 0 . �j Z I 18 IRIS VERSICOLOR BLUE FLAG IRIS \ \ I 32 ASCLEPIAS TUBEROSA BUTTERFLY WEED T D AS GAS S = GAS GAS GAS GA • Z 0 38 ASCLEPIAS INCARNATA SWAMP MILKWEED Y 10158 122ND STREET NORTH 00 U T T T a J I T�T� _�T� -\W I � ® SOD 3 LLI ° OO X T 9 �F E UE UE LANDSCAPING NOTES 0 0 < ILL 1. Landscape Contractor is responsible for coordination with other contractors to protect the new improvements during landscape work activities. Report any damage to the General Contractor immediately. Ld 2. Plant size and species substitutions must be approved in writing prior to acceptance in the field. D 0 01 -bOVERED WEL� AC� SS a o 3. Landscape Contractor is responsible for ongoing maintenance of all newly installed material until time of � °.'. F.0 HBO FBO FBO FB 1 ° .8.. ° 0 Fe0 I owner acceptance. Any acts of vandalism or damage which may occur prior to owner acceptance shall g• V e °. ? ° V ° a. °. °' v v �FBO-FBO FBo FBo be the responsibility of the contractor. Contractor shall provide the owner with a maintenance program ° a p 1 including, but not limited to, pruning, fertilization and disease/pest control. PAVING AND 10 O CD 4. Landscape Contractor shall provide the owner with a watering schedule appropriate to the project site LANDSCAPE 0 00 0 °° ' ° ° x I conditions and to plant material growth requirements. 0 00 O ° ° O O O O O 00 C O 5. Landscape Contractor shall guarantee newly planted material through one calendar year from the date PLAN I of written owner acceptance. Plants that exhibit more than 10% die-back damage shall be replaced at no additional cost to the owner. The contractor shall also provide adequate tree wrap and deer/rodent SHED �� I protection measures for the plantings during the warranty period. sms and Revisions: TRASH 6. Restore all disturbed turf areas with 4" of good quality topsoil and seed or sod as indicated. Topsoil BP2 - Permit Set 3-22-22 ° ' ENCLOSURE shall not be placed in the infiltration basin. For infiltration basin areas refer to detail 10/C500 for BCWD Comments 4-11-22 . construction and restoration. 10 I Q'.p Wo Cn CD ° I I 9 I � I �r� p CJ I CCD I hereby certify that this plan, specifications or report °.. was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer a under the laws of the state of Minnesota. X X X X X X X X X X X _ Q .:;:. I0 I C W 0 I Eric G. Meyer, P.E. I Date: 03.22.22 Lic. No.: 44592 T S- GAS I Commission No: 12226016 T� T. _�._- Z =�_ T�,4S. T G.AS . T GAS T - GAS GAS 7- OE I Drawn by: KBK � OE OE OE OE OE OE OE o 1 r�2,i�ed b�: EGM iv ELLER AVENUE NORTH I SHEET PC)PAE (FORMERLY KNOWN AS TOWNSHIP ROAD NO. 13) U I NORTH 0 LIBEI T 0 10 20 40 TRUE SHEET SCALE 0" 1/2" 1" P:\Projects\Projects-2022\12226016- Liberty Classical Acad Hugo- Pope\C. Design\Drawing Files\12226016 C200.dwg GRADING NOTES SYMBOL LEGEND 1. Tree protection consisting of snow fence or safety fence installed at the I ----' 950 ---- EXISTING CONTOURS drip line shall be in place prior to beginning any grading or demolition 950 PROPOSED CONTOURS - MAJOR INTERVAL work at the site. I FDC)PE o -- 949 PROPOSED CONTOURS - MINOR INTERVAL 2. All elevations with an asterisk (*) shall be field verified. If elevations ----- ------- GRADE BREAK LINE vary significantly, notify the Engineer for further instructions. I �2.0% GRADE SLOPE 3. Grades shown in paved areas represent finish elevation. SILT FENCE, SEE DETAIL 7/C500 SEDIMENT LOG, SEE DETAIL 8/C500 4. Restore all disturbed areas with 4" of good quality topsoil and seed. See Landscape Plan for additional requirements. w 0000000 ROCK CONST. ENTRANCE, FIELD LOCATE, DETAIL 6/C500 5. All construction shall be performed in accordance with state and local standard specifications for construction. INLET PROTECTION, SEE DETAIL 9/C500 POPE ARCHITECTS, INC. 1295 BANDANA BLVD N, SUITE 200 SPOT ABBREVIATIONS: ST. PAU L, M N 55108-2735 0 950.00 TC TC -TOP OF CURB (651) 642-9200 I FAX (651) 642-1101 949.50 GL GL - GUTTER LINE www.popearch.com GO - GUTTER OUT B - BITUMINOUS C - CONCRETE XW o/ X / / X �� I X X X X a / oil TW-TOP OF WALLOVERFLOW I I a �� .I. I w \ - BW- BOTTOM OF WALL (F/G) - / 986 I \ (*) - EXISTING TO BE VERIFIED s / I / 984 / ---- -------- ------------------- 986 / / 1 I 1 1 985 984 -- --------- / / / I I I I I CIa l Academy 987 986 =--� / I to I I EROSION CONTROL NOTES \/ Z cn - ' w J / /N 1. Owner and Contractor shall obtain MPCA-NPDES permit. Contractor shall be responsible for all Q p M N I / / / / I I c� I fees pertaining to this permit. The SWPPP shall be kept onsite at all times. Xz Z v I // / // // N I `� 1 2. Install temporary erosion control measures (inlet protection, silt fence, and rock construction Larson v) 0 w z SILT FENCE ,I / / u_ / ' entrances) prior to beginning any excavation or demolition work at the site. \\ \\ \\ \\ \\ \\ \\ O 0- a- 0 z o M �Z I o / ,/ w / ,/ / I w I Engineering, Inc. = 0 1 w / / I o I I 3. Erosion control measures shown on the erosion control plan are the absolute minimum. The Q r- o o / 1 / / / I 3524 Labore Road \\ \ \ \ \ \ \ \ / / I contractor shall install temporary earth dikes, sediment traps or basins, additional siltation fencing, \ \ \ \ \ \ m o o � m I / / White Bear Lake, MN 55110 \ \ \ \ \ \ \ w Q w J z J 1 and/or disk the soil parallel to the contours as deemed necessary to further control erosion. All I / 1 651.481.9120 f 651.481.9201 � � Lu J O O � / CID� � � / I changes shall be recorded in the SWPPP. > ~ z Y Q ~ = v / Z/ \ 00 I // ' / I www.larsonengr.com \\ \\ \\ \\ \\ \\ \\ U J X 0O Q Of m \ I / `'S 4. All construction site entrances shall be surfaced with crushed rock across the entire width of the SILT FENC / entrance and from the entrance to a point 50' into the construction zone. w J U m O Of \ / / rn It w Z w Z / / / / I w I 11 ©2022 Larson Engineering, Inc. All rights reserved. °o. °o > � - / \ 1 / / // / o 5. The toe of the silt fence shall be trenched in a minimum of 6". The trench backfill shall be \\ \\ \\ \\ \\ \\ \\ °' °' O Q / / / // / /, �, U compacted with a vibratory plate compactor. \ I E0 \ // SILT FENCE 1 6. All grading operations shall be conducted in a manner to minimize the potential for site erosion. \\ \\ \\ \\ \\ \\ \\ // I \ Sediment control practices must be established on all down gradient perimeters before any up gradient land disturbing activities begin. J J , , / / / , , LIBERTY CLASSICAL \ \ \ \ \ \ \ / / 7. All exposed soil areas must be stabilized as soon as possible to limit soil erosion but in no case � ti o= / / / I I / / /w II�< I I later than 14 days after the construction activity in that portion of the site has temporarily or IN v \\ / I // / / o ' I 1 permanently ceased. Temporary stockpiles without significant silt, clay or organic components ACADEMY PHASE 1 \\ \\ \\ \\ \\ \\ \\ rn 00 rn 00 \ / / / I / // / I (e.g., clean aggregate stockpiles, demolition concrete stockpiles, sand stockpiles)and the / / \ RIP-RAP/ I I I constructed base components of roads, parking lots and similar surfaces are exempt from this 10158122nd ST N, 1 requirement. \\ \\ \\ \\ \\ \\ \\ .E.=98 .28 7. R.E.=987.39 / I 1 / / I I I \ \ \ \ \ \ \ I.E.-9820(N) I.E.=981.6(N) I.E.=981.7(N) \ I ) / /-� / I I (/')I H V GO, M N 55038 // // // I.E._981 8(S) E.=981.7(S) I.E.=981.8(S) \ / / I / I 8. The normal wetted perimeter of any temporary or permanent drainage ditch or swale that drains / / c w - E IN INVERT I \ \ \ \ \ \ \ � a J water from any portion of the construction site, or diverts water around the site, must be stabilized \ \ \ \ \ \ \ Z. >> 12-INCH PVC >> >� 12-INCH PVC 12-INCH PVC >> 12- CH R.C.P. >> >> >> 5-IN H R E=981.14 N) / / I within 200 lineal feet from the property edge, or from the point of discharge into any surface \ \ \ \ \ \ \ / \ I water. Stabilization of the last 200 lineal feet must be completed within 24 hours after connecting // // 87.49 C 7 I I �� / / / / / - 82.3(NW) 121NGHP� ° ; 1 I I i p \�' `)' / g' `11 CO I to a surface water. Stabilization of the remaining portions of any temporary or permanent ditches \\ \\ \\ \\ \\ \\ \\ I.E.=982.2(W)) > 1 I I I / I I Q I O or swales must be complete within 14 days after connecting to a surface water and construction in I.E.=982.6(W) '� a = � w a / Z a ° 2 .)¢ I I I that portion of the ditch has temporarily or permanently ceased. � N � I I I c� l z p p Y p Y .E.=987.54 C I.E.=982.3(SE) 12�NGNP� E.=987.49 I.E.=982.7(E) E.=987.54 ' I I �' 1 1 I I I I Q 9. All riprap shall be installed with a filter material or soil separation fabric and comply with the I.E.=983.4(SW) I.E.=983.9(E) 12-INCH PVC I.E.=983.0(N ) I.E.=983.1(SW) - - - - I.E.=982.9(E / I I Minnesota Department of Transportation Standard Specifications. 12-INCH PVC I.E.=983.2(NW) I m I. d I / I I I I w I I O p p p I I I t o ICI = gU I I Q 10. All storm sewer catch basins not needed for site drainage during construction shall be covered to 1 ` 1 I a I I I I I I Icy I ~ I prevent runoff from entering the storm sewer system. Catch basins necessary for site drainage I I I I 11 I O Z during construction shall be provided with inlet protection. INLET PROTECTION TYP Z w I I I / 1 I I Q 11. In areas where concentrated flows occur(such as swales and areas in front of storm catch basins SILT FENCE I u- I °a 0 I � u- I I / N I I I I I W C.) and intakes)the erosion control facilities shall be backed by stabilization structure to protect those o I 1 � // "a 1 I i I II � Q I facilities from the concentrated flows. T 00 0°' 5.0% m x I I / I 1 1 I I ~ Z I 12. Inspect the construction site once every seven days during active construction and within 24 ° I I I I hours after a rainfall event greater than 0.5 inches in 24 hours. All inspections shall be recorded I l GAS GAS .- Z O in the SWPPP. / ° S GAS I GAS = GAS GAS I N Y 13. All BMPs must be repaired, replaced, or supplemented when they become nonfunctional or the sediment reaches 1/3 of the capacity. These repairs must be made within 24 hours of discovery, 10158 122ND STREET NORTH � °..T. T- TAT w ' < J I or as soon as field conditions allow access. All repairs shall be recorded in the SWPPP. I � 7 ® v I LLI 1 14. If sediment escapes the construction site, off-site accumulations of sediment must be removed in El rn 00 UE UE 2 a manner and at a frequency sufficient to minimize off-site impacts. X UE UE o 0� () O 15. All soils tracked onto pavement shall be removed daily. LL ° I 0 16. All infiltration areas must be inspected to ensure that no sediment from ongoing construction activity is reaching the infiltration area and these areas are protected from compaction due to vE $ BIO-LOG w 1 construction equipment driving across the infiltration area. a bOVERED I Q 17. Temporary soil stockpiles must have silt fence or other effective sediment controls, and cannot be d; a t ° /� [� ay. I placed in surface waters, including stormwater conveyances such as curb and gutter systems, or °WELIr JyCCi a SS FBO 9 FBO�FBO- I conduits and ditches unless there is a bypass in place for the stormwater. FB0p a '[� �- HBO FBO FBO U -FBO- NI. a a a a ° FBo Fa° FBo� 18. Collected sediment, asphalt and concrete millings, floating debris, paper, plastic, fabric, ° GRADING AND ° i I I construction and demolition debris and other wastes must be disposed of properly and must w Q comply with MPCA disposal requirements. EROSION ° CONTROL a° da ° a X X O O O I 19. Oil, gasoline, paint and any hazardous substances must be properly stored, including secondary O a. ° I containment, to prevent spills, leaks or other discharge. Restricted access to storage areas must PLAN i be provided to prevent vandalism. Storage and disposal of hazardous waste must be in a . ° Q 1 compliance with MPCA regulations. SHED ° ��' sms and Revisions: 1 20. External washing of trucks and other construction vehicles must be limited to a defined area of the TRASH a w I site. Runoff must be contained and waste properly disposed of. No engine degreasing is allowed BP2- Permit Set 3-22-22 v� ENCLOSURE o �V onsite. .. a � BCWD Comments 4-11-22 a ° 21. All liquid and solid wastes generated by concrete washout operations must be contained in a a Q a I CD leak-proof containment facility or impermeable liner. A compacted clay liner that does not allow washout liquids to enter ground water is considered an impermeable liner. The liquid and solid J� I wastes must not contact the ground, and there must not be runoff from the concrete washout operations or areas. Liquid and solid wastes must be disposed of properly and in compliance with a:� w MPCA regulations. A sign must be installed adjacent to each washout facility to inform concrete o I a equipment operators to utilize the proper facilities. CD a 22. Upon completion of the project and stabilization of all graded areas, all temporary erosion control facilities (silt fences, hay bales, etc.)shall be removed from the site. a (n I 23. All permanent sedimentation basins must be restored to their design condition immediately Q following stabilization of the site. cD w . 24. Contractor shall submit Notice of Termination for MPCA-NPDES permit within 30 days after Final IStabilization. I hereby certify that this plan, specifications or report a.. was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer a under the laws of the state of Minnesota. X X X X X X X X X X X _ Q w I Eric G. Meyer, P.E. i P Date: 03.22.22 Lic. No.: 44592 T S- GAS I Commission No. 12226016 �- - T� T. ._ MEER Z =�_ � T T T GAS T - GAS GAS 7- 0 I Drawn KBK flS E ��, A� T r� � y � E OE OE OE OE OE OE OE 0 a! ; Checked b�: EGM L N 75 ELLER AVENUE NORTH a I SHEET (FORMERLY KNOWN AS TOWNSHIP ROAD NO. 13) U I NORTH Ld v N - - - - - - - - O BERI Y 0 10 20 40 TRUE SHEET SCALE 0" 1/2" 1" P:\Projects\Projects-2022\12226016- Liberty Classical Acad Hugo- Pope\C. Design\Drawing Files\12226016 C300.dwg SYMBOL LEGEND O STORM MANHOLE CTV CABLE UNDERGROUND LINE O CATCH BASIN OE ELECTRIC OVERHEAD LINE UE ELECTRIC UNDERGROUND LINE CURB INLET F0 FIBER OPTIC UNDERGROUND LINE P(3PE ® FLARED END GAS GAS NATURAL GAS UNDERGROUND LINE > > SANITARY SEWER PIPE ' O SANITARY MANHOLE » STORM SEWER PIPE GXHYDRANT —T—T— TELEPHONE UNDERGROUND LINE I I I WATERMAIN PIPE H GATE VALVE & BOX >> DT DRAINTILE PIPE ® WATER SHUTOFF LIGHT POLE POPE ARCHITECTS, INC. I I 1295 BANDANA BLVD N, SUITE 200 ST. PAU L, MN 55108-2735 (651) 642-9200 FAX (651) 642-1101 www.popearch.com I UTILITY NOTES X LIJ 1. It is the responsibility of the contractor to perform or coordinate all necessary utility connections and Y >1 w /. / X add X X X - ` relocations from existing utility locations to the proposed building, as well as to all onsite amenities. —Lu — — °� ' r — — �-0� / These connections include but are not limited to water, sanitary sewer, cable TV, telephone, gas, / ^ w � _ �/ �� �a a — electric, site lighting, etc. rn m 00 � / s 2. All service connections shall be performed in accordance with state and local standard II II I I\ I 1 / specifications for construction. Utility connections (sanitary sewer, watermain, and storm sewer) m > - I / /I\ may require a permit from the City. \ Uz 0mLIBERTY \\ \\ \\ \\ \\ \\ \\ 3. The contractor shall verify the elevations at proposed connections to existing utilities prior to any ` II arl Aca de m demolition or excavation. \\ \\ \\ \\ \\ \\ \\ W 4. The contractor shall notify all appropriate engineering departments and utility companies 72 hours prior to construction. All necessary precautions shall be made to avoid damage to existing utilities. \\ \\ \\ \\ \\ \\ \\ Q 5. Storm sewer requires testing in accordance with Minnesota plumbing code 4714.1109 where located within 10 feet of waterlines or the building. Larson \\ \\ \\ \\ \\ \\ \\ 6. Maintain a minimum of 7 1/2 of cover over all water lines. Where 7 1/2' of cover is not provided, install Engineering n c. 2" rigid polystyrene insulation (MN/DOT 3760)with a thermal resistance of at least 5 and a 3524 Labore Road compressive strength of at least 25 psi. Insulation shall be 8'wide, centered over pipe with 6" sand White Bear Lake, MN 55110 \\ \\ \\ \\ \\ \\ \\ o cushion between pipe and insulation. Where depth is less than 5', use 4" of insulation. I 651.481.9120 (f) 651.481.9201 7. Install water lines 12" above sewers. Where the sewer is less than 12" below the water line (or www.larSonengr.Com above), install sewer piping of materials approved for inside building use for 10 feet on each side of a O the crossing. ©2022 Larson Engineering, Inc. All rights reserved. \\ \\ \\ \\ \\ \\ \\ 0 U 8. See Project Specifications for bedding requirements. LL oLD L0 \\ \\ \\ \\ \\ \\ \\ LIBERTY CLASSICAL 0 CO ACADEMY PHASE 1 � v � � \ \ \ \ \ \ \ 00 - vI w z Co RIP-RAP CD 10158122nd ST N, z P: II \ \ \ \ \ \ \ Z `� HUG 0, M N 55038 \ \ \ \ \ \ \ O X > . RE 987.39 \ \ \ \ \ \ \ U W Z (I.',�E��998821,6"2(,8) I.E.=981.6(N) I.E.=981.7(N)E.=98NVER I.E.=981.8(S) E9818(S) I E IN INVERT >> 12-INCH PV5> 12 INCH PVC ° 12-INCH PVC 12-INCH R.C.P. 15-INCH R >) .E=981.14(N) R.E. 87.49 PVC V 1 I 82.3(SE) a ° 12-\ > > Q \ \ \ \ \ \ \ I.E.=982.2( N \ \ \ \ \ \ \ I.E.=982.6(W)W) = N w a CD 0 � a E.=987.54 N c I.E.= 987.SE) \NGNPVC E.=987.49 1987.52 u LL I 0 12 I.E.=982.7(E) .E.=987.54 I.E.=983.4(SW) I.E.=982.9(E) 12 INCHPVC I.E.=983.0(N ) I.E.=983.1(SW) ° I.E.=982.9(E O I 0N 12-INCH PVC I.E.=983.2(NW) a o. . L 1_ = o CD Q 0 z z 0 0 °a 3 L U a o LLJ =a Q (n z GAS O A` GAS AS GAS GA N z � I 10158 122ND STREET NORTH ° T T ® T T -� w 0 ° �E UE U � O a \ ° Q OVERED ° o. a I ,WELL ACCi SS BO nQ 0 a"': o.'. 5.. ° 9EBQ FBO FBO FBO FB0 FBO FBO FBO- °. a V o v o Ip v 0❑U� QQ UTILITY UH 0 ' ' ' `U W 0 00 0 Q � I PLAN SHED sues and Revisions: a TRASH BP2- Permit Set 3-22-22 ENCLOSURE "v BCWD Comments 4-11-22 v V / I Q e. O a'o a' 9 $ I Cn Q ° a. P.v W I I �.. 0. I Q I hereby certify that this plan, specifications or report a. CD was prepared by me or under my direct supervision y and that I am a duly licensed Professional Engineer a under the laws of the state of Minnesota. X o� I Eric G. Meyer, P.E. Date: 03.22.22 Lic. No.: 44592 O TG AS GAS Commission No: 12226016 —�— — �' Drawn b KBK OE OE OE OE OEOE EGM Checked b�: iv ELLER AVENUE NORTH I SHEET (FORMERLY OWN AS TOWNSHIP ROAD NO. 13) U NORTH 0 0 10 20 40 TRUE SHEET SCALE 0' 1/2' 1" P:\Projects\Projects-2022\12226016-Liberty Classical Acad Hugo- Pope\C. Design\Drawing Files\12226016 C400.dwg 12" /--NEW 3" BITUMINOUS PAVEMENT PLACED IN 2 LIFTS NO PARKING 00 PARKING VEHICLE ID Fi n F. Oo�O�Oo�O�Oo�O�Oo�O�Oo�O�Oo�O�Oo�O�Oo�O�Oo O REQUIRED 0� O�Oo O�Oo O�Oo O�Oo O�Oo O�Oo O�Oo O�Oo Oo ACCESS LOADING ••• ••• UP TO $200 FINE ZONE NEW 8" BASE FOR VOCATION AISLE ••• ••• AGGREGATE ::: ::: IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII000 III=III=III=III=III=III=III=III=III=III=III=III=III ••• ••• ACCESSIBILITY SIGN BEEHIVE CASTING AND COVER: I NEENAH R-4353 APPROVED SUBGRADE SOIL 2.5 LB./FT. FLANGED MINIMUM OF 2, MAXIMUM OF 5 CONCRETE CHANNEL SIGN POST RINGS WITH FULLBED OF MORTAR (MNDOT 3401) PLAN Od1ra BETWEEN EACH AND A 4" COLLAR OUTSIDE. POPE ARCHITECTS, INC. LIGHT-DUTY BITUMINOUS PLACE EXTERNAL CHIMNEY SEAL. 6" PRECAST REINFORCED CONCRETE SLAB. 1295 BANDANA BLVI N, SUITE 7200 35 6"0 SCH. 40 STEEL PIPE ST. PAU L, M N 55108-2735 1 PAVEMENT SECTION FILL WITH CONC. PAINTED 2 BASKETS WITH 400 MICRON FILTER d a ° Q SEAL WITH 2 BEADS OF RAM-NEK. (651) 642-9200 1 FAX (651) 642-1101 50 NOT TO SCALE TRAFFIC YELLOW BAGS. TO BE CHECKED PERIODICALLY AND www.popearch.com s 400 MICRON FILTER CLEANED OUT AFTER EACH RAIN EVENT _ d BAG IN EACH BASKET FITS NEENAH 1642 AND ALL JOINTS IN MANHOLE TO HAVE 1733 FRAMES OR EQUAL d e. O' RING RUBBER GASKETS. , d ° ti. d . . .... . � A. MANHOLE STEPS, COPOLYMER POLYPROPYLENE j�cQ 8 d0 cQgj 8�0 c 5" PLASTIC, WITH 1/2" GRADE 60 STEEL NEW 4" PORTLAND CEMENT CONCRETE O 00 00 O 00 c _ d oo�o Qoo Q000�000Q000�c REINFORCEMENT OR EQUAL, 16" O.C. L0 0 0o ad' : . o0 0 00 LU 4- A =111-I 1=1 1=111=I 1=111= ••••••• m VARIABLE PRECAST CONCRETE SECTION ° a d a° ' a — Ln d; I ••••••• a.. .• Q 4'-0" TYPICAL d° d d d d : I—I 1 I I III—III—III—I a ••••••• ` d , .. .. • ••• • _ Q PIPE SHALL BE CUT OUT FLUSH III III I `` : , °� I III I1 I I i 000 000 000 000 000 000 000 000 000 = d _ ••.•••• a' WITH INSIDE FACE OF WALL. Clas�iL iAcad my Oo O Oo O Oo O Oo O Oo O Oo O Oo O Oo O Oo O Oo I=11 III III=11 =11 I- d WATERTIGHT CONNECTION QOOOQOOOQOOOQOOOQOOOQOOOQOOOQOOOQOOO -111— 1-1 1-111— 1 I. (GROUT RING, TYPICAL) NEW 6" BASE —III 1II .. lII-1�I—�1 a ... ':: ...:::'...:.:::•: AGGREGATE NOTE: I I 1 I1 .' a: d I1 I I1 1- d —III—III—III—III—III—III—III—III—III—III—III—III—I :. ; , .... a- I I—I 11- III1 I I1 I1 I I1 I1 I I1 I1 I I1 I1 I I1 I1 I I1 I I�— =1 = — III d L a rs o n ANY SIGN FREE STANDING IN co d =1 I=1 I I=1 I=1 I I-1 1=1 I I=I 1=1 I I=I I=1 11=I 1=1 I I=1 ASPHALT PARKING LOT SHALL -1 I III III=1 11=1 I I I - 1=I I I=1OR 14' 1 =I I I=111=I I I=11 =111—I II I=11 =1 I„I BE MOUNTED AS SHOWN. -III=III III III III 1 I - ° ° dd DEPMINITH. NCREASEUM SLAB ITHICKNESS CKNESS I 1" FOR OR EVERY Engineering, Inc. 3500 P.S.I. CONCRETE � 3524 Labore Road 12"0 PROFILE WITH #4 REBAR @ g'EE THAN 14', AND REINFORCE White Bear Lake, APPROVED SUBGRADE SOIL MN 55110 651.481.9120 (f) 651.481.9201 CONCRETE I N FRASAFE I N LET STORM SEWER www.larsonengr.com ACCESSIBLE PARKING PROTECTION DEVICE (OR EQ. 12 MANHOLE DETAILCONSTRUCTION DETAIL 5 SIGN AND POST DETAIL g ) 50 @2022 Larson Engineering, Inc. All rights reserved. 50 NOT TO SCALE 50 50 NOT TO SCALE NOT TO SCALE NOT TO SCALE LIBERTY CLASSICAL PRE-MIXED PLANTING MEDIUM: PLAISTED'S RAIN GARDEN ACADEMY PHASE 1 BACKFILL WITH NEW 8" 12" PEAT MIX (80% SAND, 20% PEAT),OR EQUAL. PLANTING SHREDDED MULCH AND GOOD QUALIT FP�'� MEDIUM SHALL PROVIDE 4"/HR INFILTRATION RATE AT NATIVE PLANTINGS, SEE NT FLAGPOLE WITH 10158122nd ST N TOPSOIL AND SEED/SOD 6 �3 �OgJ� OPT SPECIFIED COMPACTION, VERIFY W/SUPPLIER. PLANTING SCHEDULE INTERNAL HALYARD 1= I 1=III-11 a SLOPE NEW BITUMINOUS �P \G� JJ oo S , VARIES EXTEND MODIFIED SOIL UP SLOPES _ O HUG , MN 55038 III III—III ° d °. 3/4" PER FT. PAVEMENT (PER PLAN) TO POND OUTLET ELEVATION �, II1 1III11 a ,NIduN�il�ti�ddu,�iu, ,, E I d Sl0, �WA,)(R PLAN OPE PMpXI A 8 _ _ �3 ALUMINUM COLLAR =1 I III=11 � �_ ° ° III—III—III - 1 . 6" OF 1" TO d - - — O O O O O O O —III IIII Io �—III—III—I —III—III—I 48" 2 DIA ROCK.Q 00� — — — — — — 0 00 00 00 00 00 00 MIN`0 0 0 0 0 0 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0 0 I I—III—I I I I—III—I 0 0 0 — 0 0 0 0 - _ 0 0 0 0 0 0 0 0 o�o II—III /III—III 0 III—III -111 I O�QO �QOO�QQQQOQQQOQQQOQQQOQQQO MNDOT STANDARD o0 —1 //\\//\\ 0°0°`0°0°0°0°0°0000 //\//\//\// /\//\//\//\\//\\//\\//\ —_ 1 ° D O O D O D O D O D O D O D O o 0 0 0 0 0 0 0 �--�r NEW BASE SPECIFICATION 3733 TYPE V =1 1 1 \\\\\\\ °o°o°o°o°o°o°o \\\ \\ \\ \� \\\\\\\ \\\\\\\\\ I 1=1 EXCAVATE POND BOTTOM TO EXISTING PERMEABLE G 0 0 0 0 0 0 0 o d ° d d 111=III=111 11 =111=11 =111=11 =111=11 =111=11 =I AGGREGATE PERMEABLE GEOTEXTILE O EXISTING SOILS = ///\//\// 0000000000000 //\/�\/�\/��8" M�N�/ / ///// = SOILS. REMOVE AND DISPOSE OF EXISTING TOPSOIL ° ; _ _ _ _ III—II ° ° ° ° ° ° � II—III- FABRIC BENEATH ROCK VARIES: \ \\ \\ °00°00°00°00°00°00 \\/\\/\\/\\/ \\/\\/\\/\\/\ AND ANY SOILS NON-CONDUCIVE TO INFILTRATION. 4 1=1 I 11=1 I =I I 1=III=I I=III=1 I=III=1 I=III=1 1= —III1 I 0°0°0°0°0° // // // // // // // // // / I1 I I SEE GEOTECH REPORT. d° .. FULL WIDTH OF EXISTING _ _ o°o°o°o _ _ a d. ° ° III II 0 0 0 0 _ _ _ _ _ _ I I I I SEALANT ° . 0 0 0 0 0 n. a" DRIVEWAY OPENING OR — °o°o°o° III—III—III—� � �— °0°0° -III—III—III—III—III—III—III—III—III—I ° � 6" APPROVED SUBGRADE SOIL 18" MIN. HIGH CUT-OFF BERM TO 20' MIN. WIDTH. —III=III=III=III—�I 11=1 =1 I 1=1 =1 I 1=1 =1 I 1=1 =1 I 1=1 = LOOSEN/DECOMPACT SOIL BELOW a MINIMIZE SILT RUNOFF FROM SITE. — — — — — — — — — — — — — I BASIN BOTTOM, 18" MINIMUM DEPTH. 12"O GROUND SLEEVE d . d° ° d ?. e° d. B612 CONCRETE REMOVE FILL SOILS TO NATIVE SP-SM SOILS CURB & GUTTER DETAIL AND REPLACE WITH CLEAN SAND. VERIFY °. ` a d a w 3 6 ROCK CONSTRUCTION ENTRANCE ON-SITE WITH GEOTECHNICAL ENGINEER. ° . w 50 NOT TO SCALE 50 NOTES: SAND ° NOT TO SCALE ° ° ° a d � 1. THE EXISTING SOILS SHALL BE PROTECTED FROM COMPACTION DUE TO CONSTRUCTION TRAFFIC. ° ° AREAS SHALL BE STAKED AND MARKED OFF, WITH ONLY LOW IMPACT EQUIPMENT (TRACKED OR MNDOT 3Y43 ° d ° SIMILAR)ALLOWED. CONCRETE e d d } INFILTRATION BASIN b LL d a W WEDGES a . °a 00 - // WIRE MESH REINFORCEMENT 10 CONSTRUCTION DETAIL d °. : d (HIGH FLOW AREAS) 50 NOT TO SCALE BASE PLATE ENGINEERING FABRIC SLEEVE SUPPORT 44 PLATE AND d a G / N, GROUNDING ROD ° / METAL, WOOD POST, OR STAKE. / 8' MAX. SPACING, 2' INTO GROUND. °a. . ' ° FABRIC ANCHORAGE ° ° / TRENCH. BACKFILL WITH ��0 \ TAMPED NATURAL SOIL � A 42" \- DIRECTION FO T� 5 G OF RUNOFF ?: I I I I 1=III NEW SEAL COAT RESURFACING ''�� ° �+ �P+ i= -I =1 I I-1 11=1 I I- FLAG POLE DETAILS lh.. ROUT, STERILIZE, AND SEAL WITH III—III—I I II I III—III—III- EXISTING BITUMINOUS FOUNDATION DETAIL HOT APPLIED ELASTOMERIC CRACK 6" I=111= 111 I 1 11 111 111 I 1 SEALANT%4"x%4" MINIMUM PAVEMENT 13 Issues and R?visiors: 50 BP2- Permit Set 3-22-22 NATURAL SOIL 1 1-1 11-1 1 1—I 1-1 11-1 1 1=1 NOT TO SCALE BCWD Comments 4-11-22 A 0 �g0 �g0 �g0 �g0 �g0 �g0 �g0 �g0 g0� FAA S NOTE: DEPENDING UPON CONFIGURATION, ATTACH FABRIC TO WIRE MESH �UQ��U���UQ��UQ��U���U���UQ��U���U LOAF -7 N WITH HOG RINGS, STEEL POSTS WITH WIRES, OR WOOD POSTS WITH STAPLES. �0�00�00 00�00 00�00 00�00 00�00 00�00 00�00 00�00 0o C EXISTING BASE �xcFF NET ° SILT FENCE AGGREGATE �? TYPEING 7 INSTALLATION DETAIL RESURFACING AND CRACK METHOD AL TAL METHOD - 6' METAL 6, 50 NOT TO SCALE DECIDUOUS TREE POSTS AND RUBBER 11 SEAL REPAIR DETAIL AS PER SCHEDULE q— — — HOSE STRAPS 50 NOT TO SCALE �i CONIFEROUS TREE II AS PER SCHEDULE / � II v HOSE LOOPS O / 3 GUYS EACH 0 GAUGE WISTED WIRE 120 DEGREES / \ COLORED I I APART AROUND TREE I hereby certify that this plan, specifications or report FLAGS I I TURNBUCKLE was prepared by me or under my direct supervision // \ 8" CURLEX SEDIMENT LOGS® WOOD STAKE OR SAND BAG 1 PER WIRE I and that I am a duly licensed Professional Engineer / � I I 6" DEEP MULCH, HOLD under the laws of the state of Minnesota. BACK 2" FROM STEM. WOOD STAKE TO ONLY PENETRATE BETTING, SOD NOT CURLEXRMATERIAL FOLD BACK =1irr g: 1= — o�o� BURLAP AND 24" STAKE TYP. Eric G. Meyer, P.E. 70, ��o� REMOVE ALL o GROUND =__ PLACE PLANTING FLOW �o TIES WOR " "' "' "' Date: 03.22.22 Lic. No.: 44592 WIRES FROM 18 MEDIUM SOILS 7,, + TOP OF BALL SCARIFY ALL SIDES EQUALS TWICE ER BALL AND BOTTOM OF 12226016 z EXCAVATED HOLE �C�"� �iaawn KB K Drawr b�, <,qN N r��_��red b EGM 14 TREE PLANTING DETAIL TYPE 2 NOTES: 50 NOT TO SCALE SHEET 70" 1. STAKE OR SAND BAG SPACING SHALL BE 2 FEET O.C. ACCESSIBLE RAMP DETAIL 8 SEDIMENT LOG DETAIL 4IQLOY NOT TO SCALE 50 NOT TO SCALE TRUE SHEET SCALE 0" 1/2" 1" PAProjects\Projects-2022\12226016-Liberty Classical Acad Hugo- Pope\C. Design\Drawing Files\12226016 C500.dwg EXTERIOR MATERIAL FINISH SCHEDULE MATERIAL ID MATERIAL MANUFACTURER FINISH COLOR LOCATION p(3pE PCAST- 1 PRECAST CONCRETE MOLIN EXPOSED BUFF TO MATCH BRICK BASE OF COLUMNS WALL PANELS AGGREGATE MP- 1 ALUMINUM ALPOLIC KYNAR BNT WHITE REFACE EXISTING CANOPY COMPOSITE FLASH- 1 CAP FLASHING CGM KYNAR BONE WHITE NEW CANOPY COPING FLASH-2 MISC. SIDING FIRESTONE KYNAR BONE WHITE MISC.-SEE ELEVATIONS 0.1 0.2 POPE ARCHITECTS, INC. FLASHING FLASH-1 1295 BANDANA BLVD N, SUITE 200 FIELD PAINTED FC-4 ST. PAU L, M N 55108-2735 FC- 1 FIBER CEMENT LAP JAMES HARDIE SMOOTH FINISH COLOR: BENJAMIN MOORE SEE ELEVATIONS (651) 642-9200 FAX (651) 642-1101 SIDING WHITE DOVE OC-17 FIELD PAINTED FC-1 ENTRY PARAPET www•popearch.com FC-2 FIBER CEMENT JAMES HARDIE SMOOTH FINISH COLOR: BENJAMIN MOORE SEE ELEVATIONS PANELS(SOFFIT) WHITE DOVE OC-17 FC-3 FIBER CEMENT JAMES HARDIE SMOOTH FINISH FIELD PAINTED VENTED SOFFIT 16" COLOR: BENJAMIN MOORE - SEE ELEVATIONS MP-1 WHITE DOVE OC-17 FIELD PAINTED FC-4 FIBER CEMENT TRIM JAMES HARDIE SMOOTH FINISH COLOR: BENJAMIN MOORE SEE ELEVATIONS OPENING HT BOARD 5.5" WHITE DOVE OC-17 109'-0" FCR 1 FIBER CEMENT JAMES HARDIE SMOOTH FINISH FIELD PAINTED VE� — --- $ COLOR: BENJAMIN MOORE SEE ELEVATIONS IT REVEAL WHITE DOVE OC-17 FC-4 B.O. EXIST 108F0" FLASH-2 IBE- RTY NOTE: Classical Academy y THE "BASIS OF DESIGN" MATERIALS FOR THE PROJECT ARE LISTED ON THE SCHEDULE ABOVE. SEE SPECIFICATIONS FOR ADDITIONAL MATERIAL INFORMATION AND OTHER APPROVE D SUBSTITUTIONS. FLASH-2 FLASH-2 4PRECAST-1 PRECAST-1 LIBERTY CLASSICAL FIRST LEVEL 100'-0" ACADEMY PHASE 1 BID PACKAGE 2 10158122nd ST N, HUG 0, MN 55038 3 CANOPY WEST ELEVATION C3.1 1/411 = 1 '-011 G G.1 H I J PINMOUNT CAST ALUM SIGN-ALIGN WITH LAP FLASH-1 SIDING AND CENTER OVER OPENINGS _1___i FONT TYPE:VERDANA FC-4 HEIGHT: V-0" COLOR:TO BE SELECTED BY ARCHITECT FC-1 ENTRY PARAPET WALL SCONCES PROVIDED 114A" BY OWNER INSTALLED BY CONTRACTOR _ OPENING HT 109'-0" FC 4 B.O.EXIST FFIT 108'-0" FLAS 2 FLASH-2 LjPRECAST-1 FIRST LEVEL 100'-0" EXTERIOR ELEVATIONS, 2 CANOPY SOUTH ELEVATION EXTERIOR MATERIAL C3.1 1/411 = 11-011 FINISH SCHEDULE z Issues crd Revisions. 0 1 CITY SUBMITTAL 03/18/22 I— C) H U) 0.2 0.1 z FLASH-1 O U FC-4 NN L.� FC-1 ENTRY PARAPET 0jL 0 114'-0" L L_ MP-1 O T.O.EXIST ROOFKAB z 111'-0" OPENING HT J 109'-0" Q FC-4 FLASH-2 m FLASH-2 PRECAST-1 FIRST LEVEL U ommisslon No: 41129-21249 100-0 Drcwr b�: Author Checked b : A Che er ■ 1 CANOPY EAST ELEVATION SHEET C3.1 1/411 = 1 '-011 TRUE SHEET SCALE C:\Revit Projects\2021\41129-21249 LIBERTY PHASE 1-BP2 Luminaire Schedule Symbol Qty Label Arrangement LLF Description Arr. Watts Lum. Lumens 1 AA3 Single 0.851 RAYON T349LEDB-240-XX-40K-T3 MOUNT ON 25FT POLE WITH 3FT BASE LLF ADJUST FOR 40K 239.89 24621 1 AA4 Single 0.851 RAYON T349LEDB-240-XX-40K-T4 MOUNT ON 25FT POLE WITH 3FT BASE LLF ADJUST FOR 40K 239.77 24708 3 AA52 Back-Back 0.851 RAYON T349LED-240-XX-40K-T5 MOUNT ON 25FT POLE WITH 3FT BASE LLF ADJUST FOR 40K 479.74 25032 Uj [a ' Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min 43 SITE GROUND Illuminance Fc 1 .01 6.8 0.0 N.A. N.A. 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PULSE PRODUCTS DOES NOT ASSUME RESPONSIBILITY °' °.a 1.2 4 3.4 3 i°:z 3.2 °' °' °' °' °' °' °' °' °°' 3.2 3.2 3.3 .3 -03 0.3 03 3.3 3.2 3.2 FOR THE INTERPRETATION OF THIS CALCULATION OR 0.0 0.1 0. o.a os os AGC'ELs� 1 0 o.z o.z 10.2 o.1 0.1 o.i o.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0. 0.1 0.1 0. 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Q z COMPLAINCE TO THE LOCAL STATE OR FEDERAL -a�+w " 0.1 _ - " �M "w a,w -w OH .1 oHw > > 0.1 0.� o.z o.a 5 0.7 os 0.1 0.1 10.1 0.1 0. 0.1 0.1 0.0 0 0.0 0.0 0.0 0.0 0.0 C0.1 0.1 0.1 0. 0.1 0.1 0.1 0.0 0.0 0.0 LIGHTNG CODES OR ORDINANCES. Qb yas--0-5 0.5 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o { {�- �'A df -�,1 1t{ !1'h 1 IA1A 1 J4 �N I-r% �J�1 A +1 A � 1 B. LIGHTING LAYOUT IS NOT INTENDED FOR CONSTRUCTION - - 122ND TREET°NO Tl °. °.° ' ° °�°fr 4fvq.°�- i°.3r a.°r .O.pv v�°+ °.° ,�-f.° �w !°.3r °.° r �.�-1 }ram° Pw °.° ,°1 O DOCUMENTS BUT ONLY TO ILLUSTRATE THE PERFORMANCE ---- _ _ _ _ _ ---1&--------- O F THE PRODUCT. �� W8- � I 45J.00 �� �o�r �� -WUCC R*H F QF WA Y) _.. I w `/ CE ZEE M�� �� � yr o.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 .0 0.0 0.0 0.0 0.0� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.00 0.0 0.0 P 0.0 0.0 M C. ALL READINGS/CALCULATIONS SHOWN ARE SHOWN ON Plan View W_ OBJECTS/SURFACES. Scale: 1 inch= 40 Ft. Z PAGE 1 OF 1 A POINT 1313.0 FEET NORTH OF THE—, ALTA/NSPS LAND TITLE SURVEY FOR. SOUTHEAST SECTION CORNER AND THE \ INTERSECTION OF THE EAST SECTION LINE OF \\ EAST LINE OF THE SOUTHEAST QUARTER- L I b e I�� Classical Academy SECTION 36 AND THE CENTER LINE OF \ 'E 1 y COUNTY ROAD NUMBER 6 --\� � _ N00'19'34 1313.00� \ �--•LS 26004 ` I \ 1 -SOUTHEAST CORNER OF ems. yl \I SEC. 36, TWP 31 N., RGE. 21 W. WASHINGTON COUNTY, MINNESOTA SEE SHEET 2 OF 2 FOR EXISTING CONDITIONS I I I I LEGAL DESCRIPTION: I That portion of the Northeast quarter (NE 1/4) of the Southeast quarter (SE 1/4) of Section Thirty-six (S36), Township OWNER: MARVIN & JANET ZAHLER TRUST OWNER: RUSTY & SHERYL FERGUSON o i Thirty-one North (T31N) Range Twenty-one West (21W), described as follows, situated in Washington County, Minnesota. ADDRESS: 70292 122ND STREET NORTH ADDRESS: 10284 122ND STREET NORTH PARCEL NO: J60J121410001 PARCEL NO: J60J121410014 I '9p, i Starting from a point on the East section line of said section, a distance of 1313.0 feet, north of the Southeast Section `0 � corner thereof, said point being the intersection of the East Section line of Section 36 and the center line of County Road I I j Number 6; thence deflect to the left on an angle of 90 degrees 16 minutes along the center line of County Road Number 6, a distance of 1302.7 feet, to the point of beginning of the property to be described, said point being the intersection of SO 33 34 W 863.00 -TT2" IRON PIPE i the center line of County Road Number 6 and the center line of Township Road Number 13; thence deflect to the right on an angle of 90 degrees 30 minutes, along the center line of Township Road Number 13, a distance of 863.00 feet to a DNR MONITORING WELL-� /� point; thence deflect to the right on an angle of 90 degrees 30 minutes, a distance of 453.0 feet to a point; thence Q 13 H o deflect to the right on an angle of 90 degrees 30 minutes, a distance of 863.0 feet to a point on the center line of i County Road Number 6, thence deflect to the right on an angle of 89 degrees 30 minutes along the center line of County \ -ELEC. PANELS-, i Road Number 6 a distance of 453.0 feet to the point of beginning and there terminating; subject to Count Road number C, ° $9 P 9� 9 9� j Y P 1 1 6, Right-of Way of 33 feet, and Township Road number 13, Right of way of 33 feet. + p❑Hw� ° OHW ❑ ❑ ❑ o\� 22.0 0 o N SHED < Abstract property n r- / \ 22.o I � 77 -rr- I_, I I❑ �, GENERAL SURVEY NOTES: ❑ � U/—� I \ _ �� 1. The orientation of this bearing system is based on the Washington County coordinate grid (NAD 83-2011 Adj.). TI I r A \T o N l ID o i 2. The legal description and easement information used in the preparation of this survey is based on the Commitment for Title Insurance prepared by North Shore Title as agent for Old Republic National Title Insurance Company, Commitment - No. NST213160 dated November 3, 2021 at 8:00 AM. 3. The surveyed property has direct access to 122nd Street North and Keller Avenue North, both being public right of ways. o ° - 4. This survey shows only those Improvements visible during the field survey, some structures and improvements covered by �❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑� + 1 i o ice and snow, or underground may not be shown. OHW OHW RIP-RAP �, (;) OPTIONAL TABLE A ITEMS:ELQ SS ss Ss a 1. Monuments have been placed at all major corners of the surveyed property described hereon, unless already marked or SS 442 71 N referenced by existing monuments or witnesses in close proximity to the corner. A\ -CO <_ 2. The address of the property described hereon is 10158 122nd Street North, Hugo, Minnesota 55038 El--� / SIGN /� ro , O 3 z 3. The property described hereon lies within Flood Zone X per Federal Insurance Rate Map No. 27163CO144E, dated T 41.7 N ....25.O'' 168.4' s -> February 3, 2010. 4. The total area of the property described hereon is 390,924 square feet or 8.97438 acres. The area of the property �2 �• hereon described less areas used for right-of-way purposes is 348,587 square feet or 8.00246 acres. 3.2 \I v m fr' a 33 - - 33 J \ 1 13; \ \ 11.9 i � - 6a. No zoning report or letter was received from the insurer pursuant to Optional Table A Item 6(a), as set forth in the ' OVER / N - 2021 Minimum Standard Detail Requirements for ALTA NSPS Land Title Surveys.16s.4 I �� i� i 1 L 9 a �. OVERHANG O � q / \\ 10158122NDSTREETNORTH ---- ----- Tc = LIj, 6b. No zoning report or letter was received from the insurer pursuant to Optional Table A Item 6(b), as set forth in the 1-STORY BRICK BUILDING ° Tc Tc P") 2021 Minimum Standard Detail ALTA for Requirements NSPS Land Title Surveys. (BUILDING FOOTPRINT AREA=33,078 SQUARE FEET) E q / N41 s N125.0N`25 s Id- 7a. Exterior building dimensions are depicted hereon. ------ -------------------------- 395.7 ---------------------------------------------- ea to 707 o Li, 8. Substantial features observed in the process of conducting the fieldwork are depicted hereon. -o 0 0 0 0 0 0 0 "i .27.s ------- - - ------------ ---------- - --- o N / Ol7ERD : - 203.0 - 11a. Existing utilities, services and underground structures shown hereon were located either physically, from existing records v DO • ° 1ya wECL°ACG&ss Fo b made available to us, by resident testimony, or by locations provided by Gopher State One Call, per Ticket No. N ° Fo .N 213281357. However, lacking excavation, the exact location of underground features cannot be accurately, completely z^ 14.7' ti 123 o Fo and reliably depicted. Where additional or more detailed information is required, the client is advised that excavation W ° o 00 o g o o ,-TRASH may be necessary. Other utilities and services may be present and verification and location of all utilities and services o ° ° F •� o i23 ° ° ENCLOSURE LL should be obtained from the owners of the respective utilities prior to any design, planning or excavation. n N f TENNIS COURT Z 11b. A private utility locate was provided by Zone One locating, on December 17, 2021. Other utilities and services may be Z N ° SHED present and verification and location of all utilities and services should be obtained from the owners of the respective N"' • "� W utilities prior to any design, planning or excavation. Ld 1s.o,� I / z N Z • / �_- Q O 18. The plottable offsite easements or servitudes disclosed in documents provided to the surveyor are depicted hereon. � V V ° h Z Cr QN ° TIVAVi \,I ° LLJ o SURVEY ITEMS PER SCHEDULE B: o° ° I /__ f- /` M W o ITEM 9: Final Certificate for Condemnation of Lands filed March 7, 1955 in Book 193 of Deeds, page 473 as Document No. 179837. \ • ° M ;j \\1 " W j Said Final certificate affects the surveyed property. No plottable items to depict. 0 0 0 0 0 0 0 0 ° I �/\ p ITEM 10: Highway Easement dated February 26, 1969, filed March 21, 1969, as Document No. 273046. \° \ O O Z Said easement does not affect the surveyed property. -o 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 /' .72.6 \ N ITEM 11: Special Use Permit dated August 6, 1990, filed September 26, 1990, as Document No. 642115. N z v Said special use permit is temporary in nature and expired in 1996. N � ITEM 12: Certificate of Verification (Order) filed May 20, 2019 as Document No. 4193838. it TC G 909oHW T� OHW OHW o T-QI OH T- Tra T 4E Said Certificate of Verification affects the surveyed property. No plottable items to depict. OHW OHW OHW OHW OHW ACCESS ITEM 13 i Li o I ITEM 13: Rights of the public in right of way for 122 Street North and Keller Avenue North, as laid out and traveled. KELLERAVENUE NORTH r LEA Ar-�)I �, , N I/lIA/n I A ^ T1-) IA1N I^ 1I %1 7 rl I\ I%1 1 ( I U I \ I V I L_I \ L_ I I r \ I \I L/ v v I v i-1 I �/ v v I \1 ;��I I \ L/i-1 LJ \1 �/. 1 -1 / i -CENT ------ (66 FOOT WIDE PUBLIC RIGHT OF WAY) ER LINE OF COUNTY ROAD 122nd Street North and Keller Avenue North are depicted on the survey. �/ , GE 6 AND THE CENTER LINE OF TOWNSHIP ROAD NO. 13 - (POINT OF BEGINNING) CERTIFICATION: NO'33'34"E 863.00 CENTER LINE OF TOWNSHIP ROAD N0. 13\ To Liberty Classical Academy, 10158, LLC, a Minnesota limited liability company, Independent School District No. 834, a 9p moo. i public corporation under the laws of Minnesota, North Shore Title and Old Republic National Title Insurance Company: o This is to certify that this map or plat and the survey on which it is based were made in accordance with the 2021 Minimum Standard Detail Requirements for ALTA/NSPS Land Title Surveys, jointly established and adopted by ALTA and NSPS, and includes Items 1, 2, 3, 4, 6(a), 6(b), 7(a), 8, 11(a), 11(b) and 18 of Table A thereof. The fieldwork was SECTION 36, T 31 N, R 21 W completed on December 17, 2021. Date of Plat or Map: December 23, 2021 LEGEND: I oco CLEAN OUT 0 MAILBOX o ChristolAer A. Terwedo MOR® CATCH BASIN cr' FLAGPOLE c^terwedo©efnsurvey.om 3536 1 � I > FLARED END SECTION • BOLLARD N I r I ❑o ROOF DRAIN (OUTLET) HANDICAPPED PARKING SPACE CULVERT He HANDICAPPED PARKING SIGN I w :> AUTO SPRINKLER C} BASKETBALL HOOP - \ - ? — - ® ELECTRIC METER Mc METAL COVER I w SITE I ❑E ELECTRIC OUTLET POST —° ° °— CHAIN LINK FENCE 0 40 80 120 0 J ❑H HANDHOLE ° WOOD FENCE J LZ 122ND STREET IN UTILITY POLE E UNDERGROUND ELECTRIC Y Z GUY WIRE OHW OVERHEAD WIRE SCALE IN FEET Z POWER POLE WITH LIGHT w WATERMAIN J I I�Q © COMMUNICATION BOX T UNDERGROUND TELEPHONE • FOUND IRON MONUMENT �Y p GAS METER c UNDERGROUND GAS O FOUND DISC RISER TREELINE SET® SET PK NAIL SIGN BITUMINOUS SURFACE SET IRON MONUMENT MARKED FO FIBER OPTIC SIGN VICINITY MAP WITH LICENSE NUMBER 53536 NO SCALE ecH BENCH CONCRETE SURFACE (90`30�) RECORD DEFLECTION ANGLE GRAVEL SURFACE FIELD BOOK PAGE FIELDWORK REVISIONS SURVEY FOR: PROPERTY ADDRESS: CHIEF: SK N0. DATE DESCRIPTION 475 Old Highway 8 NW, Suite 200 1 2022 02 18 ADDED EXISTING CONDITIONS SURVEY ON SHEET 2 ALTA/NSPS New Brighton, Minnesota 55112 DRAWN BY: PHONE: (612) 466-3300 DRAWING NAME: LS LibertyClassical Academy10158122nd Street North . DAV FAX: (612) 466-3383 40364.dwg CHECKED LAND TITLE SURVEY Hugo, Minnesota 55038 Egan, Field & Nowak, Inc. WWW•EFNSURVEY.COM JOB NO. 40364 BY: COPYRIGHT© 2021 By EGAN, FIELD & NOWAK, INC. FILE NO. CT land surveyors since 1872 SHEET 1 OF 2