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5. PC Packet - Laurel Ridge Preliminary Plat+ 1 | P a g e Date of Meeting: May 7, 2024 To: Chair Loeffler and Members of the Planning Commission From: T.J. Hofer, Consultant City Planner Re: Zoning Map Amendment, Site Plan Review for a Major Project, Preliminary Plat, and Wetland Review for PID 22.032.20.13.0001 Applicant: Dwayne Sikich, Continuum Development Group LLC Zoning: RR-G Owner: Mitchell Johnson, Etal Susan Sandager Future Land Use: Village Neighborhood Location: 13942 205th St. N. 22.032.20.13.0001 Review Deadline July 17, 2024 The applicant is requesting approval for a zoning map amendment (rezoning), site plan review for a major project, preliminary plat, and wetland review to subdivide a single 39.47-acre parcel for single-family residential development to be known as Laurel Ridge. The proposed subdivision would create eight lots for development. Access to the lots would be via new individual driveways along 205th Street North. The Unified Development Code (UDC) classifies the proposed project as a major project as it does not meet the requirements of a minor project. The subdivision procedure requires approval of a preliminary and final plat. If approved, the applicant will need to submit an application for final plat. To approve the preliminary plat the rezoning must be approved concurrently. BACKGROUND The application for the Laurel Ridge was originally submitted on June 4, 2023, as a 13-lot subdivision. The 2040 Comprehensive Plan sets the density of the Village Neighborhood future land use at 1 unit per 1.5 acres and conflicts with the density of the Village Neighborhood (V-N) zoning district, 4 units per 40 acres or 1 unit per 2.5 acres if certain conditions are met as outlined in the UDC. The Planning Commission and City Council reviewed the application and noted concerns with the application. The City Council initiated a moratorium on August 15, 2023, that prohibits new uses, developments, or subdivisions within the V-N zoning district. The 2 | P a g e Council elected to not extend the moratorium to the Laurel Ridge subdivision with a request to the developer to revise their concept based on Council and staff comments. At the September 19, 2023, City Council meeting the applicant presented a new concept for an eight-lot subdivision and discussed potential issues with the Council. The Council ultimately acknowledged that the development could move forward under the existing Comprehensive Plan standards and expressed favorable opinions towards the revised concept. The applicant also requested that the City waive any requirements for improvements to the street on the basis that the reduction in total lots would not support improvements to the street. The Council was amicable to the request but did not approve a motion or resolution. The existing property is a 39.47-acre single parcel that is zoned Rural Residential General. The property is guided by the 2040 Comprehensive Plan as Village Neighborhood. The site is currently used for agricultural purposes and contains one dwelling unit. The existing dwelling unit would be demolished with the proposal. There are two wetlands on the site, and the applicant submitted a wetland delineation for the proposed subdivision. Due to the site's size, the topography has large changes with low and high points throughout each parcel but generally slopes from the high side on the east to the low side on the west. Parcels surrounding the parcel are zoned Rural Residential General (RR-G) and are either vacant and used for agricultural purposes or used for single family dwellings. One parcel along the northeastern side of the parcel is currently zoned Village Neighborhood and contains a small structure. EVALUATION OF REQUEST Rezoning The subdivision would create eight lots with lot sizes ranging from 4.38 to 4.49 acres. The current zoning of this land is RR-G and the rezoning request is to rezone the parcel to Village Neighborhood (V-N). The proposed lot areas would be allowable within the V-N zoning district. The UDC states that a zoning map amendment should be judged based, but not limited to: a. The specific policies and provisions of the City’s adopted Comprehensive Plan, including public facilities and capital improvement plans. b. Whether the proposed action meets the purpose and intent of this Chapter or in the case of a map amendment, it meets the purpose and intent of the individual Base Zoning District. The Village Neighbor (V-N) Base Zoning District is described as: Land zoned Village Neighborhood is established to designate growth areas surrounding the Village Center and is generally intended to be developed with single-family residential uses. These lands are guided Village Neighborhood in the adopted Comprehensive Plan. 3 | P a g e The proposed rezoning is for a subdivision to allow for eight single-family dwellings and the lot is guided Village Neighborhood. This meets the purpose and intent of the Base Zoning District. Preliminary Plat Lot Standards The dimensions of the proposed lots compared to the V-N dimensional standards are as follows: Table 1: Zoning District Standards V-N Laurel Ridge Density UDC 4 DU / 40 acres or 1 DU/1.5 acres* 8 units / ~ 40 acres or 1 unit / ~5 acres Comp Plan 1 DU/ 2.5 acres Minimum Lot Size (ac.) 1.5 acres 4.38 acres Minimum Lot Width (ft.) 100 238.71 Buildable Area 1 acre 1.83 acres Setbacks** (ft.) Front 50 >50 Side 20 >20 Rear 50 >50 Maximum Lot Coverage** 35% 35% *Maximum Density and corresponding lots sizes may only be achieved if public water and sewer is available and the parcel or lot is hooked up to municipal service **Building pads are shown on the submitted plans. Actual setbacks and impervious surface area will be reviewed with the build ing permit submitted with each future lot. The proposed layout submitted by the applicant is consistent with the requirements for the V-N district within the UDC, aside from density. Density is determined by the 2040 Comprehensive Plan and the proposal is consistent with the 2040 Comprehensive Plan. Staff has included a condition that any development on the lots must be the current ordinance’s dimensional standards, building type and materials, and architectural standards. Utilities The proposed lots would be served by individual septic systems and well. The applicant has submitted a preliminary approval from the Washington County Department of Public Health. Each lot will be served by a private well to be located and installed with each lot individually. It must be constructed in accordance with all rules and regulations of the Minnesota Department of Health. 4 | P a g e All private and public utilities must be placed underground. Public and private improvements shall comply with standards set forth in the City’s Engineering Standards and Detail Specifications. Stormwater Management The applicant is proposing stormwater management on the site through eight separate basins. These basins are low spots on the parcel and the existing wetland. The applicant is proposing drainage and utility easements over the basins. The City Engineer and Public Works Director have identified concerns regarding the proposed management as there are issues including ownership and maintenance of the basins and stormwater being directed over public streets and private driveways. Streets, Access, and Parking The plat will dedicate right-of-way for 205th Street North and Novak Avenue North. 100 ft. of right-of-way is proposed for 205for 205th St. N. and 30 ft. of right-of-way is proposed for Novak Ave. N. This is consistent with the required standards within the City’s Engineering Standards. The UDC requires that within the V-N zoning districts unless otherwise approved by the City, streetlights must be installed at all intersections and at other locations as required by the City Engineer. Staff is not recommending streetlights as part of the proposal. No improvements are proposed to either street. The proposal shows each lot with an induvial driveway access off of 205th Street North. Within the 2040 Comprehensive Plan 205th St. N. is identified as a minor collector. Spacing for private driveways located on collectors is identified as variable within the UDC. The access spacing is consistent with the UDC. An escrow deposit may be required to ensure construction of the driveway to City standards, including installation of any required culvert. The UDC establishes criteria for when the City should require a traffic study for residential development at 50 dwelling units. The City has not required a traffic study for the proposal. Parking is required to be provided at a rate of 2 spaces per single family dwelling (UDC, Table 153.400.080-1). Parking will be required when the lot is developed and will likely be provided through garages or driveway parking. Landscaping and Woodland Preservation Table 153.400.060-1 of the UDC establishes landscaping requirements for single-family residential uses and requires five trees per dwelling unit. The applicant is proposing planting at least five trees on each lot except Lot 3, Block 1 and Lot 4, Block 2 both of which are heavily wooded. Trees fulfilling the requirements for landscaping may not be less than 25% deciduous and not less than 25% coniferous. The applicant is proposing 33.4% coniferous trees (12 trees) and 66.6% deciduous trees (24 trees). 5 | P a g e The applicant has provided a ground cover seeding plan. All front, side, or rear yards facing a right-of-way must be treated with a ground cover material consisting of either lawn and/or native prairie grasses. The ground cover must be established one year from the date of occupancy. The submitted plan appears to comply with the UDC. The UDC requires a Woodland Preservation Plan to be prepared for any preliminary plat where significant trees or significant woodlands exist in the proposed construction zone. The applicant has prepared a tree inventory and replacement plan prepared by a forester and a landscape architect. The applicant is proposing to remove 44 trees for a total of 432 caliper inches. Using Table 153.400.070-1. Significant Tree Replacement Schedule Option C the applicant will replace the removed trees with 152 deciduous trees and 48 coniferous trees, for a total of 200 trees. These plantings are largely proposed along proposed lot lines and along the borders of proposed stormwater basins. The City can require changes to planting locations to ensure the best possible layout to preserve significant trees and significant woodland and to enhance the efforts to minimize damage to significant trees and woodland. Plantings are shown on the northwestern corner of Lot 1, Block 2. While the proposed right-of-way for Novak Ave N. along Lot 1, Block 2 will not be improved, staff recommend that the plantings shown in the sight triangle for the intersection be relocated elsewhere. Staff have included a condition that the plan be revised. The Woodland Preservation Plan is subject to a warranty of two years and a performance guarantee to ensure the plantings remain healthy and are not negatively impacted by construction activity. Staff have included this as a condition of approval. Wetlands and Natural Resources A wetland delineation and notice of decision (NOD) from the Washington Conservation District has been submitted and appears to meet the requirements of the UDC. One wetland was identified on the site located near the center of the parcel on the north side. The delineation also notes an offsite wetland on the south side of the parcel. Staff have confirmed with the Washington Conservation District that the wetland is a Manage 2 wetland. Manage 2 wetlands require a 50 ft. setback for structures and impervious surfaces and a 75 ft. setback for sewage treatment systems. Proposed Lot 2, Block 1, contains existing structures and a driveway. The existing driveway is nonconforming based on setback from the wetland on the site and will need to be relocated in order to be conforming. Staff has included this as a condition of approval. The applicant has not submitted any information regarding the use of solar energy systems. Staff does not believe that the use of passive or active solar energy systems would be prohibited by the proposal. Easements The applicant has provided 10 ft. drainage and utility easements along all lot lines, over the wetland delineated on the site, and over the proposed stormwater management basins. 6 | P a g e As noted above, staff believe that the stormwater management on the property needs to be modified to be consolidated and to avoid overflowing roads and driveways. There are multiple easement issues with the property that staff anticipates will change with revisions. The applicant is proposing on site stormwater management where a drainage channel will traverse the subdivision. Easements must be provided along each side of the centerline of any watercourse or drainage channel to a sufficient width to provide proper maintenance and protection and to provide for stormwater runoff and installation and maintenance of drainage system. Signs No sign has been proposed. Any signs, proposed in the future will be subject to 153.400.100 of the UDC. Architectural Design Standards. The proposed subdivision will fall within the Character Area: Village Districts (V-N, V-C, and V-HC ). Character Area Standards within the Village districts are established for any multifamily residential, commercial, and industrial uses that proposes a new structure, expansion, or modification of an existing structure. Based on the exception for single-family detached residences, the Character Area Standards do not apply to the application, but development on each lot will be reviewed with the associated building permit for conformance with the code where applicable. Parks and Trails The Scandia Comprehensive Trails Master Plan Report (Trails Master Plan) and Comprehensive Plan show the Big Marie Loop Trails along 205th St. N. This trail will be located within the right-of-way of 205th St. N. Generally, improvements to streets within right-of-way would be completed as part of development. The applicant proposed not completing street improvements with the right-of-way dedication as part of a reduction in the total number of lots to better reflect the intent of the City. Parkland Dedication Creation of new lots through the subdivision process triggers the park land dedication requirements of the UDC (153.500.090 Subd. 5). This requirement calls for either 5% of the land in the subdivision be dedicated to the city for parks, or a cash payment in lieu of land be paid to 7 | P a g e the city. The amount of cash to be paid in lieu of land dedication shall be based on the fair market value of the land to be subdivided at the time of final plat approval, multiplied by the percentage of land required to be dedicated. If cash in lieu is pursued, the following options are listed in the UDC: 1. The City and the developer may agree as to the fair market value; or 2. The fair market value may be based upon a current appraisal submitted to the City by the subdivider at the subdivider’s expense. The appraisal shall be made by appraisers who are approved members of the SREA or MAI, or equivalent real estate appraisal societies. 3. If the City disputes such appraisal the City may, at the subdivider’s expense, obtain an appraisal of the property by a qualified real estate appraiser, which appraisal shall be conclusive evidence of the fair market value of the land. 4. The developer may pay a cash fee of $3,000 for each residential unit created as the presumptive fair market value of the land for which cash is paid. 5. Cash and Land Combination. The City, upon consideration of a particular development, may require that a lesser parcel of land should be dedicated due to particular features of the development. In such cases, a cash contribution shall be required in addition to or in lieu of the land dedication in order to ensure that the development contributes to the park system in rough proportion to its impact. Staff recommends that the City require cash-in-lieu of land at the rate of $3,000 for each residential unit, for a total of $24,000. Development Agreement All subdivisions of land that result in three or more lots may be required to enter into a Development Agreement with the City. The Development Agreement shall be executed by the City Council and may not be amended without the approval of the City Council. Staff is included a condition that requires a development agreement. ANALYSIS Review Comments The submittal was sent to city staff and other regulatory agencies for review and comment. Carnelian-Marine-St. Croix Watershed District The Carnelian-Marine-St. Croix Watershed District has provided comments and the comments are attached. The Watershed has issued conditional approval for the project. 8 | P a g e Washington Conservation District The Washington Conservation District approved the Notice of Decision for the wetland delineation and has provided the MnRAM assessment for the wetland. Engineering Department The City Engineer provided a comment letter noting issues with the plans. The largest issue noted by the City Engineer has to do with the stormwater management plans. The plans do not currently conform to the adopted standards within the City including drainage across private property without easements and directing stormwater overtop public streets and driveways. The City Engineer is requesting substantial revisions to the plans that could lead to layout changes within the development plans and plat. Public Works Department The Public Works Director provided comment regarding construction traffic and the stormwater management plan. The Director noted that construction traffic should be limited to certain streets within the City to limit disruption to nearby neighborhoods. Routes for construction traffic will be decided on with the Development Agreement that is required for the project. The Director had additional concerns regarding the stormwater management. The proposed stormwater basins will need to be maintained in perpetuity and the existing budget and capacity of the Public Works Department will not be able to accommodate the maintenance of seven new stormwater basins for a single development. Fire Department The Fire Chief had no comment. Staff Analysis Staff finds that the proposed plan is generally consistent with the Comprehensive Plan and Zoning Ordinance, with the exception of the stormwater management plan. Where the plan is not consistent, staff has included conditions to bring the proposal into compliance. Staff believes that the proposal for the rezoning is generally in compliance with the requirements outlined within the UDC. The rezoning is consistent with the future land use shown in the 2040 Comprehensive Plan and the proposed use meets the definition of the V-N zoning district. The Planning Commission shall recommend approval of the preliminary plat if it conforms with the City’s Comprehensive Plan and this Chapter. 153.500.080 Subd. 4 X. d. states the Commission shall recommend denial of the preliminary plat if it makes any of the following findings: i. That the proposed subdivision is in conflict with the City’s Comprehensive Plan, this Chapter, Capital Improvements Program, or other policy or regulation. 9 | P a g e ii. That the physical characteristics of the site, including but not limited to topography, vegetation, susceptibility to erosion and siltation, susceptibility to flooding, water storage, and retention, are such that the site is not suitable for the type or intensity of development or use contemplated. iii. That the design of the subdivision or the proposed improvements are likely to cause substantial and irreversible environmental damage. iv. That the design of the subdivision or the type of improvements will be detrimental to the health, safety, or general welfare of the public. v. That the design of the subdivision or the type of improvement will conflict with easements on record or with easements established by judgment of a court. vi. That the subdivision is premature as determined by the standards of this Chapter. The City Engineer has identified a number of issues with the stormwater management plan that are unlikely to impact the layout of the overall development, but changes may be required. Ultimately, staff believes the Planning Commission should review the most complete and conforming plans possible. Staff recommend the application be tabled till the June 4, 2024, Planning Commission meeting, pending the submittal of revisions to the stormwater management plan that address the concerns from the City Engineer. Staff believes that aside from the issues outlined by the City Engineer, the proposed plan does not meet the any of the standards of denial outlined above. Staff has reviewed the plan for consistency with the applicant standards outlined in the Comprehensive Plan and UDC. Staff noted in the staff report the outstanding issues that must be addressed and has included conditions in the attached draft resolutions to address these issues. The Planning Commission may recommend modifications to these conditions. COMMISSION ACTION The Planning Commission can do one of the following: 1. Recommend approval, with or without conditions, of the attached ordinance and resolutions. 2. Recommend denial, with findings, of the attached ordinance and resolutions. 3. Table the request for further review/study. Staff recommends that the Planning Commission open the public hearing for the rezoning and preliminary plat, receive any and all comments, request revisions to the stormwater management plan to address the concerns from the City Engineer, and table the item till the June 4, 2024 meeting without closing the public hearing. Staff have prepared a draft resolution of approval that are likely to change with additional revisions and submittals. 10 | P a g e RECOMMENDATION Staff recommends the Planning Commission open the public hearing for the rezoning and preliminary plat, receive any and all comments, request revisions to the stormwater management plan to address the concerns from the City Engineer, and table the item till the June 4, 2024 meeting without closing the public hearing. Attachments A. Draft Ordinance 2024-XX Amending the Official Zoning Map B. Draft Resolution XX-XX-24-XX Approving Findings of Fact for Rezoning C. Resolution XX-XX-24-XX Approving Preliminary Plat and Site Plan for “Laurel Ridge” D. Location and Zoning Map of the Subject Property E. 2040 Future Land Use Map F. Application G. Certificate of Survey H. Development Plans I. Preliminary Plat J. Figure 2 Delineation Map, Delineation Report K. City Engineer Comments L. Public Works Comments M. Watershed Comments N. Washington Conservation District Comments CITY OF SCANDIA ORDINANCE NO. 2024-XX AN ORDINANCE AMENDING THE OFFICIAL ZONING MAP TO REZONE THE PROPERTY WITH PID 22.032.20.13.0001 FROM RURAL RESIDENTIAL GENERAL (RR-G) TO VILLAGE NEIGHBORHOOD (V-N) The City Council of the City of Scandia, Washington County, Minnesota hereby ordains: Section 1. Amendment. The official Zoning Map, as adopted in 153.200.020 Subd. 1 of the Unified Development Code of the City of Scandia is hereby amended to change the designation of the following described property from Rural Residential General (RR-G) to Village Neighborhood (V-N): The Southwest quarter of the Northeast quarter in Section 22, Township 32 North, of Range 20 West. Section 2: Effective Date. This ordinance shall be effective upon its passage and summary publication according to law. Passed and adopted by the City Council of the City of Scandia this ___ day of ________, 2024. ____________________________________ Christine Maefsky, Mayor ATTEST: Kyle Morell, City Administrator CITY OF SCANDIA, MINNESOTA RESOLUTION NO. XX-XX-24-XX APPROVING FINDINGS OF FACT FOR REZONING FOR THE PROPERTY LOCATED AT PARCEL ID 22.032.20.13.0001 WHEREAS, Dwayne Sikich of Continuum Development Group (the “applicant”), on behalf of Mitchell Johnson, Susan Sandager, and Sandra Brom (the “owners”), has requested approval to rezone 39.47 acres legally described as follows: The Southwest quarter of the Northeast quarter in Section 22, Township 32 North, of Range 20 West; and WHEREAS, the Planning Commission reviewed the request at a duly noticed Public Hearing on May 7, 2024, and recommended that the City Council approve the request with conditions; WHEREAS, the City Council has adopted an Ordinance 2024-XX rezoning the affected parcels from Rural Residential General (RR-G) to Village Neighborhood (V-N); NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF SCANDIA, WASHINGTON COUNTY, MINNESOTA, that it should and hereby does support the request for the reclassification of the property, based on the following findings and conditions: 1. The site is identified as Village Neighborhood in the future land use map, which corresponds to the V-N zoning district. The future land use section of the comprehensive plan describes the Village Neighborhood future land use as intended to support single and multi-family residential uses on lot sizes reflective of the existing village lot sizes. 2. The purpose of the V-N zone is established to designate growth areas surrounding the Village Center and is generally intended to be developed with single-family residential uses. FURTHER BE IT RESOLVED that the following conditions of approval shall be met: 1. Approval is subject to the approval of Ordinance 2024-XX (Rezoning PID 22.032.20.13.0001 from RR-G to V-N). 2. The applicant shall comply with all local, state, and federal permits and requirements. 3. No development or site work is approved with this resolution. The applicant shall obtain all necessary permits prior to work on the site. 4. The applicant shall pay all fees and escrow costs related to the application. Whereupon, said Resolution is hereby declared adopted on this ____ day of __________2024. Christine Maefsky, Mayor ATTEST: Kyle Morell, City Administrator CITY OF SCANDIA, MINNESOTA RESOLUTION NO. XX-XX-24-XX APPROVING PRELIMINARY PLAT AND SITE PLAN REIVEW FOR A MAJOR SUBDIVISION FOR “LAUREL RIDGE” LOCATED AT PARCEL ID 22.032.20.13.0001 WHEREAS, Dwayne Sikich of Continuum Development Group (the “applicant”), on behalf of Mitchell Johnson, Susan Sandager, and Sandra Brom (the “owners”), has requested approval for a Preliminary Plat for a Major Subdivision to be known as “Laurel Ridge”, located at Parcel ID 22.032.20.13.0001 and described as follows: The Southwest quarter of the Northeast quarter in Section 22, Township 32 North, of Range 20 West; and WHEREAS, the Planning Commission reviewed the request at a duly noticed Public Hearing on May 7, 2024, and recommended that the City Council approve the request with conditions; NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF SCANDIA, WASHINGTON COUNTY, MINNESOTA, that the Scandia City Council hereby approves the request for preliminary plat and site plan review, subject to the following conditions: 1. The applicant is permitted to create eight lots, as shown on the plans submitted to the City and reviewed with this request, subject to any required revisions. 2. The parcel shall be rezoned to the Village Neighborhood (V-N) district. 3. The development shall adhere to the current ordinance’s dimensional standards, building type and materials, and architectural standards. 4. Before the application for Final Plat: a. The landscaping plan shall be revised to relocate the plantings on the northwestern corner of Lot 1, Block 2, to be relocated of a future sight triangle. b. The proposed driveway on Lot 2, Block 1, shall be relocated to comply with setbacks from the existing wetland. c. The applicant shall comply with the comments provided by the City Engineer. 5. All easement documents shall be reviewed by the City Attorney before Final Plat approval. 6. The applicant shall acquire any required permits from the Carnelian-Marine-St. Croix Watershed District and comply with their requirements. 7. A development agreement shall be executed between the City and the Developer with the Final Plat. 8. The Woodland Preservation Plan is subject to a warranty of two years and a performance guarantee that shall be established with the development agreement. 9. Prior to the release of the final plat for recording with Washington County, park dedication in the form of cash-in-lieu of land at a value of $24,000.00 shall be paid. 10. The ground covers shall be established one year from the date of occupancy. 11. A financial guarantee for landscaping shall be submitted as required by the current ordinance when any lot within the addition is developed. 12. Official permanent monuments shall be placed as required by Minnesota Statutes, Chapter 505 (as may be amended). 13. Any individual disposal system shall comply with the Washington County SSTS Regulations. 14. Wells shall be constructed in accordance with all rules and regulations of the Minnesota Department of Health. 15. The applicant shall secure any other applicable Federal, State, County, and local permits required for the project. 16. The applicant shall pay all fees and escrows associated with this application. Whereupon, said Resolution is hereby declared adopted on this ____ day of __________ 2024. Christine Maefsky, Mayor ATTEST: Kyle Morell, City Administrator 1, 50 4.7 Legend 0 1,053 Feet This drawing is neither a legally recorded map nor a survey and is not intended to be used as one. This drawing is a compilation of records, information, and data located in various city, county, and state offices, and other sources affecting the area shown, and is to be used for reference purposes only. The City of Scandia is not responsible for any inaccuracies herein contained. Disclaimer: © Bolton & Menk, Inc - Web GIS 6/27/2023 11:12 PM Roads US Trunk Highway Minnesota Trunk Highway County Highway Local Roads Ramp City Limits PWI Basin Public Water Basin Public Water Wetland PWI - Watercourse Parks Shoreland Overlay PUD Overlay Lakes Mining Overlay Saint Croix River District Zoning Agricultural Core Agricultural Preserves Rural Residential General Village Neighborhood Rural Commercial Rural Residential Neighborhood Village Historic Core Village Center Industrial Park Scandia_2022.sid Red: Band_1 Green: Band_2 Blue: Band_3 Zoning and Location Map m i n n e s o t a RL Ate' m 1IqmIp E: y n _ 95 4 kz/1 Mfg i i / Z"] / iii - 1 _ Subject Property CALL BEFORE YOU DIG! TWIN CITY AREA:TOLL FREE:1-800-252-1166651-454-0002 Gopher State One Call LEGAL DESCRIPTION: SURVEY NOTES: The Southwest quarter of the Northeast quarter (SW¼ of NE¼) in Section Twentytwo (22), Township Thirty-two (32) North, of Range Twenty (20) West. EASEMENTS/ENCUBRANCES: 0 NORTH 80 160 As shown on the Land Title, Inc., as agent for First American Title Insurance Company, Commitment No. 684576 issued on September 18, 2023. 11.Subject to 205th Street North and Novak Avenue as shown on available maps. AREA: TOTAL AREA AS SHOWN = 1,719,210 SQ.FT. INCLUDING 168,486 SQ.FT. OF PROPOSED ROADWAY RIGHT OF WAY. PID#2203220130001 CONTACT: DWAYNE SIKICH CONTINUUM DEVELOPMENT GROUP 612.290.5704 dwayne@ continuumdevelopmentgroup.com 8516 244TH Street, Forest Lake, MN 55025 CD23001 SURVCD001 CERTIFICATE OF SURVEY COUNTY/CITY: REVISIONS: PROJECT LOCATION: LAND SURVEYING, INC. CORNERSTONE Suite #200 1970 Northwestern Ave. Stillwater, MN 55082 Phone 651.275.8969 dan@cssurvey .net DATE REVISION PROJECT NO. FILE NAME 13952 205TH ST. N. CITY OF SCANDIA WASHINGTON COUNTY 1-16-24 INITIAL ISSUE 1-17-24 REVISIONS PER CLIENT 2-06-24 UPDATE UTILITIES CERTIFICATION: I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am a duly Licensed Land Surveyor under the laws of the state of Minnesota. Daniel L. Thurmes Registration Number: 25718 Date:__________________1-16-24 LAURELRIDGE IT IS ASSUMED THAT THE RIGHT OF WAY WIDTH FOR 205TH STREET NORTH IS 100 FEET AND IT'S LOCATION IS CENTERED ON THE CENTERLINE OF 205TH STREET NORTH AS CURRENTLY TRAVELED. ACTUAL RIGHT OF WAY WIDTH AND LOCATION MAY VARY DEPENDENT ON CURRENT USE AND MAINTENANCE. 205TH STREET NORTH IS PROPOSED TO BE DEDICATED AS A 100 FOOT WIDE RIGHT OF WAY AND CENTERED ON THE CENTERLINE OF 205TH STREET NORTH AS CURRENTLY TRAVELED ON THE FUTURE PLAT OF LAUREL RIDGE 205TH ST. N. R/W NOTE OWNER: Mitch Johnson 539 Spruce Drive Hudson, WI 54016 mjohn1515@yahoo.com 651.983.9902 LEGEND UNDERGROUND TELEPHONE OVERHEAD UTILITY UNDERGROUND GAS FENCE BUILDING LINE BITUMINOUS SURFACE CONCRETE SURFACE FOUND CAST IRON MONUMENT FOUND MONUMENT (AS NOTED) SET IRON PIPE MARKED WITH MN LICENSE NO. 25718 CABLE TV PEDESTAL ELECTRIC METER ELECTRIC TRANSFORMER GUY WIRE POWER POLE GAS METER TELEPHONE PEDESTAL SANITARY CLEANOUT WATER WELL MAIL BOX TREES 1.BEARINGS ARE BASED ON THE WASHINGTON COUNTY COORDINATE SYSTEM NAD 1983. ELEVATIONS BASED ON GPS DERIVED VALUES FOR NAVD 88. 2.UNDERGROUND UTILITIES SHOWN PER GOPHER ONE LOCATES. 3.THERE MAY SOME UNDERGROUND UTILITIES, GAS, ELECTRIC, ETC. NOT SHOWN OR LOCATED. 4.CONTOURS SHOWN PER LIDAR DATA OBTAINED FROM THE DNR MNTOPO WEBSITE. NOT FIELD VERIFIED. 5.FOR THE PURPOSE OF THIS SURVEY THE RIGHT OF WAY WIDTHS FOR 205TH ST. N. HAVE BEEN SHOWN TO BE 50 FEET FROM THE TRAVELED CENTERLINE OF THE EXISTING BITUMINOUS ROAD. THIS WIDTH IS PROPOSED AND IS SHOWN FOR REFERENCE PURPOSES ONLY. THE ACTUAL WIDTH OF THE RIGHT OF WAY MAY DEPEND ON USE. 6.WETLAND DELINEATION AND LOCATION BY KJOLHAUG ENVIRONMENTAL SERVICES COMPANY, INC. DATED 10-17-23. 7.SEPTIC AREAS BY ZIERKE SOIL TESTING, ON 01-09-24 8.THIS PARCEL IS LOCATED IN ZONE X, AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN AS SHOWN ON FEMA FLOOD INSURANCE RATE MAP NUMBER 27063C0152E HAVING AN EFFECTIVE DATE OF FEBRUARY 3RD, 2010. UNDERGROUND UTILITIES NOTES: THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM THE INFORMATION AVAILABLE. THIS SURVEY HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. GOPHER STATE ONE CALL LOCATE TICKET NUMBER(S) 240250572 AND 240250585. SOME MAPS WERE RECEIVED, WHILE OTHER UTILITIES DID NOT RESPOND TO THE LOCATE REQUEST. ADDITIONAL UTILITIES OF WHICH WE ARE UNAWARE MAY EXIST. THE FOLLOWING COMPANIES WERE NOTIFIED AS SHOWN ON THE ABOVE LISTED GOPHER STATE ONE CALL LOCATE TICKET NUMBERS: -CONNEXUS ENERGY -FRONTIER COMMUNICATIONS -MINNESOTA ENERGY RESOURCES -MIDCONTINENT COMMUNICATIONS -XCEL ENERGY UNDERGROUND ELECTRIC SHEET: C1.02 PAGE: 2 OF 12 © 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS 25 ' 154' 90' 18 5 ' 95' 2 1 5 ' 60' 7 5 ' 25' 50 ' 75' 4 2 5 ' 65 ' 60' 45' 2 4 5 ' 30' 26 5 ' 1 6 5 ' 80' 52 ' 10 0 ' 30' 13 0 ' 25' 80' 36 5 ' 69 ' 45' 13 0 ' 75' 50 ' 40' 25'50' 25' 40 ' 25' 3 5 ' 25' 27' 5 0 ' 26.5' 40' 50' 25' 50 ' 30' 1 0 0 ' 30 ' 1 7 0 ' 175' 250' 250' 250' 305' 91' 10 0 ' 1 0 0 ' 25' 60 ' 75' 75' 78 ' 78 ' 75' 75' 100'100' FU T U R E AC C E S S O R Y BL D G . P A D FUTURE ACCESSORY BLDG. PAD FUTURE ACCESSORY BLDG. PAD FUTURE ACCESSORY BLDG. PAD FUTURE ACCESSORY BLDG. PAD FU T U R E AC C E S S O R Y BL D G . P A D FU T U R E AC C E S S O R Y BL D G . P A D 30 NO V A K A V E N U E N O R T H 30 205TH STREET NORTH S MINOR COLLECTOR 30 30 NO V A K A V E N U E N O R T H BLOCK 1 BLOCK 2 P P S S P P S S P S P S BIG MARINE L O O P O N - R O A D T R A I L (VILLAGE CON N E C T I O N ) S P P FU T U R E AC C E S S O R Y BL D G . P A D 2 1 3 5 4 2 3 4.38 ACRES 4.38 ACRES 4.49 AC. 4.49 ACRES4.49 AC.4.49 AC. 4.49 ACRES 1 4.38 ACRES PROPOSED HOUSE PAD PROPOSED HOUSE PAD PR O P O S E D H O U S E P A D PROPOSED HOUSE PAD PROPOSED HOUSE PAD PROPOSED HOUSE PAD P R O P O S E D H O U S E P A D PROPOSED HOUSE PAD MODEL HOME #1 MODEL HOME #2 EXISTING NATURAL SWM BASIN #2 EXISTING NATURAL SWM BASIN #1 EXISTING NATURAL SWM BASIN #4 EXISTING NATURAL SWM BASIN #6 EX. NATURAL SWM BASIN #5 PROP. SWM BASIN #5 WETLAND #1 25' BUFFER (EX. SWM BASIN #3) 66 ' 6 0 ' 104' PROP. SWM BASIN #7 18219 70th Pl N, Maple Grove MN 55311 763.360.1307 | nate@aterraland.com A3A5+:ER=0*E:TERRASUBMITTALS & REVISIONS Date DescriptionRev.By PROJECT #: SHEET REVISION PAGE OF CHECKED: DRAWN: SCANDIA, MN LAUREL RIDGENRH DES - 24001 CONTINUUM DEVELOPMENT GROUP 03/18/24 NRH INITIAL SUBMITTAL NOT FOR CONSTUCT I O N SHEET & PAGE SHEET TITLE C1.01 1 SITE PLAN SURVEY/ EXISTING CONDITIONS PRELIMINARY PLAT C3.01 4 GRADING PLAN FOR HOME CONSTRUCTION C3.02 5 C3.03 6 EROSION & SEDIMENT CONTROL FOR HOME CONSTRUCTION L0.01 8 WOODLAND PRESERVATION PLAN L0.02 9 TREE INVENTORY TABLE L1.00 10 LANDSCAPE PLAN FOR HOME CONSTRUCTION L2.00 11 GROUNDCOVER SEEDING PLAN LAUREL RIDGE FINAL PLAT (DRAFT) LOCATION MAP SURVEYOR CORNERSTONE LAND SURVEYING 1970 NORTHWESTERN AVE., SUITE 200 STILLWATER, MINNESOTA 55082 TEL: (651) 261-6785 CONTACT: DAN THURMES, RLS EMAIL: dan@cssurvey.net CIVIL ENGINEER ATERRA LAND SERVICES 18219 70TH PLACE NORTH MAPLE GROVE, MN 55311 TEL: (763) 360-1307 CONTACT: NATE HERMAN, PE EMAIL: nate@aterraland.com LANDSCAPE ARCHITECT MEASURE GROUP P.O. BOX 10 WAYZATA, MN 55391 TEL: (605) 310-9766 CONTACT: JOSH MCKINNEY, RLA EMAIL: jmckinney@measuregrp.com GEOTECHNICAL HAUGO GEOTECHNICAL SERVICES 2825 CEDAR AVENUE SOUTH MINNEAPOLIS, MN 55407 TEL: (612) 729-2959 CONTACT: PAUL GIONFRIDDO EMAIL: paulgionfriddo@gmail.com STORMWATER DESIGN GRAEF USA 3433 BROADWAY ST. N.E., SUITE 220 MINNEAPOLIS, MN 55413 TEL: (651) 706-3855 CONTACT: ROGER HUMPHREY, PE EMAIL: roger.humphrey@graef-usa.com DEVELOPER CONTINUUM DEVELOPMENT GROUP 8516 244TH STREET FOREST LAKE, MN 55025 TEL: (612) 290-5704 CONTACT: DWAYNE SIKICH EMAIL: dwayne@continuumdevelopmentgroup.com HOMEBUILDER / SITE CONTRACTOR PRATT HOMES 3500 WILLOW LAKE BLVD., SUITE 100 VADNAIS HEIGHTS, MN 55110 TEL: 612-834-1718 CONTACT: LEONARD PRATT EMAIL: lenpratt@pratthomes.com SITE DEVELOPMENT PLANS FOR HOME CONSTRUCTION LAUREL RIDGE LAND OWNER MITCH JOHNSON 539 SPRUCE DRIVE HUDSON, WI 54016 TEL: (651) 983-9902 CONTACT: MITCH JOHNSON EMAIL: mjohn1515@yahoo.com DEVELOPMENT TEAM: LANDSCAPE / DEMO. CONTRACTOR ABRAHAMSON NURSERIES 20021 SAINT CROIX TRAIL NORTH SCANDIA, MN 55073 TEL: (651) 755-1475 CONTACT: GREG SANDAGER EMAIL: greg@abrahamsonnurseries.com SSTS CONSULTANT ZIERKE SOIL TESTING 28587 JEFFREY AVENUE CHISAGO CITY, MN 55013 TEL: (651) 462-2294 CONTACT: BEN ZIERKE EMAIL: benzierke@gmail.com SITE DATA PROP. SINGLE-FAMILY LOTS:8 LOTS (CONVENTIONAL SUBDIVISION) PARCEL ADDRESS:13952 205TH STREET NO, SCANDIA, MN 55073 PARCEL IDENTIFICATION NO.:22-032-20-13-0001 (WASHINGTON COUNTY) PROPOSED 205TH STREET:100' R.O.W / 1,320 LIN. FT. EXISTING ZONING:GR - GENERAL RURAL DISTRICT PROPOSED 2040 LAND USE:VN - VILLAGE NEIGHBORHOOD DISTRICT AREA SUMMARY: GROSS PARCEL:39.47 ACRES (100.0%) 205TH STREET NORTH ROW: 3.03 ACRES (7.7%) FUTURE NOVAK AVE N. ROW: 0.84 ACRES (2.1%) TOTAL DEVELOPMENT AREA:35.60 ACRES (90.2%) PROPOSED GROSS DENSITY:0.20 UN./AC PROPOSED NET DENSITY:0.22 UN./AC PROPOSED MINIMUM LOT AREA:2.50 ACRES (108,900 S.F.) PROP. AVERAGE LOT AREA:4.45 ACRES (193,840 S.F.) MIN. LOT WIDTH AT ROW:100 FEET MIN. BUILDABLE AREA PER LOT:1.0 ACRE MAXIMUM STRUCTURE HEIGHT:35 FEET MAX. IMPERVIOUS COVERAGE:25% MIN. OFF-STREET PARKING:2 SPACES TYPICAL PROJECT BUILDING PADS:80' W X 60' D (4,800 S.F.) TYPICAL ACCESSORY BLDG. PADS:50' W X 30' D (1,500 S.F.) ACCESSORY BLDGS. WITH C.U.P.:TWO BUILDINGS UP TO 3,000 S.F. TYPICAL SSTS DRAINFIELD AREAS:PRIMARY=5,000 S.F./SECONDARY=5,000 S.F. SETBACKS: BLDG. MINIMUM: BLDG. PROPOSED: SSTS PROP: FRONT YARD: 50 FT. 75 FT. 25 FT. SIDE YARD: 20 FT. 25 FT. 25 FT. SIDE STREET COR.: 40 FT. 50 FT. 50 FT. REAR YARD: 50 FT. 75 FT. 50 FT. MIN. DIST. BETWEEN ADJACENT PROPOSED HOMES:100 FT. MIN. DIST BETWEEN SWM BASINS AND PROP. DRAIN FIELDS: 75 FT. MIN. DISTANCE BETWEEN PROP. HOMES AND SWM BASINS: 60 FT. MIN. DIST BETWEEN PROP. DRAIN FIELDS AND LOT LINE: 25 FT. PROP. SEWER SERVICE: SUBSURFACE SEWAGE TREATMENT SYSTEM (SSTS) PROP. WATER SERVICE:PRIVATE RESIDENTIAL WELL MIN. PROP. DRIVEWAY GRADE:1.0% MAX. PROP. DRIVEWAY GRADE:8.0% C.M.P. DRWY. CULVERTS (TYPICAL):15" X 30' 1.AS DETERMINED AT THE CITY COUNCIL MEETING ON SEPTEMBER 19, 2023, ALL PARTIES AGREE TO WAIVE ANY MAJOR CONSTRUCTION IMPROVEMENTS TO 205TH STREET NORTH AND SHALL REMAIN AS IT IS TODAY BASED ON THE LOW TRAFFIC DEMAND, EXISTING CONDITIONS AND TO REDUCE IMPERVIOUS AREA PER UDC 153.400.050 AND 153.400.070. HOMEOWNERS OF LAUREL RIDGE WILL BE RESPONSIBLE FOR FUTURE IMPROVEMENTS ALONG WITH ALL OTHER LANDOWNERS ON ROADWAY AS DEFINED IN THE DEVELOPER AGREEMENT. 2.ROADWAY SHOULDER IMPROVEMENTS ARE PROPOSED AT EACH DRIVEWAY ACCESS AS A PART OF CONSTRUCTION OF EACH HOME. 3.ALL PROPOSED HOMES, DRIVEWAYS AND ACCESSORY BUILDINGS SHOWN ON THIS SITE DEVELOPMENT PLAN SET ARE ILLUSTRATIVE OF THE CUSTOM HOMES THAT MAY BE CONSTRUCTED, AND ARE SUBJECT TO CHANGE 4.THE LAYOUT AND LOCATION PROPOSED DRIVEWAYS ONTO 205TH STREET NORTH REQUIRES VERY MINIMAL REMOVAL OF ANY EXISTING TREES PER CITY OF SCANDIA UDC SECTIONS 153.400.050 AND 153.400.070 5.THIS SITE IS NOT WITHIN ANY SHORELAND MANAGEMENT OVERLAY DISTRICT. 6.NO WETLAND DISTURBANCE IS PROPOSED WITH THIS PROJECT. 7.PARCEL IS NOT LOCATED WITHIN THE DEFINED WASHINGTON COUNTY NATURAL COMMUNITIES AND RARE SPECIES 8.ALL PROPOSED STORMWATER MANAGEMENT BASINS DO NOT REQUIRE ANY TREE REMOVAL PER CITY OF SCANDIA UDC 153.400.050, SUBDIVISION 3. 9.ALL PROPOSED HOMES HAVE A WALKOUT LOWEST OPENING AT LEAST THREE FEET ABOVE BOTH THE APPLICABLE PROPOSED 100-YEAR ELEVATION OF ADJACENT SWM BASINS AND E.O.F. ELEVATIONS PER UDC SECTION 153.400.050 10.OFF-STREET PARKING AND ALL EXTERIOR STORAGE AND SHALL MEET CITY OF SCANDIA UDC 153.400.080 11.PROPOSED ACCESSORY STRUCTURES ON LOT 2, BLOCK 1 AND LOT 4, BLOCK 2 ARE BOTH LOCATED TO BE FORWARD OF THE PROPOSED RESIDENTIAL STRUCTURE, BOTH DEVELOPER AND HOMEBUILDER ACKNOWLEDGE REQUIREMENTS CITY OF SCANDIA UDC 153.200.030, SUBDIVISION 6. CONSIDERATION OF THE HARDSHIP CONDITIONS OF THE SPECIFIC SITE AND FACT BOTH PROPOSED STRUCTURES ARE NESTLED WITHIN EXISTING TREES AND NOT VISIBLE FROM THE STREET SHOULD CONSIDERED ACCEPTABLE. 12.NO PORTION OF THIS PROJECT IS PROPOSED FOR DEDICATION OF PUBLIC PARK AND DEVELOPER PROPOSES CASH IN LIEU OF PARK DEDICATION PER CITY OF SCANDIA UDC 153.500.090, SUBDIVISION. 5. SHEET INDEX GOVERNING SPECIFICATIONS 1.CITY OF SCANDIA 2040 COMPREHENSIVE PLAN FOR PLANNING OBJECTIVES AND GUIDING LAND USE OF THIS DEVELOPMENT. 2.CITY OF SCANDIA UNIFIED DEVELOPMENT CODE (UDC) CHAPTER 153. 3.WASHINGTON COUNTY PUBLIC HEALTH DEPT REQUIREMENTS FOR SUBSURFACE SEWAGE TREATMENT SYSTEMS (SSTS). 4.CARNELIAN-MARINE-ST. CROIX WATERSHED DISTRICT REQUIREMENTS FOR STORMWATER MANAGEMENT. 5.PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE MINNESOTA POLLUTION CONTROL AGENCY (MPCA) "MINNESOTA STORMWATER MANUAL". 6.ALL CONSTRUCTION ACTIVITIES SHALL ADHERE TO MPCA NPDES REQUIREMENTS. 7.ALL CONSTRUCTION PERFORMED IN ACCORDANCE WITH THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) LAWS AND REGULATIONS. DISCLAIMER NOTES IT IS RECOGNIZED THAT THE LAND OWNER, DEVELOPER, AND HOMEBUILDER/SITE CONTRACTOR, IS RESPONSIBLE TO DELIVER THE PROJECT ACCORDING TO THE REQUIREMENTS OF THE DEVELOPMENT AGREEMENT. IN THE CASE OF CONFLICTING REQUIREMENTS BETWEEN THE DEVELOPERS AGREEMENT AND THE PROJECT SPECIFICATIONS, PROVIDED BY ATERRA LAND SERVICES, THE DEVELOPMENT AGREEMENT SHALL GOVERN. USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT ATERRA LAND SERVICES' EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY ATERRA LAND SERVICES OF ALL RESPONSIBILITY. ATERRA LAND SERVICES, LLC RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITIMATE USE. SITE PLAN 1C1.01 SITE SITE NOTES 11 TREE SURVEY N SCALE IN FEET 0 200100 LICENSE NO:DATE: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. XX/XX/XXXX47982 Nathan R. Herman GRADING PLAN FOR HOME CONSTRUCTION SWPPP C1.02 2 C2.01 3 C4.01 7 PR O P O S E D S E C O N D A R Y SS T S D R A I N F I E L D EX I S T . S O I L : 4 9 B - T Y P E B AV G . G R O U N D E L E V = 1 0 0 2 . 5 (2 . 0 ' L O W E R T H A N L . F . E . ) PR O P O S E D S E C O N D A R Y SS T S D R A I N F I E L D EX . S O I L : 4 5 3 C - T Y P E C AV G . G R O U N D E L E V = 1 0 3 6 . 0 (0 . 5 ' L O W E R T H A N L . F . E . ) PR O P O S E D P R I M A R Y SS T S D R A I N F I E L D EX I S T . S O I L : 4 9 B - T Y P E B A V G . G R O U N D E L E V = 1 0 0 1 . 0 (3 . 5 ' L O W E R T H A N L . F . E . ) PR O P O S E D P R I M A R Y SS T S D R A I N F I E L D EX I S T . S O I L : 4 5 3 C - T Y P E C AV G . G R O U N D E L E V = 1 0 3 4 . 0 (2 . 5 ' L O W E R T H A N L . F . E . ) PR O P O S E D P R I M A R Y SS T S D R A I N F I E L D EX I S T . S O I L : 4 9 B - T Y P E B AV G . G R O U N D E L E V = 1 0 0 4 . 0 2. 5 ' L O W E R T H A N L . F . E . ) PR O P O S E D P R I M A R Y SS T S D R A I N F I E L D EX I S T . S O I L : 4 5 3 C - T Y P E C AV G . G R O U N D E L E V = 1 0 1 6 . 0 (1 0 . 5 ' L O W E R T H A N L . F . E . ) PR O P O S E D S E C O N D A R Y SS T S D R A I N F I E L D EX I S T . S O I L : 4 5 3 C - T Y P E C A V G . G R O U N D E L E V = 1 0 1 8 . 0 (8 . 5 ' L O W E R T H A N L . F . E . ) PR O P O S E D S E C O N D A R Y SS T S D R A I N F I E L D EX I S T . S O I L : 4 9 B - T Y P E B A V G . G R O U N D E L E V = 1 0 0 4 . 0 (2 . 5 L O W E R T H A N L . F . E . ) PR O P O S E D S E C O N D A R Y SS T S D R A I N F I E L D EX I S T . S O I L : 1 5 8 D - T Y P E A A V G . G R O U N D E L E V = 1 0 0 0 . 5 (8 . 5 ' L O W E R T H A N L . F . E . ) PR O P O S E D P R I M A R Y SS T S D R A I N F I E L D EX I S T . S O I L : 1 5 8 D - T Y P E A AV G . G R O U N D E L E V = 1 0 0 0 . 0 (9 . 0 ' L O W E R T H A N L . F . E . ) PR O P O S E D S E C O N D A R Y SS T S D R A I N F I E L D EX I S T . S O I L : 3 4 2 B - T Y P E C AV G . E X I S T . G R O U N D E L E V = 1 0 3 6 . 5 (4 . 5 ' L O W E R T H A N L . F . E . ) PROPOSED PRIMARY SSTS DRAINFIELD EX. SOIL: 342B - TYPE C AVG. GROUND EL=1033.0 (8.0 LOWER THAN L.F.E.) PROPOSED RESERVE BORROW AREA & TOPSOIL STORAGE (IF REQUIRED) PROPOSED RESERVE BORROW AREA & TOPSOIL STORAGE (IF REQUIRED) PROPOSED RESERVE BORROW AREA & TOPSOIL STORAGE (IF REQUIRED) PROP. RESERVE BORROW AREA & TOPSOIL STORAGE (IF REQUIRED) PROPOSED RESERVE BORROW AREA & TOPSOIL STORAGE (IF REQUIRED) 75' 75' 78 ' 78 ' 75' PROPOSED 8' DRWY. SHOULDER AND 3' RECYCLED CLASS 2 AGGREGATE (MNDOT 3138) PROPOSED 8 ' D R W Y . S H O U L D E R A N D 3' RECYCLED C L A S S 2 A G G R E G A T E ( T Y P ) (MNDOT 3 1 3 8 ) SB-1 (20') EL=1011.9 SB-2(20') EL=992.5 SB-3 (20')EL=1045.1 DB-2 (5') EL=1036.0 SB-4 (20') EL=1041.0 DB-3 (5') EL=995.8 SB-5 (20') EL=1012.5 SB-6(20') EL=996.6 DB-4 (5') EL=997.0 SB-7 (20') EL=1014.4 DB-1 (5') EL=992.5 75' PR O P O S E D P R I M A R Y SS T S D R A I N F I E L D EX I S T . S O I L : 1 2 0 / 4 5 3 B - T Y P E C AV G . E X I S T I N G G R O U N D E L E V = 1 0 0 8 . 0 (3 . 5 ' H I G H E R T H A N L . F . E . ) PROPOSED PRIMARY S S T S DRAINFIEL D EX. SOIL: 1 5 8 B - T Y P E A AVG. GRND . E L = 1 0 0 4 . 0 (5.0 LOW E R T H A N L . F . E . ) 100'100' PROPOSED SECONDA R Y S S T S DRAINFIEL D EX. SOIL: 1 5 8 C - T Y P E A AVG. GRND . E L = 1 0 0 5 . 5 (3.5 LOWE R T H A N L . F . E . ) PROPOSED PRIMARY SSTS DRAINFIELD EX. SOIL: 453B - TYPE C AVG. GROUND EL=1005.5 (1.0 HIGHER THAN L.F.E.) FU T U R E AC C E S S O R Y BL D G . P A D FUTURE ACCESSORY BLDG. PAD FUTURE ACCESSORY BLDG. PAD FUTURE ACCESSORY BLDG. PAD FUTURE ACCESSORY BLDG. PAD FU T U R E AC C E S S O R Y BL D G . P A D FU T U R E AC C E S S O R Y BL D G . P A D 30 NO V A K A V E N U E N O R T H 30 205TH STREET NORTH MINOR COLLECTOR PROP. PAVED DRWY. 145 L.F. (2,750 S.F.) 2% CROSS-SLOPE WEST PROPOSED PAVED DRIVEWAY 210 L.F. (3,950 S.F.) 2% CROSS-SLOPE WEST 30 30 NO V A K A V E N U E N O R T H BLOCK 1 BLOCK 2 PROPOSED PAVED DRIVEWAY 270 L.F. (4,450 S.F.) 2% CROSS-SLOPE WEST PROPOSED PAVED DRIVEWAY 120 L.F. (2,825 S.F.) 2% CROSS-SLOPE WEST PROPOSED PAVED DRIVEWAY 425 L.F. (6,750 S.F.) 2% CROSS-SLOPE WEST PROPOSED PAVED DRWY. 325 L.F. (5,400 S.F.) 2% CROSS-SLOPE WEST BIG MARINE L O O P O N - R O A D T R A I L (VILLAGE CON N E C T I O N ) ALTERNATE DRIVEWAY ALIGNMENT 9 9 8 . 3 998. 3 10 0 0 . 3 1 0 0 0 . 3 1002 . 5 100 9 . 6 1009.6 999 . 6 999 . 6 FU T U R E AC C E S S O R Y BL D G . P A D 1 0 3 3 . 0 PROPOSED PAVED DRIVEWAY 270 L.F. (4,725 S.F.) 2% CROSS-SLOPE WEST x 1003.5 E O F 10 0 3 . 5 x E O F LOW PT.x 1005.7 E O F WAL K O U T WALKOUT W A L K O U T 1004.5 1007.5 WO CUSTOM GRADED 1010.5 G=1013.5 G=1045.5 WO CUSTOM GRADED SIDE WALKOUT 1036.5 1045.5 WALKOUT WA L K OU T WALKOUT WALKOUT WALKOUT W A L K O U T 10 4 0 . 5 G=1015.5 1015.5 WO CUSTOM GRADED 1006.5 1006.5 1016.0 G=1018.0 WO CUSTOM GRADED 1013.0 1009.0 10 4 1 . 0 10 1 3 . 0 1 0 0 9 . 0 W O C U S T O M G R A D E D G= 1 0 1 8 . 0 1 0 1 4 . 0 G = 1 0 3 5 . 5 1 0 3 5 . 5 W O C U S T O M G R A D E D 1 0 2 6 . 5 1 0 2 6 . 5 1041.0 WO CUSTOM GRADED 10' LOWER LEVEL 1046.0 G=1051.0 LOOKOUT LO O K O U T G=1013.5 1013.5 WO CUSTOM GRADED 1004.5 1008.5 LO O K O U T LO O K O U T E O F E O F 2 1 3 5 4 2 3 4.38 ACRES 4.38 ACRES 4.49 AC. 4.49 ACRES4.49 AC.4.49 AC. 4.49 ACRES 1 4.38 ACRES PROP. 15" x 3 5 ' C M P C U L V E R T 9 9 6 . 5 998. 2 99 5 . 5 9 9 5 . 5 992 9 9 2 . 5 1000.7 1 0 3 9 . 7 1 0 3 9 . 7 1 0 3 9 . 1 1039.1 1 0 3 7 1036.5 1 0 0 8 . 5 1006 . 5 06.5 X X 06.5 99 7 . 5 995 996 EXIST. NATURALSWM BASIN #410 YEAR HWL=1008.5100 YEAR HWL=1009.6PROPOSED BOTTOM=1006.5MIN. LOW FLR.=1012.6 WETLAND #1(EXISTING SWM BASIN #3)25' WETLAND BUFFER10 YEAR HWL=1000.7100 YEAR HWL=1002.5BOTTOM=997.5OVERFLOW=1005.5MIN. LOW FLR.=1005.5 PROPOSED SWM BASIN #610 YEAR HWL=1032.5100 YEAR HWL=1033.0PROPOSED BOTTOM=1030.0MIN. LOW FLOOR=1036.0TOP OF BERM=1033.5OVERFLOW=1033.0 (INSTALLED WITH L5-B2 HOME CONST.) EXIST. NATURALSWM BASIN #4(NO GRADING ORTREE REMOVAL)100 YEAR HWL=1009.6EXISTING BOTTOM=1006.5MIN. LOW FL00R=1012.6 EXISTING NATURALSWM BASIN #2 10 YEAR HWL=995.4100 YEAR HWL=998.3PROPOSED BOTTOM=992.0MIN. LOW FLOOR=1001.3 PROPOSED SWM BASIN #710 YEAR HWL=984.3100 YEAR HWL=986.0PROPOSED BOTTOM=984.0TOP OF BERM=986.5OVERFLOW=986.0 (INSTALLED WITHL1-B2 HOME CONST.) EXISTING NATURALWM BASIN #110 YEAR HWL=998.2100 YEAR HWL=1000.3PROPOSED BOTTOM=996.5MIN. LOW FL00R=1003.3 EXIST. NATURAL SWM BASIN #5 (NO TREE REMOVAL)10 YEAR HWL=997.5100 YEAR HWL=999.6PROPOSED BOTTOM=995.0MIN. LOW FL00R=1002.6 E O F E O F E O F E O F LP HPLP LP HP LP LP E O FHP LP E O F LP LP E O F E O F E O F E O F E O F E O F E O F S F S F SF SF SF SF PROP. 15" x 3 5 ' C M P C U L V E R T PROP. 15" x 3 5 ' C M P C U L V E R T PROP. 15" x 35' CMP CULVERT LO O K OU T WA L K OU T WA L K OU T LO O K OU T LOOKOUT LOOK OUT WALK OUT E O F E O F E O F 10 3 3 . 0 10 3 2 . 5 PROP. 15" x 65' CMP CULVERT EXISTING NATURAL SWM BASIN #6 10 YEAR HWL=1039.1100 YEAR HWL=1039.7PROPOSED BOTTOM=1036.5MIN. LOW FLOOR=1042.7 10 3 0 1 0 3 2 103 0 10 3 4 103 4 1036 10 3 2 1036 1 0 4 0 1 0 4 4 1042 1044 104 2 10 4 0 103 8 103 4 1 0 4 0 10 4 2 10 5 0 105 2 1 0 2 4 1 0 2 6 10 2 8 10 3 2 10 1 2 1 0 1 0 1 0 0 6 1012 1010 1012 1014 1 0 1 4 1014 1012 1 0 1 0 1010 1010 101 0 1 0 1 2 1002 1002 100 4 100 6 10 0 8 101 0 1016 10 1 4 1014 1016 1014 101 0 1008 10 0 6 10 0 4 1 0 0 6 1016 1014 1012 10 1 0 10 0 8 10 0 6 1 0 1 0 1 0 0 6 10141012 1008 1010 1010 1012 1008 10 1 0 10 0 8 10 0 6 10 0 6 100 4 100 6 1010 10 1 2 1 0 1 0 10 1 2 10 0 8 1 0 5 0 1 0 4 8 10 5 4 1052 1038 10 5 6 9 8 4 98 6 988 990 9 9 2 994 982 9 8 4 1030 4. 9 % 3 . 0 % 5. 0 % 3. 0 % 3. 0 % 7.0 % 9.5 % 5. 0 % 7. 0 % 4. 0 % 7. 0 % 6. 3 % 3. 0 % 2. 0 % 5 . 7 % 7. 0 % 7. 0 % 4. 0 % 4.0 % 4.0 % 9. 6 % 8 . 1 % 2 . 2 % 6 . 0 % 4. 4 % 3. 7 % 7 . 8 % 8 . 5 % 2 . 0 % 2. 0 % 4.8% 6.0 % 3. 9 % 6. 0 % 4 . 0 % 3 . 0 % 5. 7 % 2. 0 % 4. 0 % 3. 9 % 9. 1 % 3. 0 % 3. 0 % 8.1 % 6. 5 % 3. 0 % 3.0 % 8 . 0 % 5 . 0 % 2 . 8 % 2. 0 % 2. 6 % 1012.6 1012.6 1013.0 1012.8 1010.6 1005.5 1005.2 1013.4 1013.9 1015.0 1016.1 1017.3 1005.6 1005.6 1013.4 1014.1 1014.4 1013.6 1005.9 1005.9 1011.2 1004.5 1004.5 10 1 0 . 5 1013.5 1013.5 1013.5 1007.51004.5 101 3 . 0 101 8 . 0 101 8 . 0 101 3 . 0 10 1 8 . 0 100 9 . 0 1009.0 1009.0 1006.6 1005.5 1005.3 1005.3 1005.6 1005.9 1004.9 1006.0 1005.7 1007.7 1007.4 1017.4 1012.81012.6 1015.3 1017.1 1017.1 1 0 1 7 . 5 1052.7 1050.6 1049.2 1050.6 1050.4 1050.5 1050.6 1050.7 1050.7 1050.6 1044.8 1046.4 1048.9 1050.3 1050.1 1049.6 2.5% 4. 0 % 1053.2 1051.1 1049.7 1052.1 1048.1 1045.1 1042.9 1041.9 1040.9 1039.9 1039.0 1042.7 1039.3 1044.8 1045.0 1045.1 1044.3 1042.3 1038.8 1039.1 1039.7 1040.7 1041.7 1042.7 1044.9 1047.9 1051.8 1049.4 1046.71045.1 1048.9 1047.0 1046.7 1033.5 1033.5 1033.5 1033.5 1033.0 1033.5 1033.7 1033.0 2 . 1 % 1051.0 1051.0 1041.01041.0 1041.0 1045.5 1051.0 1045.5 1045.5 1045.51036.51036.5 1036.5 1040.5 1045.5 1034.8 1034.4 1033.3 1032.1 1029.9 1025.1 1022.1 1025.7 102 6 . 8 1028.8 1030.9 1027.9 1027.2 1024.3 1026.6 1024.5 1024.9 1025.5 1021.9 1024.9 1029.7 1031.9 10 3 3 . 7 10 3 4 . 3 10 3 4 . 6 10 3 4 . 9 103 5 . 5 10 2 6 . 5 103 5 . 5 102 6 . 5 10 2 6 . 5 10 3 5 . 5 103 5 . 5 10 3 5 . 5 1012.5 1009.41009.1 1010.2 1013.7 1015.9 1016.3 1017.6 1013.6 1014.2 1012.5 1012.9 1012.3 1010.1 1013.4 1015.6 1013.5 1013.5 1004.5 1004.5 10 0 8 . 5 10 1 3 . 5 1013.51013.5 1015.4 1015.5 1015.5 10 0 6 . 5 1006.5 1006.5 10 1 0 . 5 1012.51015.5 1014.1 1011.6 1009.7 1009.11008.8 1009.4 101 1 . 3 1012 . 8 1014.3 1014.5 1014.9 1010.02.0% 1.2 % 1009.8 1010.51009.51008.9 1009.1 1017.2 1016.9 1016.6 1014.1 1014.8 1006.6 1003.6 1002.9 1005.1 1002.9 1005.1 1006.0 1006.71005.91005.6 1005.3 1004.8 1002.6 1004.9 1002.6 1003.4 1006.3 1012.0 1002.5 1003.0 1017.2 1016.0 1013.0 10 1 3 . 0 1009.0 1009.0 10 1 8 . 0 1018.01018.0 2. 1 % 2 . 0 % 1047.0 1045.5 1048.4 9 8 6 . 5 9 8 6 . 5 986.5 986.0 986.0 986.5 986.5 986.8 18219 70th Pl N, Maple Grove MN 55311 763.360.1307 | nate@aterraland.com A3A5+:ER=0*E:TERRASUBMITTALS & REVISIONS Date DescriptionRev.By PROJECT #: SHEET REVISION PAGE OF CHECKED: DRAWN: SCANDIA, MN LAUREL RIDGENRH DES - 24001 CONTINUUM DEVELOPMENT GROUP 03/18/24 NRH INITIAL SUBMITTAL NOT FOR CONSTUCT I O N 4C3.01 11 1.ALL EXCAVATION ACTIVITIES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE CITY OF SCANDA GENERAL SPECIFICATIONS. 2.SEE STORMWATER POLLUTION PREVENTION PLAN AND NARRATIVE ON SHEETS C3.03 AND C3.04. OF THIS PLAN SET 3.SPOT ELEVATIONS REPRESENT FINISHED SURFACE GRADES UNLESS OTHERWISE NOTED. 4.THE CONTRACTOR ALONG WITH THE HOMEBUILDER SHALL OBTAIN ALL NECESSARY PERMITS AND APPROVALS FROM GOVERNING AUTHORITIES, INCLUDING ANY CITY PERMITS AND THE NPDES PERMIT FROM THE MPCA. 5.CONTRACTOR AND/OR HOMEBUILDER SHALL INSTALL EROSION CONTROL AND TREE PROTECTION MEASURES BEFORE BEGINNING SITE GRADING ACTIVITIES. SOME EROSION CONTROLS SUCH AS BALE CHECKS AND TEMPORARY SILT PONDS MAY BE INSTALLED AS GRADING OCCURS IN SPECIFIC AREAS. MAINTAIN EROSION CONTROLS THROUGHOUT THE GRADING PROCESS AND REMOVE WHEN TURF HAS BEEN ESTABLISHED. CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION OF THIS PROJECT 6. CONTRACTOR SHALL COMPLETE ANY REQUIRED SITE GRADING CONSTRUCTION IN ACCORDANCE WITH THE REQUIREMENTS OF THE GEOTECHNICAL ENGINEER. ALL SOIL TESTING SHALL BE COMPLETED BY THE DEVELOPER'S GEOTECHNICAL ENGINEER. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOIL TESTS AND INSPECTIONS WITH THE GEOTECHNICAL ENGINEER. THE GEOTECHNICAL ENGINEERING SOILS REPORT HAS BEEN COMPLETED BY: HAUGO GEOTECHNICAL, PHONE: 612-729-2959, DATED: JANUARY 31, 2024. 7.CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING VEHICULAR AND PEDESTRIAN TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, AND DIRECTIONAL SIGNS, TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE CITY , COUNTY AND MNDOT STANDARDS. 8.ANY EXISTING PRIVATE UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. DURING CONSTRUCTION AT NO COST TO THE DEVELOPER, THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, STRUCTURES, OR OTHER BURIED STRUCTURES BEFORE DIGGING. BY CONTACTING THE NOTIFICATION CENTER THE CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD). 9.THE GRADING CONTRACTOR IS RESPONSIBLE FOR ALL STORM WATER INSPECTIONS ACCORDING TO THE MPCA STORM WATER PERMIT. THIS INCLUDES BOTH WEEKLY INSPECTIONS AND INSPECTIONS DONE AFTER A 0.5" RAIN EVENT. A COPY OF THE INSPECTION REPORT MUST BE EMAILED TO THE ENGINEER, DEVELOPER AND CITY ENGINEER ON A WEEKLY BASIS. 10.THE CONTRACTOR SHALL PREVENT SOIL MATERIALS FROM LEAVING THE SITE BY EROSION AND VEHICLE WHEEL TRACKING. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING OF STREET, BOULEVARD AND UTILITY FACILITIES THAT RECEIVE ANY ERODED OR TRACKED SOIL MATERIAL OR OTHER CONSTRUCTION DEBRIS OR MATERIAL. 11.EXCAVATE TOPSOIL AND ORGANIC MATERIAL FROM AREAS TO BE FURTHER EXCAVATED OR RE-GRADED AND STOCKPILE IN AREAS DESIGNATED ON THE SITE. CONTRACTOR SHALL SALVAGE ENOUGH TOPSOIL FOR RE-SPREADING ON THE SITE AS SPECIFIED. RE-SPREAD TOPSOIL IN AREAS WHERE TURF IS TO BE ESTABLISHED TO A MINIMUM DEPTH OF 4 INCHES. 12.EXISTING TREES AND OTHER NATURAL VEGETATION WITHIN THE PROJECT AND/OR ADJACENT TO THE PROJECT ARE OF PRIME CONCERN TO THE CONTRACTOR'S OPERATIONS AND SHALL BE A RESTRICTED AREA. CONTRACTOR SHALL PROTECT TREES TO REMAIN AT ALL TIMES. EQUIPMENT SHALL NOT NEEDLESSLY BE OPERATED UNDER NEARBY TREES AND EXTREME CAUTION SHALL BE EXERCISED WHEN WORKING ADJACENT TO TREES. SHOULD ANY PORTION OF THE TREE BRANCHES REQUIRE REMOVAL TO PERMIT OPERATION OF THE CONTRACTOR'S EQUIPMENT, CONTRACTOR SHALL OBTAIN THE SERVICES OF A PROFESSIONAL TREE TRIMMING SERVICE TO TRIM THE TREES PRIOR TO THE BEGINNING OF OPERATION. SHOULD CONTRACTOR'S OPERATIONS RESULT IN THE BREAKING OF ANY LIMBS, THE BROKEN LIMBS SHOULD BE REMOVED IMMEDIATELY AND CUTS SHALL BE PROPERLY PROTECTED TO MINIMIZE ANY LASTING DAMAGE TO THE TREE. NO TREES SHALL BE REMOVED WITHOUT AUTHORIZATION BY THE ENGINEER. COSTS FOR TRIMMING SERVICES SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONSTRUCTION AND NO SPECIAL PAYMENT WILL BE MADE. 13.RESTRICTED AREAS SHALL INCLUDE ALL DESIGNATED TREED AREAS OUTSIDE OF THE DESIGNATED CONSTRUCTION ZONE. ALL VEGETATION, INCLUDING ROOT ZONES, WITHIN THE RESTRICTED AREAS SHALL REMAIN. CONTRACTOR SHALL RESTRICT ALL GRADING AND CONSTRUCTION ACTIVITIES TO AREAS DESIGNATED ON THE PLANS. ACTIVITIES WITHIN THE CONSTRUCTION MAY BE RESTRICTED TO A NARROWER WIDTH IN THE FIELD TO SAVE ADDITIONAL TREES AS DIRECTED BY THE DEVELOPER .ALL RESTRICTED AREAS SHALL BE FENCED OFF WITH BRIGHT ORANGE POLYETHYLENE SAFETY NETTING AND STEEL STAKES AS SHOWN ON THE TREE PROTECTION DETAIL. AT NO TIME SHALL THIS FENCING BE REMOVED OR ACTIVITY OF ANY KIND TAKE PLACE WITHIN IT. FINAL PLACEMENT OF ALL PROTECTIVE FENCING SHALL BE COMPLETE BEFORE ANY WORK COMMENCES ON-SITE. 14.MATERIAL BORROW CONSTRUCTION: CONTRACTOR SHALL COMPLETE “TRENCH BORROW” EXCAVATION IN AREAS DIRECTED BY THE ENGINEER IN ORDER TO OBTAIN STRUCTURAL MATERIAL. TREES SHALL NOT BE REMOVED OR DAMAGED AS A RESULT OF THE EXCAVATION, UNLESS APPROVED BY THE ENGINEER. THE EXCAVATION SHALL COMMENCE A 15.MINIMUM OF 10 FEET FROM THE LIMIT OF THE BUILDING PAD. THE EXCAVATION FROM THIS LIMIT SHALL EXTEND AT A MINIMUM SLOPE OF 1 FOOT HORIZONTAL TO 1 FOOT VERTICAL (1:1) DOWNWARD AND OUTWARD FROM THE FINISHED SURFACE GRADE ELEVATION. THE TRENCH BORROW EXCAVATION SHALL BE BACKFILLED TO THE PROPOSED FINISHED GRADE ELEVATION AND SHALL BE COMPACTED IN ACCORDANCE WITH REQUIREMENTS OF THE QUALITY COMPACTION METHOD AS OUTLINED IN MN/DOT SPECIFICATION 2105.3F2. 16.FILL PLACED WITHIN THE BUILDING PAD AREAS SHALL BE IN CONFORMANCE WITH HUD/FHA PROCEDURES & DATA SHEET 79G. 17.FINISHED GRADING SHALL BE COMPLETED, CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING, INCLUDING ADJACENT TRANSITION AREAS. PROVIDE A SMOOTH FINISHED SURFACE, WITH UNIFORM LEVELS OR SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN, OR BETWEEN SUCH POINTS AND EXISTING GRADES. AREAS THAT HAVE BEEN FINISHED GRADED SHALL BE PROTECTED FROM SUBSEQUENT CONSTRUCTION OPERATIONS, TRAFFIC AND EROSION. REPAIR ALL AREAS THAT HAVE BECOME RUTTED, ERODED OR HAS SETTLED BELOW THE CORRECT GRADE. 18.ALL AREAS DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO EQUAL OR BETTER THAN ORIGINAL CONDITION OR TO THE REQUIREMENTS OF THE NEW WORK. 19.SEE STORMWATER POLLUTION PREVENTION PLAN FOR SOIL STABILIZATION INFORMATION. 20.EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE ESTABLISHED AROUND THE ENTIRE SITE PERIMETER AND IN ACCORDANCE WITH NPDES PERMIT REQUIREMENTS, BEST MANAGEMENT PRACTICES, CITY REQUIREMENTS AND THE DETAILS SHOWN ON THE CIVIL DETAILS SHEETS OF THESE PLANS. 21.WORKING HOURS ARE 7:00 AM - 7:00 PM, MONDAY - SATURDAY. A 48 HOUR NOTICED IS REQUIRED FOR SATURDAY WORK. LOT BUILDABLE AREAS 2 1 4.38 ACRES 1.83 ACRES 3 1 4.38 ACRES 3.95 ACRES 1 2 4.49 ACRES 3.09 ACRES 2 2 4.49 ACRES 3.95 ACRES 3 2 4.49 ACRES 2.83 ACRES 4 2 4.49 ACRES 4.02 ACRES 5 2 4.49 ACRES 3.05 ACRES GRADING PLAN FOR HOME CONSTRUCTION LOT BLOCK LOT AREA BUILDABLE AREA 1 1 4.38 ACRES 3.28 ACRES GRADING AND EROSION CONTROL NOTES NOTE: ALL EXCAVATION PROPOSED AND SWM BMPS SHALL TAKE PLACE AT THE TIME OF CONSTRUCTION OF INDIVIDUAL HOMES BASED ON SITE AND GRADING PLANS SUBMITTED TO THE CITY AND WATERSHED FOR EACH BUILDINGS PERMIT NOTE: FINAL SSTS SYSTEMS SHALL BE DESIGNED AND APPROVED FOR ALL LOTS AT HOUSE CONSTRUCTION, SEE PROJECT EXHIBIT 2 FOR SOIL SURVEY AND EXISTING SLOPES MAP. N SCALE IN FEET 0 16080 LICENSE NO:DATE: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. XX/XX/XXXX47982 Nathan R. Herman EXISTING RED PINE STAND #4 64 TREES INVENTORIED 382 TREES TOTAL 9 CAL. IN. AVERAGE EXISTING RED PINE STAND #3 49 TREES INVENTORIED 104 TOTAL 11 CAL. IN. AVERAGE EXISTING RED PINE STAND #2 52 TREES INVENTORIED 100 TREES TOTAL 11 CAL. IN. AVERAGE EXISTING RED PINE STAND #1 52 TREES INVENTORIED 208 TOTAL 11 CAL. IN. AVERAGE FU T U R E AC C E S S O R Y BL D G . P A D FUTURE ACCESSORY BLDG. PAD FUTURE ACCESSORY BLDG. PAD FUTURE ACCESSORY BLDG. PAD FUTURE ACCESSORY BLDG. PAD FU T U R E AC C E S S O R Y BL D G . P A D FU T U R E AC C E S S O R Y BL D G . P A D 30 NO V A K A V E N U E N O R T H 30 205TH STREET NORTH S MINOR COLLECTOR 30 30 NO V A K A V E N U E N O R T H BLOCK 1 BLOCK 2 P P S S P P S S P S P S BIG MARINE L O O P O N - R O A D T R A I L (VILLAGE CON N E C T I O N ) S P P FU T U R E AC C E S S O R Y BL D G . P A D 2 1 3 5 4 2 3 1 LOD L O D L O D L O D LO D L O D LO D LOD LOD LO D LO D LOD LOD LOD L O D L O D L O D LOD LOD L O D LO D LO D LO D L O D LO D LO D LOD LOD L O D L O D LOD LOD LO D LO D L O D LOD LOD L O D L O D LO D LO D LOD LOD LO D LO D LOD LO D LOD L O D LO D LO D LO D LOD LO D LO D LO D L O D LOD L O D LO D LO D LO D LO D LOD LOD LOD LO D LO D LO D L O D L O D L O D L O D LO D LO D LOD LO D LO D LO D LOD LOD L O D L O D L O D LO D LOD L O D LOD L O D L O D LO D LO D LO D LO D LO D L O D L O D L O D LOD L O D L O D LO D LOD LO D L O D LOD LOD LO D LOD LO D LO D LO D L O D LOD LO D LO D LO D LO D LOD LOD LO D LO D LO D LO D LOD LO D LO D L O D L O D LO D LO D LOD LO D L O D LOD LO D L O D LOD LOD LO D LO D LOD LO D LO D LO D LO D L O D L O D L O D LOD S F S F SF SF SF SF L O D LO D LOD LO D L O D L O D LOD LO D LOD LO D LO D L O D LO D LOD LO D L O D L O D LO D L O D L O D LOD L O D LOD L O D LOD LOD L O D LOD LOD LOD L O D LOD LOD LOD LOD LO D LO D LO D LO D L O D LOD LOD L O D LO D LOD WOODLAND PRESERVATION PLAN18219 70th Pl N, Maple Grove MN 55311 763.360.1307 | nate@aterraland.com A3A5+:ER=0*E:TERRASUBMITTALS & REVISIONS Date DescriptionRev.By PROJECT #: SHEET REVISION PAGE OF CHECKED: DRAWN: SCANDIA, MN LAUREL RIDGENRH DES - 24001 CONTINUUM DEVELOPMENT GROUP 03/18/24 NRH INITIAL SUBMITTAL NOT FOR CONSTUCT I O N 8L0.01 11 MAINTAIN EXISTING GRADE WITH THE TREE PROTECTION FENCE UNLESS OTHERWISE INDICATED ON THE PLANS. 2" X 6' STEEL POSTS OR APPROVED EQUAL. 5" THICK LAYER OF MULCH. NOTES: 1- LOCATE FENCING PER TREE PROTECTION & EROSION CONTROL PLANS. 2- NO PRUNING SHALL BE PERFORMED EXCEPT BY APPROVED ARBORIST. 3- NO EQUIPMENT SHALL OPERATE INSIDE THE PROTECTIVE FENCING INCLUDING DURING FENCE INSTALLATION AND REMOVAL. SECTION VIEW KEEP OUT TREE PROTECTION AREA TREE PROTECTION FENCE: 48" HIGH DENSITY POLYETHYLENE FENCING WITH 3.5" X 1.5" OPENINGS; COLOR- ORANGE. STEEL POSTS INSTALLED AT 8' O.C. TREE PROTECTION FENCE DETAIL WOODLAND PRESERVATION PLAN LEGEND WOODLAND PRESERVATION CALCULATIONS TOTAL EXISTING TREE CALIPER INCHES: 16,282 CALIPER INCHES REMOVED:432 PERCENTAGE OF CALIPER INCHES REMOVED 2.65% TOTAL EXISTING TREES :1,507 PROPOSED TREE REMOVALS:44 PRIMARY CONIFEROUS (12'-24')6 PRIMARY CONIFEROUS (24'+)3 PRIMARY DECIDUOUS (6"- 20")31 PRIMARY DECIDUOUS (20"+)3 SECONDARY DECIDUOUS (20"- 30")1 PERCENTAGE OF TREES REMOVED 2.9% * INCLUDES RED PINE STAND INVENTORIES TREE REPLACEMENT SCHEDULE- SIZE OF TREE DESTROYED NUMBER OF REPLACEMENT TREES A B C DECIDUOUS TREES AT LEAST 4 CALIPER INCHES; CONIFEROUS TREES AT LEAST 12 FEET IN HEIGHT DECIDUOUS TREES AT LEAST 2.5 CALIPER INCHES; CONIFEROUS TREES AT LEAST 6 FEET IN HEIGHT DECIDUOUS TREES AT LEAST 1.5 CALIPER INCHES; CONIFEROUS TREES AT LEAST 4 FEET IN HEIGHT CONIFEROUS, 12 TO 24 FEET HIGH 1 2 4 CONIFEROUS, GREATER THAN 24 FEET IN HEIGHT 2 4 8 PRIMARY DECIDUOUS, 6 TO 20 INCHES DIAMETER 1 2 4 PRIMARY DECIDUOUS, GREATER THAN 20 INCHES IN DIAMETER 2 4 8 SECONDARY DECIDUOUS, 20 TO 30 INCHES DIAMETER 1 2 4 SECONDARY DECIDUOUS, GREATER THAN 30 INCHES DIAMETER 2 4 8 TREE REPLACEMENT CALCULATIONS- (TABLE 153.400.070.1) TREE REPLACEMENTS PROPOSED 1.5" DECIDUOUS TREES: 152 TREES 4' CONIFEROUS TREES:48 TREES TREE PROTECTION FENCE/ LIMITS OF DISTURBANCE TREES TO BE REMOVED EXISTING TREE CANOPY LOD N SCALE IN FEET 0 16080 LICENSE NO:DATE: I HEREBY CERTIFY THAT THIS SUREY, PLAN, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. Joshua J. McKinney 53234 XX/XX/XXXX 18219 70th Pl N, Maple Grove MN 55311 763.360.1307 | nate@aterraland.com A3A5+:ER=0*E:TERRASUBMITTALS & REVISIONS Date DescriptionRev.By PROJECT #: SHEET REVISION PAGE OF CHECKED: DRAWN: SCANDIA, MN LAUREL RIDGENRH DES - 24001 CONTINUUM DEVELOPMENT GROUP 03/18/24 NRH INITIAL SUBMITTAL NOT FOR CONSTUCT I O N 9L0.02 11 TREE INVENTORY TABLE Tag Species DBH Category Condition Status Notes 1 Pine, red 11 Average Preserved 2 Pine, red 9 Average Preserved 3 Pine, red 13 Average Preserved 4 Pine, red 14 Average Preserved 5 Pine, red 16 Average Preserved 6 Pine, red 16 Average Preserved 7 Pine, red 14 Average Preserved 8 Pine, red 7 Average Preserved 9 Pine, red 11 Average Preserved 10 Pine, red 6 Average Preserved 11 Pine, red 19 Good Preserved 12 Pine, red 7 Average Preserved 13 Pine, red 7 Average Preserved 14 Pine, red 7 Average Preserved 15 Pine, red 8 Average Preserved 16 Pine, red 8 Average Preserved 17 Pine, red 6 Average Preserved 18 Pine, red 8 Average Preserved 19 Pine, red 7 Average Preserved 20 Pine, red 10 Average Preserved 21 Pine, red 16 Average Preserved 22 Pine, red 15 Average Preserved 23 Pine, red 12 Average Preserved 24 Pine, red 14 Average Preserved 25 Pine, red 12 Average Preserved 26 Pine, red 11 Average Preserved 27 Pine, red 15 Average Preserved 28 Pine, red 13 Average Preserved 29 Pine, red 8 Average Preserved 30 Pine, red 5 Average Preserved 31 Pine, red 6 Average Preserved 32 Pine, red 9 Average Preserved 33 Pine, red 10 Average Preserved 34 Pine, red 14 Average Preserved 35 Pine, red 8 Average Preserved 36 Pine, red 9 Average Preserved 37 Pine, red 13 Average Preserved 38 Pine, red 12 Average Preserved 39 Pine, red 9 Average Preserved 40 Pine, red 9 Average Preserved 41 Pine, red 8 Average Preserved 42 Pine, red 13 Average Preserved 43 Pine, red 10 Average Preserved 44 Pine, red 17 Average Preserved 45 Pine, red 13 Average Preserved 46 Pine, red 12 Average Preserved 47 Pine, red 14 Average Preserved 48 Pine, red 14 Average Preserved 49 Pine, red 12 Average Preserved 50 Pine, red 13 Average Preserved 51 Pine, red 10 Average Preserved 52 Pine, red 12 Average Preserved 53 Pine, red 22 Average Preserved 54 Pine, red 13 Average Preserved 55 Pine, red 12 Average Preserved 56 Pine, red 8 Average Preserved 57 Pine, red 9 Average Preserved 58 Pine, red 4 Average Preserved 59 Pine, red 13 Average Preserved 60 Pine, red 11 Average Preserved 61 Pine, red 11 Average Preserved 62 Pine, red 11 Average Preserved 63 Pine, red 12 Average Preserved 64 Pine, red 12 Average Preserved 65 Pine, red 8 Average Preserved 66 Pine, red 15 Average Preserved 67 Pine, red 12 Average Preserved 68 Pine, red 12 Average Preserved 69 Pine, red 15 Average Preserved 70 Pine, red 10 Average Preserved 71 Pine, red 8 Average Preserved 72 Pine, red 13 Average Preserved 73 Pine, red 11 Average Preserved 74 Pine, red 12 Average Preserved 75 Pine, red 7 Average Preserved 76 Pine, red 9 Average Preserved 77 Pine, red 17 Average Preserved 78 Pine, red 14 Average Preserved 79 Pine, red 9 Average Preserved 80 Pine, red 17 Average Preserved 81 Pine, red 18 Average Preserved 82 Pine, red 15 Average Preserved 83 Pine, red 13 Average Preserved 84 Pine, red 11 Average Preserved 85 Pine, red 13 Average Preserved 86 Pine, red 14 Average Preserved 87 Pine, red 16 Average Preserved 88 Pine, red 18 Average Preserved 89 Pine, red 7 Average Preserved 90 Pine, red 16 Average Preserved 91 Pine, red 13 Average Preserved 92 Pine, red 14 Average Preserved 93 Pine, red 13 Average Preserved 94 Pine, red 15 Average Preserved 95 Pine, red 15 Average Preserved 96 Pine, red 16 Average Preserved 97 Pine, red 16 Average Preserved 98 Oak, red 7 Average Preserved 99 Birch, paper 12 Average Preserved 100 Oak, red 12 Average Preserved 101 Cherry, black 15 Good Preserved 102 Cherry, black 7 Average Preserved 103 Elm, american 15 Good Preserved 104 Maple, red 15 Good Preserved 105 Maple, red 13 Good Preserved 106 Maple, red 10 Average Preserved 107 Maple, red 7 Good Preserved 108 Maple, red 9 Good Preserved 109 Maple, red 12 Good Preserved 110 Maple, red 9 Good Preserved 111 Maple, red 20 Good Preserved 2x 12 8 112 Maple, red 12 Good Preserved 113 Maple, silver 26 Average Preserved 114 Maple, silver 44 Average Preserved 2x 24 20 115 Cottonwood, eastern 34 Secondary Average Preserved 116 Cottonwood, eastern 23 Secondary Average Preserved 117 Maple, silver 23 Average Preserved 118 Maple, silver 20 Average Preserved 119 Oak, bur 38 Average Preserved 120 Cherry, black 8 Good Preserved 121 Oak, bur 8 Good Preserved 122 Cedar, red 8 Average Preserved 16' tall 123 Oak, red 20 Good Preserved 124 Oak, red 12 Good Preserved 125 Oak, red 6 Good Preserved 126 Cherry, black 8 Good Preserved 127 Oak, red 12 Good Preserved 128 Oak, red 11 Good Preserved 129 Oak, red 9 Good Preserved 130 Oak, red 12 Good Preserved 131 Oak, red 7 Good Preserved 132 Oak, red 7 Good Preserved 133 Oak, red 8 Good Preserved 134 Oak, red 15 Good Preserved 135 Oak, red 30 Average Preserved 2x 18 12 136 Oak, red 27 Good Preserved 137 Elm, american 10 Average Preserved 138 Oak, red 25 Good Preserved 139 Oak, red 13 Good Preserved 140 Oak, red 31 Good Preserved 141 Oak, red 12 Good Preserved 142 Oak, red 13 Good Preserved 143 Oak, red 32 Good Preserved 2x 20 12 144 Oak, red 7 Good Preserved 145 Oak, red 6 Primary Dec. 6-20"Good Removed 146 Oak, red 6 Primary Dec. 6-20"Good Removed 147 Cedar, red 6 Good Preserved 16' tall 148 Maple, red 6 Good Preserved 149 Birch, paper 11 Average Preserved 150 Birch, paper 8 Good Preserved 151 Birch, paper 9 Good Preserved 152 Oak, red 20 Good Preserved 153 Maple, red 6 Good Preserved 154 Oak, red 16 Good Preserved 155 Oak, red 11 Average Preserved 156 Oak, red 14 Average Preserved 157 Oak, red 7 Average Preserved 158 Oak, red 6 Average Preserved 159 Oak, red 15 Good Preserved 160 Oak, red 7 Good Preserved 161 Maple, red 11 Good Preserved 162 Maple, red 13 Good Preserved 163 Pine, scotch 9 Good Preserved 25' tall 164 Pine, red 7 Good Preserved 20' tall 165 Birch, paper 7 Good Preserved 166 Birch, paper 6 Good Preserved 167 Birch, paper 28 Good Preserved 2x 16 12 168 Birch, paper 9 Good Preserved 169 Birch, paper 16 Good Preserved 2x 8 8 170 Pine, white 17 Good Preserved 171 Maple, red 14 Average Preserved 172 Cedar, red 7 Good Preserved 15' tall 173 Cedar, red 5 Good Preserved 15' tall 174 Pine, white 11 Average Preserved 20' tall 175 Pine, scotch 16 Good Preserved 25' tall 176 Cedar, red 6 Good Preserved 15' tall 177 Cherry, black 6 Good Preserved 178 Pine, white 7 Good Preserved 12' tall 179 Cherry, black 17 Good Preserved 2x 10 7 180 Cedar, red 4 Good Preserved 15' tall 181 Cedar, red 6 Coniferous 12-24'Good Removed 15' tall 182 Cedar, red 8 Coniferous 12-24'Good Removed 15' tall 183 Cherry, black 12 Good Preserved 184 Cherry, black 6 Good Preserved 185 Cedar, red 7 Good Preserved 15' tall 186 Cherry, black 11 Good Preserved 187 Cherry, black 9 Good Preserved 188 Cedar, red 5 Good Preserved 12' tall 189 Maple, red 6 Good Preserved 190 Maple, silver 10 Average Preserved 191 Birch, paper 33 Good Preserved 3x 12 11 10 192 Birch, paper 6 Good Preserved 193 Birch, paper 7 Good Preserved 194 Birch, paper 9 Good Preserved 195 Birch, paper 21 Good Preserved 2x 13 9 196 Birch, paper 11 Good Preserved 197 Birch, paper 16 Good Preserved 198 Birch, paper 13 Good Preserved 2x 7 6 199 Birch, paper 9 Good Preserved 200 Birch, paper 14 Good Preserved 2x 7 7 201 Oak, red 8 Average Preserved 202 Pine, red 17 Average Preserved 203 Pine, red 15 Average Preserved 204 Oak, red 17 Good Preserved 205 Pine, red 20 Average Preserved 206 Pine, red 16 Average Preserved 207 Pine, red 7 Average Preserved 208 Pine, red 7 Average Preserved 209 Pine, red 19 Average Preserved 210 Pine, red 18 Average Preserved 211 Cedar, red 7 Average Preserved 212 Pine, red 19 Average Preserved 213 Pine, red 11 Average Preserved 214 Pine, red 17 Average Preserved 215 Pine, red 15 Average Preserved 216 Boxelder 20 Secondary Average Preserved 217 Pine, red 18 Average Preserved 218 Pine, red 12 Average Preserved 219 Cedar, red 8 Average Preserved 220 Pine, red 17 Average Preserved 221 Pine, red 18 Average Preserved 222 Pine, red 9 Average Preserved 223 Pine, red 32 Average Preserved 2x 17 15 224 Oak, red 7 Average Preserved 225 Pine, red 19 Average Preserved 226 Pine, red 17 Average Preserved 227 Pine, red 10 Average Preserved 228 Pine, red 7 Average Preserved 229 Pine, red 17 Average Preserved 230 Pine, red 9 Average Preserved 231 Pine, red 7 Average Preserved 232 Pine, red 14 Average Preserved 233 Pine, red 13 Average Preserved 234 Pine, red 9 Average Preserved 235 Pine, red 15 Average Preserved 236 Pine, red 11 Average Preserved 237 Pine, red 8 Average Preserved 238 Pine, red 10 Average Preserved 239 Pine, red 9 Average Preserved 240 Pine, red 9 Average Preserved 241 Pine, red 10 Average Preserved 242 Pine, red 11 Average Preserved 243 Pine, red 11 Average Preserved 244 Pine, red 11 Average Preserved 245 Pine, red 9 Average Preserved 246 Pine, red 13 Average Preserved 247 Pine, red 12 Average Preserved 248 Pine, red 11 Average Preserved 249 Pine, red 13 Average Preserved 250 Pine, red 14 Average Preserved 251 Pine, red 12 Average Preserved 252 Pine, red 8 Average Preserved 253 Pine, red 10 Average Preserved 254 Pine, red 8 Average Preserved 255 Pine, red 12 Average Preserved 256 Pine, red 8 Average Preserved 257 Pine, red 13 Average Preserved 258 Pine, red 11 Average Preserved 259 Pine, red 9 Average Preserved 260 Pine, red 12 Average Preserved 261 Pine, red 10 Average Preserved 262 Pine, red 13 Average Preserved 263 Pine, red 4 Average Preserved 264 Pine, red 10 Average Preserved 265 Pine, red 8 Average Preserved 266 Pine, red 9 Average Preserved 267 Pine, red 8 Average Preserved 268 Pine, red 11 Average Preserved 269 Pine, red 7 Average Preserved 270 Pine, red 10 Average Preserved 271 Pine, red 9 Average Preserved 272 Pine, red 9 Average Preserved 273 Pine, red 14 Average Preserved 274 Pine, red 11 Average Preserved 275 Pine, red 15 Average Preserved 276 Pine, red 10 Average Preserved 277 Pine, red 10 Average Preserved 278 Pine, red 10 Average Preserved 279 Pine, red 10 Average Preserved 280 Pine, red 8 Average Preserved 281 Pine, red 10 Average Preserved 282 Pine, red 10 Average Preserved 283 Pine, red 11 Average Preserved 284 Pine, red 6 Average Preserved 285 Pine, red 12 Average Preserved 286 Pine, red 8 Average Preserved 287 Pine, red 10 Average Preserved 288 Pine, red 8 Average Preserved 289 Pine, red 12 Average Preserved 290 Pine, red 10 Average Preserved 291 Pine, red 12 Average Preserved 292 Pine, red 9 Average Preserved 293 Pine, red 8 Average Preserved 294 Pine, red 8 Average Preserved 295 Pine, red 6 Average Preserved 296 Pine, red 12 Average Preserved 297 Pine, red 10 Average Preserved 298 Pine, red 8 Average Preserved 299 Pine, red 8 Average Preserved 300 Pine, red 9 Average Preserved 301 Birch, paper 6 Good Preserved 302 Maple, silver 20 Good Preserved 303 Maple, silver 14 Good Preserved 304 Maple, silver 27 Good Preserved 305 Elm, american 9 Good Preserved 306 Maple, silver 9 Good Preserved 307 Maple, silver 21 Good Preserved 308 Maple, silver 40 Average Preserved 3x 18 12 10 309 Maple, silver 15 Average Preserved 310 Maple, silver 19 Average Preserved 311 Maple, silver 11 Average Preserved 312 Maple, silver 19 Average Preserved 313 Maple, red 7 Average Preserved 314 Elm, american 11 Average Preserved 315 Maple, silver 30 Average Preserved 316 Maple, silver 14 Average Preserved 317 Maple, silver 9 Average Preserved 318 Maple, silver 11 Average Preserved 319 Maple, silver 11 Average Preserved 320 Maple, silver 8 Average Preserved 321 Maple, silver 21 Average Preserved 322 Maple, silver 18 Average Preserved 323 Maple, silver 6 Average Preserved 324 Maple, silver 7 Average Preserved 325 Maple, silver 12 Average Preserved 326 Maple, silver 9 Average Preserved 327 Maple, silver 13 Average Preserved 328 Maple, silver 7 Average Preserved 329 Maple, silver 20 Average Preserved 330 Maple, silver 7 Average Preserved 331 Maple, silver 13 Average Preserved 332 Maple, silver 22 Average Preserved 2x 13 9 333 Maple, silver 15 Average Preserved 334 Maple, silver 10 Average Preserved 335 Maple, silver 16 Average Preserved 336 Maple, red 7 Average Preserved 337 Maple, silver 11 Average Preserved 338 Maple, silver 23 Primary Dec. 20"+Average Removed 339 Maple, silver 7 Primary Dec. 6-20"Average Removed 340 Ash, green 19 Primary Dec. 6-20"Average Removed 341 Crabapple 11 Primary Dec. 6-20"Average Removed 342 Elm, american 8 Average Preserved 343 Elm, american 12 Average Preserved 344 Elm, american 12 Average Preserved 345 Pine, red 16 Good Preserved 60' tall 346 Pine, red 16 Good Preserved 60' tall 347 Cherry, black 8 Good Preserved 348 Elm, american 10 Average Preserved 349 Elm, american 8 Average Preserved 350 Elm, american 9 Average Preserved 351 Elm, american 12 Average Preserved 352 Maple, silver 16 Average Preserved 353 Ash, green 14 Average Preserved 354 Maple, silver 14 Average Preserved 355 Maple, silver 26 Average Preserved 2x 16 10 356 Maple, silver 17 Average Preserved 2x 10 7 357 Maple, silver 14 Average Preserved 358 Maple, silver 10 Average Preserved 359 Maple, silver 14 Average Preserved 360 Elm, american 11 Average Preserved 361 Elm, american 7 Average Preserved 362 Maple, silver 40 Average Preserved 4x 10 10 10 10 363 Maple, red 8 Average Preserved 364 Maple, red 10 Average Preserved 365 Maple, silver 22 Average Preserved 2x 11 11 366 Elm, american 8 Average Preserved 367 Elm, american 8 Average Preserved 368 Maple, silver 10 Average Preserved 369 Maple, silver 23 Average Preserved 2x 14 9 370 Maple, silver 18 Average Preserved 371 Maple, silver 14 Average Preserved 372 Maple, silver 10 Average Preserved 373 Elm, american 7 Average Preserved 374 Elm, american 7 Average Preserved 375 Elm, american 20 Average Preserved 376 Elm, american 10 Average Preserved 377 Elm, american 15 Average Preserved 378 Cedar, red 4 Average Preserved 12' tall 379 Cherry, black 9 Average Preserved 380 Elm, american 15 Average Preserved 381 Cedar, red 13 Average Preserved 382 Birch, paper 6 Average Preserved 383 Maple, silver 6 Average Preserved 384 Elm, american 6 Primary Dec. 6-20"Average Removed 385 Boxelder 45 Secondary Average Preserved 386 Oak, red 12 Good Preserved 387 Cedar, red 4 Coniferous 12-24'Good Removed 15' tall 388 Cedar, red 5 Coniferous 12-24'Good Removed 15' tall 389 Birch, paper 8 Good Preserved 390 Birch, paper 17 Good Preserved 2x 10 7 391 Cedar, red 8 Good Preserved 30' tall 392 Cedar, red 4 Good Preserved 20' tall 393 Oak, red 12 Good Preserved 394 Oak, red 6 Good Preserved 395 Birch, paper 8 Good Preserved 396 Cedar, red 4 Good Preserved 15' tall 397 Cherry, black 8 Good Preserved 398 Birch, paper 8 Good Preserved 399 Birch, paper 6 Good Preserved 400 Cherry, black 7 Good Preserved 401 Pine, red 9 Average Preserved 402 Pine, red 9 Average Preserved 403 Pine, red 9 Average Preserved 404 Pine, red 9 Average Preserved 405 Pine, red 8 Average Preserved 406 Pine, red 11 Average Preserved 407 Pine, red 12 Average Preserved 408 Pine, red 10 Average Preserved 409 Pine, red 7 Average Preserved 410 Pine, red 10 Average Preserved 411 Pine, red 12 Average Preserved 412 Pine, red 10 Average Preserved 413 Oak, red 8 Primary Dec. 6-20"Good Removed 414 Oak, red 8 Good Preserved 415 Birch, paper 7 Good Preserved 416 Birch, paper 13 Good Preserved 417 Birch, paper 13 Good Preserved 418 Birch, paper 9 Primary Dec. 6-20"Good Removed 419 Birch, paper 8 Good Preserved 420 Birch, paper 11 Good Preserved 421 Birch, paper 8 Good Preserved 422 Maple, red 11 Good Preserved 423 Birch, paper 8 Good Preserved 424 Cedar, red 4 Good Preserved 12' tall 425 Oak, red 13 Good Preserved 426 Oak, red 13 Good Preserved 427 Birch, paper 7 Good Preserved 428 Birch, paper 6 Good Preserved 429 Birch, paper 8 Good Preserved 430 Birch, paper 7 Good Preserved 431 Oak, red 10 Good Preserved 432 Oak, red 7 Good Preserved 433 Oak, bur 7 Good Preserved 434 Birch, paper 12 Good Preserved 435 Oak, bur 40 Average Preserved 436 Elm, american 12 Good Preserved 437 Oak, red 6 Good Preserved 438 Cedar, red 8 Coniferous 12-24'Good Removed 15' tall 439 Cedar, red 8 Coniferous 12-24'Good Removed 15' tall 440 Oak, red 15 Good Preserved 441 Oak, red 17 Good Preserved 442 Oak, bur 6 Good Preserved 443 Cedar, red 10 Coniferous 24'+Good Removed 30' tall 444 Oak, red 19 Primary Dec. 6-20"Good Removed 445 Birch, paper 10 Primary Dec. 6-20"Good Removed 446 Cedar, red 10 Good Preserved 25' tall 447 Birch, paper 18 Good Preserved 448 Birch, paper 19 Good Preserved 2x 10 9 449 Maple, red 8 Good Preserved 450 Birch, paper 9 Good Preserved 451 Birch, paper 10 Good Preserved 452 Birch, paper 9 Good Preserved 453 Maple, red 6 Good Preserved 454 Maple, red 6 Good Preserved 455 Maple, red 16 Good Preserved 2x 8 8 456 Maple, red 7 Good Preserved 457 Maple, red 8 Good Preserved 458 Maple, red 6 Good Preserved 459 Birch, paper 8 Good Preserved 460 Birch, paper 7 Good Preserved 461 Birch, paper 9 Good Preserved 462 Birch, paper 8 Good Preserved 463 Birch, paper 6 Good Preserved 464 Birch, paper 7 Good Preserved 465 Birch, paper 6 Good Preserved 466 Birch, paper 8 Good Preserved 467 Maple, red 6 Good Preserved 468 Birch, paper 10 Average Preserved 469 Birch, paper 7 Good Preserved 470 Oak, white 29 Average Preserved 471 Birch, paper 7 Good Preserved 472 Birch, paper 10 Good Preserved 473 Birch, paper 10 Good Preserved 474 Birch, paper 8 Good Preserved 475 Birch, paper 7 Good Preserved 476 Birch, paper 15 Good Preserved 2x 8 7 477 Maple, red 8 Good Preserved 478 Birch, paper 7 Good Preserved 479 Cherry, black 10 Good Preserved 480 Birch, paper 9 Good Preserved 481 Birch, paper 7 Primary Dec. 6-20"Good Removed 482 Oak, red 11 Good Preserved 483 Birch, paper 7 Good Preserved 484 Birch, paper 6 Good Preserved 485 Birch, paper 11 Good Preserved 486 Birch, paper 18 Good Preserved 2x 9 9 487 Birch, paper 21 Good Preserved 2x 13 8 488 Birch, paper 6 Primary Dec. 6-20"Good Removed 489 Birch, paper 8 Good Preserved 490 Birch, paper 6 Good Preserved 491 Oak, bur 8 Good Preserved 492 Oak, red 12 Good Preserved 493 Birch, paper 9 Good Preserved 494 Birch, paper 10 Good Preserved 495 Birch, paper 8 Good Preserved 496 Oak, bur 31 Average Preserved 497 Birch, paper 6 Good Preserved 498 Birch, paper 7 Good Preserved 499 Birch, paper 11 Good Preserved 500 Cherry, black 8 Primary Dec. 6-20"Good Removed 501 Birch, paper 9 Good Preserved 502 Birch, paper 10 Good Preserved 503 Birch, paper 7 Good Preserved 504 Pine, red 10 Good Preserved 505 Cedar, red 5 Good Preserved 15' tall 506 Birch, paper 8 Good Preserved 507 Birch, paper 9 Good Preserved 508 Cedar, red 4 Good Preserved 509 Birch, paper 12 Good Preserved 2x 6 6 510 Birch, paper 8 Good Preserved 511 Birch, paper 6 Good Preserved 512 Oak, bur 28 Good Preserved 513 Birch, paper 8 Good Preserved 514 Oak, red 8 Good Preserved 515 Birch, paper 8 Good Preserved 516 Maple, red 7 Primary Dec. 6-20"Good Removed 517 Maple, red 8 Primary Dec. 6-20"Good Removed 518 Oak, white 23 Primary Dec. 20"+Good Removed 519 Birch, paper 6 Primary Dec. 6-20"Average Removed 520 Birch, paper 6 Primary Dec. 6-20"Good Removed 521 Birch, paper 7 Primary Dec. 6-20"Good Removed 522 Birch, paper 6 Primary Dec. 6-20"Good Removed 523 Birch, paper 6 Good Preserved 524 Birch, paper 9 Primary Dec. 6-20"Good Removed 525 Cedar, red 16 Coniferous 24'+Good Removed 25' tall 526 Birch, paper 6 Good Preserved 527 Pine, red 4 Good Preserved 20' tall 528 Birch, paper 6 Good Preserved 529 Birch, paper 6 Good Preserved 530 Cedar, red 30 Good Preserved 2x 15 15. 40' tall 531 Cherry, black 6 Good Preserved 532 Birch, paper 8 Good Preserved 533 Oak, red 12 Good Preserved 534 Birch, paper 7 Good Preserved 535 Birch, paper 12 Good Preserved 536 Birch, paper 8 Good Preserved 537 Birch, paper 6 Good Preserved 538 Birch, paper 6 Good Preserved 539 Maple, red 8 Good Preserved 540 Maple, red 8 Good Preserved 541 Maple, red 16 Good Preserved 542 Maple, red 6 Good Preserved 543 Cherry, black 7 Good Preserved 544 Maple, red 7 Good Preserved 545 Maple, red 8 Good Preserved 546 Cedar, red 9 Good Preserved 35' tall 547 Oak, white 28 Average Preserved 548 Birch, paper 29 Primary Dec. 20"+Good Removed 4x 8 8 7 7 549 Oak, white 6 Primary Dec. 6-20"Good Removed 550 Maple, red 6 Good Preserved 551 Maple, red 7 Good Preserved 552 Maple, red 10 Good Preserved 553 Birch, paper 8 Good Preserved 554 Oak, white 12 Good Preserved 555 Cedar, red 8 Good Preserved 15' tall 556 Oak, red 11 Good Preserved 557 Oak, red 10 Good Preserved 558 Oak, red 10 Good Preserved 559 Oak, red 9 Good Preserved 560 Oak, red 10 Good Preserved 561 Oak, red 14 Good Preserved 562 Oak, red 10 Good Preserved 563 Oak, red 12 Good Preserved 564 Oak, red 18 Good Preserved 2x 11 7 565 Oak, red 12 Good Preserved 566 Oak, red 6 Good Preserved 567 Oak, red 12 Good Preserved 568 Oak, red 11 Good Preserved 569 Oak, white 6 Good Preserved 570 Oak, red 12 Good Preserved 571 Oak, red 13 Good Preserved 572 Oak, red 11 Good Preserved 573 Birch, paper 9 Primary Dec. 6-20"Good Removed 574 Birch, paper 12 Primary Dec. 6-20"Good Removed 575 Birch, paper 8 Primary Dec. 6-20"Good Removed 576 Oak, red 6 Primary Dec. 6-20"Good Removed 577 Cherry, black 7 Average Preserved 578 Oak, red 13 Primary Dec. 6-20"Good Removed 579 Cedar, red 9 Good Preserved 25' tall 580 Oak, red 22 Good Preserved 2x 11 11 581 Oak, red 9 Good Preserved 582 Cherry, black 8 Good Preserved 583 Birch, paper 7 Good Preserved 584 Birch, paper 6 Good Preserved 585 Birch, paper 7 Good Preserved 586 Birch, paper 8 Good Preserved 587 Pine, red 5 Good Preserved 15' tall 588 Cedar, red 5 Coniferous 24'+Good Removed 25' tall 589 Birch, paper 8 Good Preserved 590 Birch, paper 8 Good Preserved 591 Maple, red 6 Good Preserved 592 Maple, red 8 Good Preserved 593 Birch, paper 7 Good Preserved 594 Oak, bur 33 Average Preserved 595 Birch, paper 7 Good Preserved 596 Maple, red 8 Good Preserved 597 Oak, red 7 Good Preserved 598 Maple, red 9 Good Preserved 599 Maple, red 8 Good Preserved 600 Birch, paper 10 Good Preserved 601 Birch, paper 8 Good Preserved 602 Maple, red 9 Good Preserved 603 Cedar, red 10 Good Preserved 35' tall 604 Birch, paper 8 Good Preserved 605 Maple, red 8 Good Preserved 606 Birch, paper 8 Good Preserved 607 Maple, red 6 Good Preserved 608 Birch, paper 8 Good Preserved 609 Maple, red 6 Good Preserved 610 Birch, paper 9 Good Preserved 611 Maple, red 7 Good Preserved 612 Birch, paper 9 Good Preserved 613 Birch, paper 6 Good Preserved 614 Maple, red 7 Good Preserved 615 Birch, paper 8 Good Preserved 616 Birch, paper 6 Good Preserved 617 Birch, paper 16 Average Preserved 2x 10 6 618 Maple, red 9 Good Preserved 619 Cherry, black 8 Average Preserved 620 Oak, red 13 Good Preserved 621 Oak, red 9 Good Preserved 622 Oak, red 8 Good Preserved 623 Oak, red 15 Good Preserved 624 Oak, red 6 Good Preserved 625 Birch, paper 8 Good Preserved 626 Maple, red 15 Good Preserved 627 Maple, red 6 Good Preserved 628 Cherry, black 7 Good Preserved 629 Oak, red 42 Average Preserved 630 Birch, paper 7 Good Preserved 631 Birch, paper 6 Good Preserved 632 Birch, paper 11 Good Preserved 633 Birch, paper 10 Good Preserved 634 Birch, paper 10 Good Preserved 635 Maple, red 7 Good Preserved 636 Maple, red 6 Good Preserved 637 Maple, red 6 Good Preserved 638 Oak, red 27 Good Preserved 639 Oak, white 19 Average Preserved 640 Oak, red 23 Average Preserved 641 Oak, red 25 Good Preserved 642 Maple, red 6 Good Preserved 643 Oak, white 18 Good Preserved 644 Oak, white 29 Average Preserved 645 Maple, red 7 Average Preserved 646 Birch, paper 6 Primary Dec. 6-20"Good Removed 647 Birch, paper 6 Primary Dec. 6-20"Good Removed 648 Maple, red 12 Good Preserved 649 Maple, red 8 Good Preserved 650 Maple, red 7 Good Preserved 651 Birch, paper 6 Good Preserved 652 Birch, paper 10 Good Preserved 653 Maple, red 8 Good Preserved 654 Oak, red 7 Good Preserved 655 Oak, red 8 Good Preserved 656 Birch, paper 8 Good Preserved 657 Birch, paper 8 Good Preserved 658 Oak, bur 24 Good Preserved 659 Birch, paper 7 Good Preserved 660 Oak, red 12 Good Preserved 661 Oak, red 6 Good Preserved 662 Birch, paper 6 Good Preserved 663 Birch, paper 7 Good Preserved 664 Birch, paper 6 Good Preserved 665 Birch, paper 10 Good Preserved 666 Maple, red 7 Good Preserved 667 Maple, red 8 Good Preserved 668 Birch, paper 9 Good Preserved 669 Oak, red 8 Good Preserved 670 Birch, paper 6 Good Preserved 671 Birch, paper 6 Good Preserved 672 Maple, red 6 Good Preserved 673 Birch, paper 8 Good Preserved 674 Birch, paper 25 Average Preserved 2x 13 12 675 Birch, paper 9 Good Preserved 676 Oak, bur 7 Good Preserved 677 Cedar, red 12 Good Preserved 20' tall 678 Oak, red 9 Good Preserved 679 Oak, red 6 Good Preserved 680 Maple, red 8 Good Preserved 681 Maple, red 9 Good Preserved 682 Birch, paper 7 Good Preserved 683 Maple, red 6 Good Preserved 684 Cherry, black 7 Good Preserved 685 Maple, red 10 Good Preserved 686 Maple, red 8 Good Preserved 687 Birch, paper 12 Good Preserved 2x 6 6 688 Oak, red 6 Good Preserved 689 Oak, red 8 Good Preserved 690 Oak, red 9 Good Preserved 691 Birch, paper 13 Good Preserved 2x 7 6 692 Oak, red 11 Good Preserved 693 Birch, paper 8 Good Preserved 694 Oak, red 8 Good Preserved 695 Birch, paper 7 Good Preserved 696 Birch, paper 7 Good Preserved 697 Birch, paper 7 Good Preserved 698 Birch, paper 8 Good Preserved 699 Birch, paper 8 Good Preserved 700 Birch, paper 18 Good Preserved 2x 10 8 701 Birch, paper 24 Average Preserved 702 Oak, red 7 Good Preserved 703 Elm, american 9 Average Preserved 704 Birch, paper 7 Average Preserved 705 Maple, red 7 Average Preserved 706 Maple, red 9 Good Preserved 707 Maple, red 7 Good Preserved 708 Maple, red 8 Good Preserved 709 Maple, red 7 Good Preserved 710 Maple, red 7 Good Preserved 711 Birch, paper 6 Average Preserved 712 Cherry, black 8 Good Preserved 713 Oak, red 11 Good Preserved 714 Oak, red 12 Good Preserved 715 Birch, paper 9 Good Preserved 716 Oak, red 8 Good Preserved 717 Birch, paper 6 Average Preserved 718 Oak, red 7 Good Preserved 719 Birch, paper 14 Average Preserved 720 Cherry, black 13 Good Preserved 721 Oak, red 39 Good Preserved 722 Oak, red 39 Average Preserved 723 Birch, paper 6 Average Preserved 724 Birch, paper 7 Average Preserved 725 Maple, red 7 Average Preserved 726 Maple, red 7 Average Preserved 727 Maple, red 7 Average Preserved 728 Birch, paper 6 Average Preserved 729 Oak, red 30 Good Preserved 730 Oak, bur 29 Good Preserved 731 Maple, red 8 Good Preserved 732 Oak, bur 20 Good Preserved 733 Maple, red 6 Good Preserved 734 Birch, paper 10 Good Preserved 735 Oak, bur 26 Good Preserved 736 Birch, paper 8 Good Preserved 737 Oak, red 28 Average Preserved 738 Cherry, black 16 Average Preserved 739 Maple, red 7 Average Preserved 740 Birch, paper 9 Average Preserved 741 Birch, paper 9 Average Preserved 742 Birch, paper 9 Average Preserved 743 Birch, paper 6 Average Preserved 744 Birch, paper 8 Average Preserved 745 Birch, paper 16 Average Preserved 746 Birch, paper 13 Average Preserved 2x 7 6 747 Birch, paper 6 Good Preserved 748 Maple, red 7 Average Preserved 749 Elm, american 14 Average Preserved 750 Maple, red 11 Good Preserved 751 Maple, red 16 Average Preserved 2x 9 7 752 Maple, red 7 Good Preserved 753 Maple, red 8 Average Preserved 754 Maple, red 26 Average Preserved 4x 7 7 6 6 755 Maple, red 13 Average Preserved 2x 7 6 756 Maple, red 13 Average Preserved 2x 7 6 757 Maple, red 16 Average Preserved 2x 9 7 758 Maple, red 9 Average Preserved 759 Oak, red 8 Good Preserved 760 Oak, red 9 Average Preserved 761 Maple, red 9 Good Preserved 762 Maple, red 11 Average Preserved 763 Maple, red 13 Good Preserved 764 Birch, paper 14 Average Preserved 765 Birch, paper 14 Average Preserved 766 Birch, paper 7 Average Preserved 767 Birch, paper 10 Average Preserved 768 Birch, paper 9 Average Preserved 769 Birch, paper 8 Average Preserved 770 Birch, paper 6 Average Preserved 771 Birch, paper 7 Average Preserved 772 Birch, paper 7 Average Preserved 773 Birch, paper 7 Average Preserved 774 Maple, red 7 Average Preserved 775 Maple, silver 12 Average Preserved 776 Birch, paper 10 Average Preserved 777 Birch, paper 13 Average Preserved 778 Birch, paper 8 Average Preserved 779 Birch, paper 16 Average Preserved 2x 9 7 780 Oak, bur 30 Average Preserved 781 Maple, red 6 Average Preserved 782 Oak, bur 26 Good Preserved 783 Maple, red 6 Average Preserved 784 Maple, red 11 Average Preserved 785 Birch, paper 7 Average Preserved 786 Birch, paper 6 Average Preserved 787 Birch, paper 6 Average Preserved 788 Maple, red 11 Average Preserved 789 Birch, paper 8 Average Preserved 790 Cherry, black 13 Good Preserved 791 Birch, paper 9 Average Preserved 792 Birch, paper 11 Average Preserved 793 Birch, paper 14 Average Preserved 2x 7 7 794 Birch, paper 7 Average Preserved 795 Maple, red 7 Average Preserved 796 Cherry, black 6 Average Preserved 797 Birch, paper 6 Average Preserved 798 Birch, paper 7 Average Preserved 799 Birch, paper 6 Average Preserved 800 Birch, paper 7 Average Preserved 801 Birch, paper 7 Average Preserved 802 Birch, paper 7 Average Preserved 803 Birch, paper 6 Average Preserved 804 Elm, american 6 Average Preserved 805 Birch, paper 7 Average Preserved 806 Birch, paper 7 Average Preserved 807 Maple, silver 17 Good Preserved 808 Birch, paper 15 Average Preserved 2x 8 7 809 Cherry, black 6 Average Preserved 810 Maple, red 6 Average Preserved 811 Birch, paper 9 Average Preserved 812 Birch, paper 19 Average Preserved 2x 11 8 813 Maple, red 9 Average Preserved 814 Maple, red 10 Average Preserved 815 Birch, paper 6 Average Preserved 816 Birch, paper 11 Average Preserved 817 Maple, red 9 Average Preserved 818 Maple, red 9 Average Preserved 819 Maple, red 7 Average Preserved 820 Birch, paper 12 Average Preserved 821 Maple, red 14 Average Preserved 822 Maple, red 7 Average Preserved 823 Maple, red 7 Average Preserved 824 Birch, paper 9 Good Preserved 825 Birch, paper 7 Good Preserved 826 Maple, red 7 Good Preserved 827 Maple, red 10 Good Preserved 828 Maple, red 9 Average Preserved 829 Maple, red 7 Average Preserved 830 Maple, red 7 Average Preserved 831 Cherry, black 8 Average Preserved 832 Maple, red 13 Average Preserved 2x 7 6 833 Maple, red 8 Average Preserved 834 Maple, red 7 Average Preserved 835 Birch, paper 9 Average Preserved 836 Birch, paper 6 Good Preserved 837 Maple, red 9 Good Preserved 838 Maple, red 8 Good Preserved 839 Birch, paper 10 Good Preserved 840 Maple, red 6 Average Preserved 841 Birch, paper 8 Average Preserved 842 Maple, red 7 Average Preserved 843 Birch, paper 10 Average Preserved 844 Birch, paper 10 Good Preserved 845 Birch, paper 14 Average Preserved 2x 7 7 846 Maple, red 10 Average Preserved 847 Maple, red 8 Average Preserved 848 Maple, red 6 Average Preserved 849 Maple, red 20 Average Preserved 850 Maple, red 18 Average Preserved 851 Maple, red 10 Average Preserved 852 Maple, red 9 Average Preserved 853 Maple, red 9 Average Preserved 854 Birch, paper 9 Average Preserved 855 Birch, paper 6 Good Preserved 856 Birch, paper 8 Average Preserved 857 Birch, paper 6 Average Preserved 858 Birch, paper 9 Average Preserved 859 Birch, paper 10 Average Preserved 860 Birch, paper 14 Average Preserved 2x 7 7 861 Maple, red 9 Average Preserved 862 Maple, red 9 Average Preserved 863 Cherry, black 11 Average Preserved 864 Maple, red 7 Average Preserved 865 Maple, red 18 Average Preserved 866 Birch, paper 9 Average Preserved 867 Maple, red 6 Average Preserved 868 Maple, red 6 Average Preserved 869 Birch, paper 9 Good Preserved 870 Maple, red 6 Average Preserved 871 Birch, paper 8 Average Preserved 872 Birch, paper 7 Average Preserved 873 Birch, paper 6 Average Preserved 874 Birch, paper 7 Average Preserved 875 Birch, paper 7 Average Preserved 876 Birch, paper 12 Average Preserved 877 Birch, paper 9 Average Preserved 878 Birch, paper 10 Average Preserved 879 Maple, red 7 Average Preserved 880 Birch, paper 7 Average Preserved 881 Basswood, american 60 Average Preserved 882 Elm, american 10 Average Preserved 883 Birch, paper 7 Average Preserved 884 Birch, paper 7 Average Preserved 885 Oak, bur 44 Average Preserved 2x 30 14 886 Oak, bur 7 Average Preserved 887 Oak, red 43 Good Preserved 888 Boxelder 39 Secondary Average Preserved 2x 27 12 889 Boxelder 21 Secondary Average Preserved 890 Boxelder 21 Secondary Average Preserved 891 Elm, american 7 Average Preserved 892 Elm, american 12 Average Preserved 893 Birch, paper 34 Average Preserved 3x 12 12 10 894 Oak, red 18 Average Preserved 895 Birch, paper 20 Average Preserved 896 Birch, paper 8 Average Preserved 897 Maple, red 8 Average Preserved 898 Boxelder 36 Secondary Average Preserved 899 Boxelder 30 Secondary Average Preserved 900 Elm, american 9 Average Preserved 901 Oak, red 14 Average Preserved 902 Oak, red 10 Average Preserved 903 Birch, paper 8 Average Preserved 904 Birch, paper 11 Average Preserved 905 Oak, red 15 Average Preserved 906 Oak, red 9 Good Preserved 907 Birch, paper 36 Average Preserved 3x 13 12 11 908 Oak, red 19 Good Preserved 909 Oak, red 7 Average Preserved 910 Oak, red 10 Average Preserved 911 Oak, red 8 Average Preserved 912 Oak, red 9 Average Preserved 913 Cherry, black 7 Average Preserved 914 Cherry, black 15 Average Preserved 915 Cedar, red 9 Primary Dec. 6-20"Average Removed 916 Oak, red 17 Good Preserved 917 Oak, red 18 Average Preserved 2x 12 6 918 Oak, red 7 Average Preserved 919 Oak, red 15 Good Preserved 920 Oak, red 12 Average Preserved 921 Oak, red 14 Average Preserved 922 Cedar, red 8 Average Preserved 923 Birch, paper 13 Average Preserved 2x 7 6 924 Birch, paper 9 Average Preserved 925 Birch, paper 11 Good Preserved 926 Birch, paper 7 Primary Dec. 6-20"Average Removed 927 Cherry, black 6 Primary Dec. 6-20"Average Removed 928 Cottonwood, eastern 28 Secondary 20-30"Good Removed 929 Birch, paper 23 Average Preserved 3x 8 8 7 930 Oak, red 10 Good Preserved 931 Oak, red 12 Good Preserved 932 Oak, red 6 Average Preserved 933 Cherry, black 10 Average Preserved LICENSE NO:DATE: I HEREBY CERTIFY THAT THIS SUREY, PLAN, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. Joshua J. McKinney 53234 XX/XX/XXXX RED PINE STAND #1 RED PINE STAND #2 RED PINE STAND #3 RED PINE STAND #4 FU T U R E AC C E S S O R Y BL D G . P A D FUTURE ACCESSORY BLDG. PAD FUTURE ACCESSORY BLDG. PAD FUTURE ACCESSORY BLDG. PAD FUTURE ACCESSORY BLDG. PAD FU T U R E AC C E S S O R Y BL D G . P A D FU T U R E AC C E S S O R Y BL D G . P A D 30 NO V A K A V E N U E N O R T H 30 205TH STREET NORTH S MINOR COLLECTOR 30 30 NO V A K A V E N U E N O R T H BLOCK 1 BLOCK 2 P P S S P P S S P S P S BIG MARINE L O O P O N - R O A D T R A I L (VILLAGE CON N E C T I O N ) S P P FU T U R E AC C E S S O R Y BL D G . P A D 2 1 3 5 4 2 3 1 PROPOSED HOUSE PAD PROPOSED HOUSE PAD PR O P O S E D H O U S E P A D PROPOSED HOUSE PAD PROPOSED HOUSE PAD PROPOSED HOUSE PAD P R O P O S E D H O U S E P A D PROPOSED HOUSE PAD MODEL HOME #1 MODEL HOME #2 EXISTING NATURAL SWM BASIN #2 EXISTING NATURAL SWM BASIN #1 EXISTING NATURAL SWM BASIN #4 EXISTING NATURAL SWM BASIN #6 EX. NATURAL SWM BASIN #5 PROP. SWM BASIN #5 WETLAND #1 25' BUFFER (EX. SWM BASIN #3) S F S F SF SF SF SF PROP. SWM BASIN #7 LANDSCAPE PLAN FOR HOME CONSTRUCTION18219 70th Pl N, Maple Grove MN 55311 763.360.1307 | nate@aterraland.com A3A5+:ER=0*E:TERRASUBMITTALS & REVISIONS Date DescriptionRev.By PROJECT #: SHEET REVISION PAGE OF CHECKED: DRAWN: SCANDIA, MN LAUREL RIDGENRH DES - 24001 CONTINUUM DEVELOPMENT GROUP 03/18/24 NRH INITIAL SUBMITTAL NOT FOR CONSTUCT I O N 10L1.00 11 NOTE: ALL LANDSCAPING AND PROPOSED SEEDING ANY ANY REQUIRED TREE REMOVAL SHALL TAKE PLACE AT THE TIME OF CONSTRUCTION OF INDIVIDUAL HOMES BASED ON SITE AND GRADING PLANS SUBMITTED TO THE CITY AND WATERSHED FOR EACH BUILDINGS PERMIT. PROVIDE & INSTALL RODENT PROTECTION 1/2" HARDWIRE CLOTH, MESH CYLINDER, 8" DIA OR GREATER X 24" HT.. STAKE IN PLACE INSTALL TREE WITH ROOT FLARE VISIBLE AT TOP OF THE ROOT BALL. REMOVE SOIL IN LEVEL MANNER FROM TOP OF ROOT BALL TO EXPOSE 1ST 1/2" OR LARGER MAIN ORDER ROOT IF NEEDED. SET ROOT BALL WITH MAIN ORDER ROOT 1" ABOVE ADJACENT GRADE. DO NOT COVER TOP OF ROOT BALL WITH SOIL. INSTALL 3" LAYER OF SHREDDED HARDWOOD MULCH. PLACE NO MULCH IN CONTACT WITH TREE TRUNK REMOVE BURLAP, TWINE, ROPE AND WIRE FROM TOP HALF OF ROOT BALL BUILD 4" HIGH EARTH SAUCER BEYOND EDGE OF ROOT BALL EDGE CONDITION VARIES PLACE ROOT BALL ON UNDISTURBED OR COMPACTED SOIL SCARIFY SIDES OF TREE PIT WITH SPADE BY HAND TO BIND WITH PREPARED SOIL PLANTING SOIL, REFER TO SPECIFICATIONS, COMPACT TO 85% OF MAX. DRY UNIT WEIGHT ACCORDING TO ASTM D 698 TAMP SOIL AROUND ROOT BALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOT BALL DOES NOT SHIFT DIG PLANTING PIT 4" TO 6" DEEPER THAN ROOT BALL UNDISTURBED SUBGRADE NOTE: CONTRACTOR SHALL MAINTAIN TREES IN A PLUMB POSITION THROUGHOUT THE WARRANTY PERIOD. IF STAKING IS REQUIRED BY SITE CONDITIONS, CONTRACTOR TO USE 2 OR 3 STAKE METHOD WITH 1" WEBBING AROUND TRUNK OF TREE (NO WIRE OR CABLING TO BE USED) WRAP TREE TRUNKS PER NOTES. 30" RADIUS MULCH RING A1.5 X A MIN. 1 1 TREE PLANTING DETAIL PLANTING CODE TREE PLANTING KEY LANDSCAPE NOTES 1.NO PLANTS SHALL BE INSTALLED UNTIL FINAL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. 2.ALL PLANTING STOCK SHALL CONFORM TO THE "AMERICAN STANDARD FOR NURSERY STOCK," ANSI-Z60, LATEST EDITION, OF THE AMERICAN ASSOCIATION OF NURSERYMEN, INC. AND SHALL CONSTITUTE MINIMUM QUALITY REQUIREMENTS FOR PLANT MATERIALS. 3.ALL PLANTS MUST BE HEALTHY, VIGOROUS MATERIAL, FREE OF PESTS AND DISEASE AND BE CONTAINER GROWN OR BALLED AND BURLAPPED AS INDICATED IN THE LANDSCAPE LEGEND. 4.ALL TREES MUST BE STRAIGHT TRUNKED AND FULL HEADED AND MEET ALL REQUIREMENTS SPECIFIED. 5.THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS WHICH ARE DEEMED UNSATISFACTORY BEFORE, DURING, OR AFTER INSTALLATION. 6.NO SUBSTITUTIONS OF PLANT MATERIAL SHALL BE ACCEPTED UNLESS APPROVED IN WRITING BY THE LANDSCAPE ARCHITECT. 7.ALL PLANTING AREAS MUST BE COMPLETELY MULCHED AS SPECIFIED. 8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MULCHES AND PLANTING SOIL QUANTITIES TO COMPLETE THE WORK SHOWN ON THE PLAN. 9.ALL PLANTS SHALL BE GUARANTEED FOR TWO COMPLETE GROWING SEASONS (APRIL 1 - NOVEMBER 1), UNLESS OTHERWISE SPECIFIED. THE GUARANTEE SHALL COVER THE FULL COST OF REPLACEMENT INCLUDING LABOR AND PLANTS. 10.CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AT LEAST 3 DAYS PRIOR TO PLANNED DELIVERY. THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AT LEAST 24 HOURS IN ADVANCE OF BEGINNING PLANT INSTALLATION. 11.SEASONS/TIME OF PLANTING AND SEEDING: NOTE: THE CONTRACTOR MAY ELECT TO PLANT IN OFF-SEASONS ENTIRELY AT HIS/HER RISK. 11.1.DECIDUOUS /B&B: 4/1 - 6/1; 9/21 - 11/1 11.2.EVERGREEN B&B: 4/1 - 5/1; 9/21 - 11/1 CONIFEROUS REPLACEMENT TREES ( 4' HT- SELECT FROM NATIVE TREE LIST) DECIDUOUS REPLACEMENT TREES (1.5" CAL. - SELECT FROM NATIVE TREE LIST) OVERSTORY DECIDUOUS TREES (MIN. 2.5" CAL.): NATIVE: OCTOBER GLORY RED MAPLE (ACER RUBRUM 'OCTOBER GLORY') YES FALL FIESTA SUGAR MAPLE (ACER SACCHARUM 'BAILSTA') YES TRUE NORTH COFFEETREE, (GYMNOCLADUS DIOICUS 'UMNSYNERGY')YES NORTHERN RED OAK (QUERCUS RUBRA)YES FRONTYARD LINDEN (TILIA AMERICANA 'BAILYARD')YES CONIFEROUS TREES (MIN. 8' HT.): NATIVE: BALSAM FIR (ABIES BALSAMEA) YES BLACK HILLS SPRUCE (PICEA GLAUCA 'DENSATA') YES RED PINE (PINUS RESINOSA)YES WHITE PINE (PINUS STROBUS)YES EASTERN HEMLOCK (TSUGA CANADENSIS)YES ORNAMENTAL TREES (MIN. 2" CAL. OR 8' HT.) NATIVE: EARLY GLOW OHIO BUCKEYE (AESCULUS GLABRA 'JN SELECT')YES SERVICEBERRY, TREE FORM (AMELANCHIER X GRANDIFLORA 'AUTUMN BRILLIANCE')YES COCKSPUR HAWTHORN (CRATAEGUS CRUS-GALLI) YES AMERICAN HAZELNUT, TREE FORM (CORYLUS AMERICANA)YES EASTERN WAHOO, TREE FORM (EUONYMUS ATROPURPUREUS) YES WITCH HAZEL, TREE FORM (HAMAMELIS VIRGINIANA)YES WET AREA DECIDUOUS TREES (MIN. 2.5" CAL): NATIVE: NORTHWOODS RED MAPLE (ACER RUBRUM 'NORTHWOOD')YES HERITAGE RIVER BIRCH, CLUMP (BETULA NIGRA 'CULLY') YES NORTHERN CATALPA (CATALPA SPECIOSA) YES AMERICAN PERSIMMON DIOSPYROS VIRGINIANA 'YATES') YES SWAMP WHITE OAK (QUERCUS BICOLOR)YES TABLE 153.400.060.1 OF THE SCANDIA UDC: REQUIRED PROPOSED SINGLE FAMILY RESIDENTIAL 5 TREES PER LOT 5 TREES PER LOT TREE REPLACEMENTS (SEE L0.01)48 CONIFEROUS 48 CONIFEROUS 152 DECIDUOUS 152 DECIDUOUS N SCALE IN FEET 0 16080 LICENSE NO:DATE: I HEREBY CERTIFY THAT THIS SUREY, PLAN, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. Joshua J. McKinney 53234 XX/XX/XXXX RED PINE STAND #1 RED PINE STAND #2 RED PINE STAND #3 RED PINE STAND #4 FU T U R E AC C E S S O R Y BL D G . P A D FUTURE ACCESSORY BLDG. PAD FUTURE ACCESSORY BLDG. PAD FUTURE ACCESSORY BLDG. PAD FUTURE ACCESSORY BLDG. PAD FU T U R E AC C E S S O R Y BL D G . P A D FU T U R E AC C E S S O R Y BL D G . P A D 30 NO V A K A V E N U E N O R T H 30 205TH STREET NORTH S MINOR COLLECTOR 30 30 NO V A K A V E N U E N O R T H BLOCK 1 BLOCK 2 P P S S P P S S P S P S BIG MARINE L O O P O N - R O A D T R A I L (VILLAGE CON N E C T I O N ) S P P FU T U R E AC C E S S O R Y BL D G . P A D 2 1 3 5 4 2 3 1 PROPOSED HOUSE PAD PROPOSED HOUSE PAD PR O P O S E D H O U S E P A D PROPOSED HOUSE PAD PROPOSED HOUSE PAD PROPOSED HOUSE PAD P R O P O S E D H O U S E P A D PROPOSED HOUSE PAD MODEL HOME #1 MODEL HOME #2 EXISTING NATURAL SWM BASIN #2 EXISTING NATURAL SWM BASIN #1 EXISTING NATURAL SWM BASIN #4 EXISTING NATURAL SWM BASIN #6 EX. NATURAL SWM BASIN #5 PROP. SWM BASIN #5 WETLAND #1 25' BUFFER (EX. SWM BASIN #3) S F S F SF SF SF SF PROP. SWM BASIN #7 GROUNDCOVER SEEDING PLAN18219 70th Pl N, Maple Grove MN 55311 763.360.1307 | nate@aterraland.com A3A5+:ER=0*E:TERRASUBMITTALS & REVISIONS Date DescriptionRev.By PROJECT #: SHEET REVISION PAGE OF CHECKED: DRAWN: SCANDIA, MN LAUREL RIDGENRH DES - 24001 CONTINUUM DEVELOPMENT GROUP 03/18/24 NRH INITIAL SUBMITTAL NOT FOR CONSTUCT I O N 11L2.00 11 NOTE: ALL LANDSCAPING AND PROPOSED SEEDING ANY ANY REQUIRED TREE REMOVAL SHALL TAKE PLACE AT THE TIME OF CONSTRUCTION OF INDIVIDUAL HOMES BASED ON SITE AND GRADING PLANS SUBMITTED TO THE CITY AND WATERSHED FOR EACH BUILDINGS PERMIT. MAINTAINED TURF NOTES: TURF ESTABLISHMENT SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE PROVISIONS OF THE MN/DOT 2105 AND 2575 EXCEPT AS MODIFIED BELOW: 1.ALL AREAS TO RECEIVE SOD SHALL ALSO RECEIVE 6" OF TOPSOIL PRIOR TO INSTALLING SOD. TOPSOIL SHALL BE FREE OF TREE ROOTS, STUMPS, BUILDING MATERIAL, AND TRASH, AND SHALL BE FREE OF STONES LARGER THAN 1 1 2" INCHES IN ANY DIMENSION. 2.WHERE SOD ABUTS PAVED SURFACES, FINISHED GRADE OF SOD/SEED SHALL BE HELD 1" BELOW SURFACE ELEVATION OF TRAIL, SLAB, CURB, ETC. 3.SOD SHALL BE LAID PARALLEL TO THE CONTOURS AND SHALL HAVE STAGGERED JOINTS. ON SLOPES STEEPER THAN 3:1 OR IN DRAINAGE SWALES, SOD SHALL BE STAKED SECURELY. 4.TURF ON ALL OTHER AREAS DISTURBED BY CONSTRUCTION SHALL BE RESTORED BY SEEDING, MULCHING AND FERTILIZING. SEED MIXTURES HALL BE APPLIED PER THE APPLICATION RATES FOUND IN THE TABLES ABOVE. 5.ALL DISTURBED AREAS TO BE TURF SEEDED, ARE TO RECEIVE 6" TOP SOIL, SEED, MULCH, AND WATER UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. FOR SLOPES STEEPER THAN 3:1 OR IN DRAINAGE SWALES INSTALL EROSION CONTROL BLANKET. 6.ALL DISTURBED AREAS TO RECEIVE NATIVE SEED, ARE TO RECEIVE PLANTING SOIL, SEED, MULCH, AND WATER UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. FOR SLOPES STEEPER THAN 3:1 OR IN DRAINAGE SWALES INSTALL EROSION CONTROL BLANKET. LOW MAINTENANCE TURF NOTES: 1.DURING GROWING SEASON NEVER MOW SHORTER THAN 3.5 INCHES, PREFERRED MAINTENANCE IS MOW ONCE PER MONTH AT 5" HEIGHT 2.DO NOT USE HIGH NITROGEN FERTILIZER 3.OVERSEED THIN,BARE SPOTS IN FALL 4.SET MOWER TO 3" FOR BAGGING AND MOWING IN LATE FALL AFTER GROWING SEASON 5.IF SEEDED OUTSIDE OF SUMMER MONTHS, A COVER CROP OF WINTER WHEAT. GROUNDCOVER INSTALLATION NOTES GROUNDCOVER KEY & APPLICATION RATES CUSTOM SHORTGRASS NATIVE MIX (TWIN CITY SEED CO.) APPLIED AT 15 LBS PER ACRE. SIDEOATS GRAMA (BOUTELOUA CURTIPENDULA)10% BLUE GRAMA (BOUTELOUA GRACILIS) 5% SLENDER WHEATGRASS (ELYMUS TRACHYCAULUS)15% VIRGINIA WILD RYE (ELYMUS VIRGINICUS)10% JUNEGRASS (KOELERIA MACRANTHA) 5% LITTLE BLUESTEM (SCHIZACHYRUIM SCOPARIUM)10% SAND DROPSEED (SPOROBOLUS CRYPTANDRUS) 5% ANNUAL OATS COVER CROP (AVENA SATIVA)10% ANNUAL RYE GRASS COVER CROP (LOLIUM MULTIFLORUM)10% SHORT NATIVE MESIC FORB MIX 20% BUTTERFLY WEED (ASCLEPIAS TUBEROSA) ANISE HYSSOP (AGASTACHE FOENICULUM) COLUMBINE (AQUILEGIA CANADENSIS) NEW ENGLAND ASTER (ASTER NOVAE-ANGLIAE) PARTRIDGE PEA (CHAMAECRISTA FASCICULATA) PURPLE PRAIRIE CLOVER (DALEA PURPUREA) BUNDLEFLOWER (DESMANTHUS ILLINOENSIS) SHOWY TICK TREFOIL (DESMODIUM CANADENSE) PURPLE CONEFLOWER (ECHINACEA PURPUREA) CALIFORNIA POPPY (ESCHSCHOLZIA CALIFORNICA) ORANGE HAWKWEED (HIERACIUM AURANTIACUM) PRAIRIE BLAZING STAR (LIATRIS PYCNOSTACHYA) CARDINAL FLOWER (LOBELIA CARDINALIS) LUPINE (LUPINIS PERENNIS) BLACK EYED SUSAN (RUDBECKIA HIRTA) SPIDERWORT (TRADESCANTIA VIRGINIANA) MN-DOT MIX 33-262 APPLIED AT 40 LBS PER ACRE LOW MAINTENANCE TURF MIX- 75% DITCH MIX, 25% LOW GROW FESCUE MIX (TWIN CITY SEED CO.) SOD OR "TCS TUFF TURF" MIX (TWIN CITY SEED CO.) APPLIED AT 200 LBS PER ACRE. N SCALE IN FEET 0 16080 LICENSE NO:DATE: I HEREBY CERTIFY THAT THIS SUREY, PLAN, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. Joshua J. McKinney 53234 XX/XX/XXXX 205TH ST. N. NO V A K A V E . N . NO V A K A V E . N . 1 2 3 321 B L O C K 2 B L O C K 1 (AREA=4.38 ACRES) (AREA=4.38 ACRES) (AREA=4.38 ACRES) (AREA=4.49 ACRES) (AREA=4.49 ACRES) (AREA=4.49 ACRES)(AREA=4.49 ACRES) (AREA=4.49 ACRES) 29.5 2.5 20.3 24.4 234.9 391.5 408. 48.3 3RO3OSE'SE3T,C AREA 3RO3OSE'SE3T,C AREA 3RO3OSE'SE3T,C AREA 3RO3OSE'SE3T,C AREA 3R O 3 O S E ' SE 3 T , C A R E A 3RO3OSE'SE3T,C AREA 3RO3OSE'SE3T,C AREA 3RO3OSE'SE3T,C AREA 5 4 CALL BE)ORE <O8 ',* T:,N C,T< AREATOLL )REE180025211514540002 *RSKHU SWDWH OQH CDOO LE*AL 'ESCR,3T,ON S8RVE< NOTES TKH SRXWKZHVW TXDUWHU RI WKH NRUWKHDVW TXDUWHU (S:ò RI NEò) LQ SHFWLRQ TZHQW\ÿWZR (22) TRZQVKLS TKLUW\WZR (32) NRUWK RI RDQJH TZHQW\ (20) :HVW. EASE0ENTSENC8BRANCES 0 NORTH 80 10 AV VKRZQ RQ WKH LDQG TLWOH ,QF. DV DJHQW IRU )LUVW APHULFDQ TLWOH ,QVXUDQFH CRPSDQ\ CRPPLWPHQW NR. 845 LVVXHG RQ SHSWHPEHU 18 2023. 11.SXEMHFW WR 205WK SWUHHW NRUWK DQG NRYDN AYHQXH DV VKRZQ RQ DYDLODEOH PDSV. AREA TOTAL AREA AS SHO:N = 119210 S4.)T. ,NCL8',N* 1848 S4.)T. O) 3RO3OSE' ROA':A< R,*HT O) :A<. 'EVELO3E0ENT 'ATA B8,L',N* SETBACKS 3ER S,TE 3LAN )RONT = 50 CORNER 50 S,'E = 25 REAR = 50 0A; 25 LOT COVERA*E TOTAL 3ARCEL AREA = 119210 S4. )T. LOT 1 BLOCK 1 = 190915 S4. )T.4.38 AC . LOT 2 BLOCK 1 = 190915 S4. )T.4.38 AC. LOT 3 BLOCK 1 = 19091 S4. )T.4.38 AC . LOT 1 BLOCK 2 = 19559 S4. )T.4.49 AC . LOT 2 BLOCK 2 = 19559 S4. )T.4.49 AC . LOT 3 BLOCK 2 = 19559 S4. )T.4.49 AC . LOT 4 BLOCK 2 = 19559 S4. )T.4.49 AC . LOT 5 BLOCK 2 = 195595 S4. )T.4.49 AC . 3RO3OSE' R: = 18485 S4.)T. 3.8 AC. 3,'2203220130001 CONTACT ':A<NE S,K,CH CONT,N880 'EVELO30ENT *RO83 12.290.504 GZD\QH# FRQWLQXXPGHYHORSPHQWJURXS.FRP 851 244TH SWUHHW )RUHVW LDNH 0N 55025 3REL,0,NAR< 3LAT CO8NT<C,T< REV,S,ONS 3RO-ECT LOCAT,ON LAN' S8RVE<,N* ,NC. CORNERSTONE SXLWH 200 190 NRUWKZHVWHUQ AYH. SWLOOZDWHU 0N 55082 3KRQH 51.25.899 GDQ#FVVXUYH\ .QHW 'ATE REV,S,ON 3RO-ECT NO. ),LE NA0E 13952 205TH ST. N. C,T< O) SCAN',A :ASH,N*TON CO8NT< 1124 ,N,T,AL ,SS8E 1124 REV,S,ONS 3ER CL,ENT 2024 83'ATE 8T,L,T,ES 2024 83'ATE SE3T,C AREAS 30424 83'ATE SE3T,CEASE. AREAS CERT,),CAT,ON , KHUHE\ FHUWLI\ WKDW WKLV SODQ ZDV SUHSDUHG E\ PH RU XQGHU P\ GLUHFW VXSHUYLVLRQ DQG WKDW , DP D GXO\ LLFHQVHG LDQG SXUYH\RU XQGHU WKH ODZV RI WKH VWDWH RI 0LQQHVRWD. 'DQLHO L. TKXUPHV RHJLVWUDWLRQ NXPEHU 2518 'DWHBBBBBBBBBBBBBBBBBB1124 LA8RELR,'*E 1.BEAR,N*S ARE BASE' ON THE :ASH,N*TON CO8NT< COOR',NATE S<STE0 NA' 1983. ELEVAT,ONS BASE' ON *3S 'ER,VE' VAL8ES )OR NAV' 88. 2.8N'ER*RO8N' 8T,L,T,ES SHO:N 3ER *O3HER ONE LOCATES. 3.THERE 0A< SO0E 8N'ER*RO8N' 8T,L,T,ES *AS ELECTR,C ETC. NOT SHO:N OR LOCATE'. 4.CONTO8RS SHO:N 3ER L,'AR 'ATA OBTA,NE' )RO0 THE 'NR 0NTO3O :EBS,TE. NOT ),EL' VER,),E'. 5.)OR THE 38R3OSE O) TH,S S8RVE< THE R,*HT O) :A< :,'THS )OR 205TH ST. N. HAVE BEEN SHO:N TO BE 50 )EET )RO0 THE TRAVELE' CENTERL,NE O) THE E;,ST,N* B,T80,NO8S ROA'. TH,S :,'TH ,S 3RO3OSE' AN' ,S SHO:N )OR RE)ERENCE 38R3OSES ONL<. THE ACT8AL :,'TH O) THE R,*HT O) :A< 0A< 'E3EN' ON 8SE. .:ETLAN' 'EL,NEAT,ON AN' LOCAT,ON B< K-OLHA8* ENV,RON0ENTAL SERV,CES CO03AN< ,NC. 'ATE' 10123. .SE3T,C AREAS B< =,ERKE SO,L TEST,N* ON 010924 8.TH,S 3ARCEL ,S LOCATE' ,N =ONE ; AREAS 'ETER0,NE' TO BE O8TS,'E THE 0.2 ANN8AL CHANCE )LOO'3LA,N AS SHO:N ON )E0A )LOO' ,NS8RANCE RATE 0A3 N80BER 203C0152E HAV,N* AN E))ECT,VE 'ATE O) )EBR8AR< 3R' 2010. O:NER 0LWFK -RKQVRQ 539 SSUXFH 'ULYH HXGVRQ :, 5401 PMRKQ1515#\DKRR.FRP 51.983.9902 LE*EN' 8N'ER*RO8N' TELE3HONE OVERHEA' 8T,L,T< 8N'ER*RO8N' *AS )ENCE B8,L',N* L,NE B,T80,NO8S S8R)ACE CONCRETE S8R)ACE )O8N' CAST ,RON 0ON80ENT )O8N' 0ON80ENT (AS NOTE') SET ,RON 3,3E 0ARKE' :,TH 0N L,CENSE NO. 2518 CABLE TV 3E'ESTAL ELECTR,C 0ETER ELECTR,C TRANS)OR0ER *8< :,RE 3O:ER 3OLE *AS 0ETER TELE3HONE 3E'ESTAL SAN,TAR< CLEANO8T :ATER :ELL 0A,L BO; TREES C'23001 S8RVC'001 3REL,0,A,NR< 3LAT 8N'ER*RO8N' 8T,L,T,ES NOTES THE 8N'ER*RO8N' 8T,L,T,ES SHO:N HAVE BEEN LOCATE' )RO0 ),EL' S8RVE< ,N)OR0AT,ON AN' E;,ST,N* 'RA:,N*S. THE S8RVE<OR 0AKES NO *8ARANTEE THAT THE 8N'ER*RO8N' 8T,L,T,ES SHO:N CO03R,SE ALL S8CH 8T,L,T,ES ,N THE AREA E,THER ,N SERV,CE OR ABAN'ONE'. THE S8RVE<OR )8RTHER 'OES NOT :ARRANT THAT THE 8N'ER*RO8N' 8T,L,T,ES SHO:N ARE ,N THE E;ACT LOCAT,ON ,N',CATE' ALTHO8*H HE 'OES CERT,)< THAT THE< ARE LOCATE' AS ACC8RATEL< AS 3OSS,BLE )RO0 THE ,N)OR0AT,ON AVA,LABLE. TH,S S8RVE< HAS NOT 3H<S,CALL< LOCATE' THE 8N'ER*RO8N' 8T,L,T,ES. *O3HER STATE ONE CALL LOCATE T,CKET N80BER(S) 24025052 AN' 240250585. SO0E 0A3S :ERE RECE,VE' :H,LE OTHER 8T,L,T,ES ',' NOT RES3ON' TO THE LOCATE RE48EST. A'',T,ONAL 8T,L,T,ES O) :H,CH :E ARE 8NA:ARE 0A< E;,ST. THE )OLLO:,N* CO03AN,ES :ERE NOT,),E' AS SHO:N ON THE ABOVE L,STE' *O3HER STATE ONE CALL LOCATE T,CKET N80BERS CONNE;8S ENER*< )RONT,ER CO008N,CAT,ONS 0,NNESOTA ENER*< RESO8RCES 0,'CONT,NENT CO008N,CAT,ONS ;CEL ENER*< SHEET: C2.01 PAGE: 3 OF 12 !( !( !( !( !(!( !( 9 9 8 992 99 4 10 1 6 10 1 6 1036 988 1042 1054 970 102 2 97897497699 6 1014 1 0 1 2 1010 10 1 8 1038 10 3 8 1062 9 9 2 1010 1048 105 2 10 3 8 1010 1046 1028 1008 1016 1040 1060 1044 1016 976 994 103 6 1 0 6 6 992 1022 1004 9 7 2 101 2 10 5 0 10 1 6 1038 103 6 984 10 4 4 1010 1026 998 1028 1044 1004 104 2 10 2 0 99 4 1 0 6 0 1064 9 9 6 10 2 8 988 1052 974 1036 103 4 10 5 8 1020 1046 9 7 8 1010 998 1 0 6 2 9 9 6 984 1054 1038 994 1014 101 4 1 0 1 4 980 10 1 4 1 0 2 4 101 2 100 0 976 10 4 2 10 5 6 10 3 4 978 1032 10 2 6 982 10 6 0 10 4 2 996 998 101 6 996 1012 1022 998 1002 1042 1028 1030 1026 1006 1012 1024 984 1024 994 1004 1014 1040 980 10 1 8 986 1014 1000 982 986 100 0 998 10 0 2 10 3 8 1008 984 1 0 0 0 1 0 1 6 988 1002 1058 99 4 1004 1012 10 1 4 1002 986 988 992 1056 988 102 2 1054 990 996 998 10 1 6 1052 1014 1046 1050 1018 1 0 2 0 1012 990 1 0 4 8 1028 1022 102 0 992 994 1018 1026 10 2 4 1 0 1 6 1014 10 4 4 10 4 2 10 1 2 996 998 1030 103 4 10 3 8 1012 103 2 103 6 1008 1006 1002 1010 100 0 1040 1006 1004 1010 1008 Wetland 1 SP-A SP-E SP-D SP-B SP1-1 SP-C Figure 2 - Existing Conditions TEP Revisesd 11-2-2023 (2021 FSA Photo) Laurel Ridge (KES 2023-139)Scandia, Minnesota Note: Boundaries indicatedon this figure are approximate and do not constitute an official survey product. ¯0 1,000 Feet Legend Offsite Wetland Estimate Site Boundary Wetland Boundary !(Sample Point Washington County Lidar Source: MNGEO Spatial Commons Circular 39 Cowardin 1 Type 1 PEM1A 0.06-ac Wetland ID Wetland Type Onsite Acreage Offsite Wetland 14727 209 th St. N., Scandia, Minnesota 55073 Phone (651) 433 -2274 Fax (651) 433 -5112 http://www.cityofscandia.com May 2, 2024 Brenda Eklund City Clerk 14727 209th Street N Scandia, MN 55073 RE: Laurel Ridge Preliminary Plat Review Dear Ms. Eklund, We have completed our review of the submittal for Laurel Ridge Preliminary Plat received March 18, 2024, from the representatives of Continuum Development Group, LLC. The following submitted documents were reviewed: • Preliminary Plat – Laurel Ridge, dated March 15, 2024, by Continuum Development Group, LLC. • Preliminary Plan Set – Laurel Ridge, dated March 18, 2024, by Continuum Development Group, LLC containing 12 plan sheets including: Existing Conditions, Site Plan, Grading Plan, Details, and Landscape Plan. • Development Exhibits – Laurel Ridge, dated March 1, 2024, by Continuum Development Group, LLC. • Stormwater Management Report – Laurel Ridge, dated March 6, 2024, by Continuum Development Group, LLC. • Sub-surface sewer treatment system testing and Certification of Compliance at Laurel Ridge, dated January 22, 2024, and received March 29, 2024. We provide the following comments for the proposed improvements: Preliminary Plat Sheet C2.01: Preliminary Plat 1. Verify drainage and utility easements are shown for all low areas, ponds, and wetlands up to the 100-yr High Water Level, including maintenance access benches. 14727 209 th St. N., Scandia, Minnesota 55073 Phone (651) 433 -2274 Fax (651) 433 -5112 http://www.cityofscandia.com Preliminary Plan Set Sheet C3.01/C3.02: Grading Plan 1. The Carnelian-Marine on St. Croix Watershed District has issued conditional approval of this development’s permit upon the completion of their comments submitted to the developer on April 2nd, 2024. 2. Current drainage issues include: a. There are 7 proposed water treatment basins, 1 existing basing to remain untouched, and 1 wetland. i. These will be extremely difficult to maintain, and the City will not take ownership of each of these basins. b. There are not sufficient access ways provided for the City to access each of these basins. As currently designed, the City has no means of access to Basins #5, #6 (existing and proposed), and #7. c. Drainage is currently being directed onto neighboring properties and over SSTS drainfields (drainage and utility easements not provided in these cases). d. The drainage plan calls for Emergency Overflows (EOFs) to overtop the following driveways where culverts should be used: i. Block 1 – Lot 1 ii. Block 1 – Lot 2 iii. Block 2 – Lot 1 iv. Block 2 – Lot 4 v. Block 2 – Lot 5 e. The drainage plan also calls for an EOF to overtop 205th Street N on the far west side of the development. This should be eliminated by installing a reinforced concrete pipe (RCP) crossing between Basin #1 and #2. 3. Lots shall be graded to drain to adjacent drainage and utility easements and right of way. Drainage shall not flow directly onto an adjacent lot, unless an appropriate drainage and utility easement is provided. Drainage shall also not flow directly over a proposed SSTS drainfield system. 4. Ensure ditch drainage is contained within the right of way and does not flow onto adjacent property. 5. Additional drainage and storm sewer comments are displayed in the markup attached. a. Storm sewer shall be utilized to eliminate the need for ditching to direct drainage across neighboring parcels. 6. Culverts should be installed to prevent flow over driveways and roadways. Install per city standard (min. 15” CMP). Driveway and Basin culverts should be installed as part of this project. 7. Storm sewer pipe to be installed crossing 205th street shall be a minimum of 15” in diameter and pipe material shall be RCP. 8. Full depth saw cuts will be required at new driveway connections. All pavement removals and saw cuts required to make these connections need to be included in the plans. 9. All driveways must be paved with bituminous or concrete to the ROW limit of 205th Street or beyond as part of this project. Gravel driveway connections will not be allowed. 10. Show well locations on plans. 11. Block 1, Lot 2 has a low floor elevation 1-foot below the septic system. This building pad also has a low floor elevation below the proposed EOF for “Existing Natural Basin 2”. The low floor elevations should be raised to 1006.0 to provide 1-foot of separation from the EOF and 0.5-foot separation from the septic system. 12. Block 2, Lot 1 has a driveway grade listed as high as 9.5%. Minimize this driveway slope as much as possible. 14727 209 th St. N., Scandia, Minnesota 55073 Phone (651) 433 -2274 Fax (651) 433 -5112 http://www.cityofscandia.com 13. Block 2, Lot 4 has a driveway grade listed as high as 9.6%. Minimize this driveway slope as much as possible. 14. Block 2, Lot 1 must have WM Basin #1 shifted to the southeast to stay outside of the 10’ easement off the Novak and 205th Street right of way. 15. Block 2, Lot 1 must have SWM Basin #7 shifted to the east to stay outside of the 10’ easement off the Novak right of way. 16. Block 2, Lot 3, must have SWM Basin #4 shifted to the south to stay outside of the 10’ easement off the 205th Street right of way. 17. Culverts located between basins shall have rip rap provided at the downstream apron draining into the basin. Riprap quantities shall be determined by Scandia standard detail STO-13. Sheets C3.03: Erosion and Sediment Control 18. Erosion control measures shall be implemented down gradient from the disturbed areas for the proposed septic fields. Civil Details 19. Pipe bedding details should be added to this plan. Sheets L1.00: Landscape Plan and Details 20. Landscape plan shall meet the requirements of the Development Code and as determined by the City. SWPPP 21. A SWPPP will need to be added to the plans. 22. Verify that all necessary permitting has been acquired to comply with SWPPP requirements. General Comments 23. This project will be responsible for development fees/permits as required by the City and Watershed District (CMSCWD). 24. Well systems will be permitted by the Minnesota Department of Health. 25. Septic systems will be permitted by Washington County Environmental and shall fulfill all other state and local permit requirements. 26. Developer shall anticipate having to execute a maintenance agreement as part of the Watershed’s permit requirements to fulfill the maintenance requirements for the stormwater management features that are not accessible to City Staff. All shall be privately owned and maintained apart from Basins #1, #2, and #4 as shown on this plan submittal. 14727 209 th St. N., Scandia, Minnesota 55073 Phone (651) 433 -2274 Fax (651) 433 -5112 http://www.cityofscandia.com 27. Construction traffic will be required to access this site from Olinda Trail N (CSAH 3) and leave on the same route. No construction traffic will be allowed on neighboring City streets per the attachment. 28. The plans shall clearly identify removals necessary, specifically at the exiting road connection. Full depth saw cut will be required at the connection. 29. The specifications for construction shall be submitted for review with final plans. 30. Site improvements shall be coordinated with the private utility owners. Conduit crossings for private utilities shall be shown on the construction plans. 31. A fully executed developer’s agreement must be in place prior to commencing work. 32. Developer shall provide proof of MPCA NPDES/SDS construction stormwater permit approval prior to construction. 33. A preconstruction meeting may be required to be held prior to any construction activity starting on site. The developer shall invite representatives from the City, Watershed, and the private utility owners. 34. Monuments. All lot corner pipes or iron rods must be a minimum of one half (1/2) inch in diameter, 18 inches in length, and shall be inscribed with the registration number of the land surveyor performing the survey. 35. After final restoration and turf establishment reaches 70% coverage applicant shall request final inspection through the City of Scandia. 36. Revised documents shall be submitted for review and acceptance prior to any construction activity starting. 37. Please respond in writing as to how the above comments will be addressed. Please do not hesitate to contact me at 612-597-7140 with any questions or comments you may have regarding this memo. Sincerely, Ryan J. Goodman, P.E. City Engineer Enclosures: PR O P O S E D S E C O N D A R Y SS T S D R A I N F I E L D EX I S T . S O I L : 4 9 B - T Y P E B AV G . G R O U N D E L E V = 1 0 0 2 . 5 (2 . 0 ' L O W E R T H A N L . F . E . ) PR O P O S E D S E C O N D A R Y SS T S D R A I N F I E L D EX . S O I L : 4 5 3 C - T Y P E C AV G . G R O U N D E L E V = 1 0 3 6 . 0 (0 . 5 ' L O W E R T H A N L . F . E . ) PR O P O S E D P R I M A R Y SS T S D R A I N F I E L D EX I S T . S O I L : 4 9 B - T Y P E B A V G . G R O U N D E L E V = 1 0 0 1 . 0 (3 . 5 ' L O W E R T H A N L . F . E . ) PR O P O S E D P R I M A R Y SS T S D R A I N F I E L D EX I S T . S O I L : 4 5 3 C - T Y P E C AV G . G R O U N D E L E V = 1 0 3 4 . 0 (2 . 5 ' L O W E R T H A N L . F . E . ) PR O P O S E D P R I M A R Y SS T S D R A I N F I E L D EX I S T . S O I L : 4 9 B - T Y P E B AV G . G R O U N D E L E V = 1 0 0 4 . 0 2. 5 ' L O W E R T H A N L . F . E . ) PR O P O S E D P R I M A R Y SS T S D R A I N F I E L D EX I S T . S O I L : 4 5 3 C - T Y P E C AV G . G R O U N D E L E V = 1 0 1 6 . 0 (1 0 . 5 ' L O W E R T H A N L . F . E . ) PR O P O S E D S E C O N D A R Y SS T S D R A I N F I E L D EX I S T . S O I L : 4 5 3 C - T Y P E C A V G . G R O U N D E L E V = 1 0 1 8 . 0 (8 . 5 ' L O W E R T H A N L . F . E . ) PR O P O S E D S E C O N D A R Y SS T S D R A I N F I E L D EX I S T . S O I L : 4 9 B - T Y P E B A V G . G R O U N D E L E V = 1 0 0 4 . 0 (2 . 5 L O W E R T H A N L . F . E . ) PR O P O S E D S E C O N D A R Y SS T S D R A I N F I E L D EX I S T . S O I L : 1 5 8 D - T Y P E A A V G . G R O U N D E L E V = 1 0 0 0 . 5 (8 . 5 ' L O W E R T H A N L . F . E . ) PR O P O S E D P R I M A R Y SS T S D R A I N F I E L D EX I S T . S O I L : 1 5 8 D - T Y P E A AV G . G R O U N D E L E V = 1 0 0 0 . 0 (9 . 0 ' L O W E R T H A N L . F . E . ) PR O P O S E D S E C O N D A R Y SS T S D R A I N F I E L D EX I S T . S O I L : 3 4 2 B - T Y P E C AV G . E X I S T . G R O U N D E L E V = 1 0 3 6 . 5 (4 . 5 ' L O W E R T H A N L . F . E . ) PROPOSED PRIMARY SSTS DRAINFIELD EX. SOIL: 342B -TYPE C AVG. GROUNDEL=1033.0 (8.0 LOWER THAN L.F.E.) PROPOSED RESERVE BORROW AREA & TOPSOIL STORAGE (IF REQUIRED) PROPOSED RESERVE BORROW AREA & TOPSOIL STORAGE (IF REQUIRED) PROPOSED RESERVE BORROW AREA & TOPSOIL STORAGE (IF REQUIRED) PROP. RESERVE BORROW AREA & TOPSOIL STORAGE (IF REQUIRED) PROPOSED RESERVE BORROW AREA & TOPSOIL STORAGE (IF REQUIRED) 75' 75' 78 ' 78 ' 75' PROPOSED 8' DRWY. SHOULDER AND 3' RECYCLED CLASS 2 AGGREGATE (MNDOT 3138) PROPOSED 8' D R W Y . S H O U L D E R A N D 3' RECYCLED C L A S S 2 A G G R E G A T E ( T Y P ) (MNDOT 31 3 8 ) SB-1 (20') EL=1011.9 SB-2(20')EL=992.5 SB-3 (20')EL=1045.1 DB-2 (5')EL=1036.0 SB-4 (20')EL=1041.0 DB-3 (5') EL=995.8 SB-5 (20')EL=1012.5 SB-6(20')EL=996.6 DB-4 (5')EL=997.0 SB-7 (20')EL=1014.4 DB-1 (5')EL=992.5 75' PR O P O S E D P R I M A R Y SS T S D R A I N F I E L D EX I S T . S O I L : 1 2 0 / 4 5 3 B - T Y P E C AV G . E X I S T I N G G R O U N D E L E V = 1 0 0 8 . 0 (3 . 5 ' H I G H E R T H A N L . F . E . ) PROPOSED PRIMARY S S T S DRAINFIEL D EX. SOIL: 1 5 8 B - T Y P E A AVG. GRND . E L = 1 0 0 4 . 0 (5.0 LOWE R T H A N L . F . E . ) 100'100' PROPOSED SECONDAR Y S S T S DRAINFIELD EX. SOIL: 1 5 8 C - T Y P E A AVG. GRND . E L = 1 0 0 5 . 5 (3.5 LOWE R T H A N L . F . E . ) PROPOSED PRIMARY SSTS DRAINFIELD EX. SOIL: 453B - TYPE C AVG. GROUND EL=1005.5 (1.0 HIGHER THAN L.F.E.) FU T U R E AC C E S S O R Y BL D G . P A D FUTURE ACCESSORY BLDG. PAD FUTURE ACCESSORY BLDG. PAD FUTURE ACCESSORY BLDG. PAD FUTURE ACCESSORY BLDG. PAD FU T U R E AC C E S S O R Y BL D G . P A D FU T U R E AC C E S S O R Y BL D G . P A D 30 NO V A K A V E N U E N O R T H 30 205TH STREET NORTH MINOR COLLECTOR PROP. PAVED DRWY. 145 L.F. (2,750 S.F.) 2% CROSS-SLOPE WEST PROPOSED PAVED DRIVEWAY 210 L.F. (3,950 S.F.) 2% CROSS-SLOPE WEST 30 30 NO V A K A V E N U E N O R T H BLOCK 1 BLOCK 2 PROPOSED PAVED DRIVEWAY 270 L.F. (4,450 S.F.) 2% CROSS-SLOPE WEST PROPOSED PAVED DRIVEWAY 120 L.F. (2,825 S.F.) 2% CROSS-SLOPE WEST PROPOSED PAVED DRIVEWAY 425 L.F. (6,750 S.F.) 2% CROSS-SLOPE WEST PROPOSED PAVED DRWY. 325 L.F. (5,400 S.F.) 2% CROSS-SLOPE WEST BIG MARINE LO O P O N - R O A D T R A I L (VILLAGE CON N E C T I O N ) ALTERNATE DRIVEWAY ALIGNMENT 99 8 . 3 998. 3 10 0 0 . 3 1 0 0 0 . 3 1002 . 5 100 9 . 6 1009.6 999 . 6 999 . 6 FU T U R E AC C E S S O R Y BL D G . P A D 1 0 3 3 . 0 PROPOSED PAVED DRIVEWAY 270 L.F. (4,725 S.F.) 2% CROSS-SLOPE WEST x 1003.5 E O F 10 0 3 . 5 x E O F LOW PT.x 1005.7 E O F WAL K O U T WALKOUT W A L K O U T 1004.5 1007.5 WO CUSTOM GRADED 1010.5 G=1013.5 G=1045.5 WO CUSTOM GRADED SIDE WALKOUT 1036.5 1045.5 WALKOUT WA L K OU T WALKOUT WALKOUT WALKOUT W A L K O U T 10 4 0 . 5 G=1015.5 1015.5 WO CUSTOM GRADED 1006.5 1006.5 1016.0 G=1018.0 WO CUSTOM GRADED 1013.0 1009.0 10 4 1 . 0 10 1 3 . 0 1 0 0 9 . 0 W O CU S T O M G R A D E D G= 1 0 1 8 . 0 1 0 1 4 . 0 G = 1 0 3 5 . 5 1 0 3 5 . 5 W O C U S T O M G R A D E D 10 2 6 . 5 1 0 2 6 . 5 1041.0WO CUSTOM GRADED 10' LOWER LEVEL 1046.0 G=1051.0 LOOKOUT LO O K O U T G=1013.5 1013.5 WO CUSTOM GRADED 1004.5 1008.5 LO O K O U T LO O K O U T E O F E O F 2 1 3 5 4 2 3 4.38 ACRES 4.38 ACRES 4.49 AC. 4.49 ACRES4.49 AC.4.49 AC. 4.49 ACRES 1 4.38 ACRES PROP. 15" x 3 5 ' C M P C U L V E R T 9 9 6 . 5 998. 2 99 5 . 5 9 9 5 . 5 992 9 9 2 . 5 1000.7 1 0 3 9 . 7 1 0 3 9 . 7 10 3 9 . 1 1039.1 10 3 7 1036.5 1 0 0 8 . 5 1006. 5 06.5 X X 06.5 99 7 . 5 995 996 EXIST. NATURALSWM BASIN #410 YEAR HWL=1008.5100 YEAR HWL=1009.6PROPOSED BOTTOM=1006.5MIN. LOW FLR.=1012.6 WETLAND #1(EXISTING SWM BASIN #3)25' WETLAND BUFFER10 YEAR HWL=1000.7100 YEAR HWL=1002.5BOTTOM=997.5OVERFLOW=1005.5MIN. LOW FLR.=1005.5 PROPOSED SWM BASIN #610 YEAR HWL=1032.5100 YEAR HWL=1033.0PROPOSED BOTTOM=1030.0MIN. LOW FLOOR=1036.0TOP OF BERM=1033.5OVERFLOW=1033.0 (INSTALLED WITH L5-B2 HOME CONST.) EXIST. NATURALSWM BASIN #4(NO GRADING ORTREE REMOVAL)100 YEAR HWL=1009.6EXISTING BOTTOM=1006.5MIN. LOW FL00R=1012.6 EXISTING NATURALSWM BASIN #2 10 YEAR HWL=995.4100 YEAR HWL=998.3PROPOSED BOTTOM=992.0MIN. LOW FLOOR=1001.3 PROPOSED SWM BASIN #710 YEAR HWL=984.3100 YEAR HWL=986.0PROPOSED BOTTOM=984.0TOP OF BERM=986.5OVERFLOW=986.0 (INSTALLED WITHL1-B2 HOME CONST.) EXISTING NATURALWM BASIN #110 YEAR HWL=998.2100 YEAR HWL=1000.3PROPOSED BOTTOM=996.5MIN. LOW FL00R=1003.3 EXIST. NATURAL SWM BASIN #5(NO TREE REMOVAL)10 YEAR HWL=997.5100 YEAR HWL=999.6PROPOSED BOTTOM=995.0MIN. LOW FL00R=1002.6 E O F E O F E O F E O F LP HPLP LP HP LP LP E O FHP LP E O F LP LP E O F E O F E O F E O F E O F E O F E O F S F SF SF SF SF SF PROP. 15" x 3 5 ' C M P C U L V E R T PROP. 15" x 3 5 ' C M P C U L V E R T PROP. 15" x 35' CMP CULVERT LO O K OU T WA L K OU T WA L K OU T LO O K OU T LOOKOUT LOOK OUT WALK OUT E O F E O F E O F 103 3 . 0 10 3 2 . 5 PROP. 15" x 65' CMP CULVERT EXISTING NATURAL SWM BASIN #610 YEAR HWL=1039.1100 YEAR HWL=1039.7PROPOSED BOTTOM=1036.5MIN. LOW FLOOR=1042.7 10 3 0 1 0 3 2 103 0 10 3 4 1034 1036 10 3 2 1036 1 0 4 0 1 0 4 4 1042 1044 104 2 10 4 0 103 8 103 4 1 0 4 0 10 4 2 10 5 0 105 2 1 0 2 4 10 2 6 10 2 8 10 3 2 10 1 2 1 0 1 0 1 0 0 6 1012 1010 1012 1014 10 1 4 1014 1012 1 0 1 0 1010 1010 101 0 1 0 1 2 1002 1002 100 4 100 6 100 8 101 0 1016 10 1 4 1014 1016 1014 1010 1008 10 0 6 10 0 4 1 0 0 6 1016 1014 1012 10 1 0 10 0 8 10 0 6 1 0 1 0 1 0 0 6 10141012 1008 1010 1010 1012 1008 10 1 0 10 0 8 10 0 6 10 0 6 100 4 1006 1010 10 1 2 1 0 1 0 10 1 2 10 0 8 1 0 5 0 1 0 4 8 10 5 4 1052 1038 10 5 6 9 8 4 98 6 988 990 9 9 2 994 982 9 8 4 1030 4. 9 % 3 . 0 % 5. 0 % 3. 0 % 3.0 % 7.0 % 9.5 % 5. 0 % 7. 0 % 4. 0 % 7.0 % 6.3 % 3. 0 % 2. 0 % 5. 7 % 7. 0 % 7. 0 % 4. 0 % 4.0% 4.0 % 9. 6 % 8 . 1 % 2. 2 % 6 . 0 % 4.4 % 3. 7 % 7. 8 % 8 . 5 % 2. 0 % 2.0 % 4.8% 6.0 % 3.9 % 6. 0 % 4. 0 % 3. 0 % 5. 7 % 2. 0 % 4. 0 % 3. 9 % 9. 1 % 3.0 % 3.0 % 8.1 % 6.5 % 3. 0 % 3.0 % 8. 0 % 5. 0 % 2 . 8 % 2. 0 % 2. 6 % 1012.6 1012.6 1013.0 1012.8 1010.6 1005.5 1005.2 1013.4 1013.9 1015.0 1016.1 1017.3 1005.6 1005.6 1013.4 1014.1 1014.4 1013.6 1005.9 1005.9 1011.2 1004.5 1004.5 10 1 0 . 5 1013.5 1013.5 1013.5 1007.51004.5 101 3 . 0 101 8 . 0 101 8 . 0 101 3 . 0 10 1 8 . 0 100 9 . 0 1009.0 1009.0 1006.61005.5 1005.3 1005.3 1005.6 1005.9 1004.9 1006.0 1005.7 1007.7 1007.4 1017.4 1012.81012.6 1015.3 1017.1 1017.1 1 0 1 7 . 5 1052.7 1050.61049.2 1050.6 1050.4 1050.5 1050.6 1050.7 1050.7 1050.6 1044.8 1046.4 1048.9 1050.3 1050.1 1049.6 2.5% 4. 0 % 1053.2 1051.1 1049.7 1052.1 1048.1 1045.1 1042.9 1041.9 1040.9 1039.9 1039.0 1042.7 1039.3 1044.8 1045.0 1045.1 1044.3 1042.3 1038.8 1039.1 1039.7 1040.7 1041.7 1042.7 1044.9 1047.9 1051.8 1049.4 1046.71045.1 1048.9 1047.0 1046.7 1033.5 1033.5 1033.5 1033.5 1033.0 1033.5 1033.7 1033.0 2. 1 % 1051.0 1051.0 1041.01041.0 1041.0 1045.5 1051.0 1045.5 1045.5 1045.51036.51036.5 1036.5 1040.5 1045.5 1034.8 1034.4 1033.3 1032.1 1029.9 1025.1 1022.1 1025.7 1026 . 8 1028.8 1030.9 1027.9 1027.2 1024.3 1026.6 1024.5 1024.9 1025.5 1021.9 1024.9 1029.7 1031.9 10 3 3 . 7 10 3 4 . 3 10 3 4 . 6 10 3 4 . 9 103 5 . 5 10 2 6 . 5 103 5 . 5 102 6 . 5 10 2 6 . 5 10 3 5 . 5 103 5 . 5 10 3 5 . 5 1012.5 1009.41009.1 1010.2 1013.7 1015.9 1016.3 1017.6 1013.6 1014.2 1012.5 1012.9 1012.3 1010.1 1013.4 1015.6 1013.5 1013.5 1004.5 1004.5 10 0 8 . 5 10 1 3 . 5 1013.51013.5 1015.4 1015.5 1015.5 10 0 6 . 5 1006.5 1006.5 10 1 0 . 5 1012.51015.5 1014.1 1011.6 1009.7 1009.11008.8 1009.4 1011. 3 1012 . 8 1014.3 1014.5 1014.9 1010.02.0%1.2% 1009.8 1010.51009.51008.9 1009.1 1017.2 1016.9 1016.6 1014.1 1014.8 1006.6 1003.6 1002.9 1005.1 1002.9 1005.1 1006.0 1006.71005.91005.6 1005.3 1004.8 1002.6 1004.9 1002.6 1003.4 1006.3 1012.0 1002.5 1003.0 1017.2 1016.0 1013.0 10 1 3 . 0 1009.0 1009.0 10 1 8 . 0 1018.01018.0 2. 1 % 2 . 0 % 1047.0 1045.5 1048.4 9 8 6 . 5 9 8 6 . 5 986.5 986.0 986.0 986.5 986.5 986.8 18219 70th Pl N, Maple Grove MN 55311 763.360.1307 | nate@aterraland.com A3A5+:ER=0*E:TERRASUBMITTALS & REVISIONS Date DescriptionRev.By PROJECT #: SHEET REVISION PAGE OF CHECKED: DRAWN: SCANDIA, MN LAUREL RIDGENRH DES - 24001 CONTINUUM DEVELOPMENT GROUP 03/18/24 NRH INITIAL SUBMITTAL NOT FOR CONSTUCT I O N 4C3.01 11 1.ALL EXCAVATION ACTIVITIES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE CITY OF SCANDA GENERAL SPECIFICATIONS. 2.SEE STORMWATER POLLUTION PREVENTION PLAN AND NARRATIVE ON SHEETS C3.03 AND C3.04. OF THIS PLAN SET 3.SPOT ELEVATIONS REPRESENT FINISHED SURFACE GRADES UNLESS OTHERWISE NOTED. 4.THE CONTRACTOR ALONG WITH THE HOMEBUILDER SHALL OBTAIN ALL NECESSARY PERMITS AND APPROVALS FROM GOVERNING AUTHORITIES, INCLUDING ANY CITY PERMITS AND THE NPDES PERMIT FROM THE MPCA. 5.CONTRACTOR AND/OR HOMEBUILDER SHALL INSTALL EROSION CONTROL AND TREE PROTECTION MEASURES BEFORE BEGINNING SITE GRADING ACTIVITIES. SOME EROSION CONTROLS SUCH AS BALE CHECKS AND TEMPORARY SILT PONDS MAY BE INSTALLED AS GRADING OCCURS IN SPECIFIC AREAS. MAINTAIN EROSION CONTROLS THROUGHOUT THE GRADING PROCESS AND REMOVE WHEN TURF HAS BEEN ESTABLISHED. CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION OF THIS PROJECT 6. CONTRACTOR SHALL COMPLETE ANY REQUIRED SITE GRADING CONSTRUCTION IN ACCORDANCE WITH THE REQUIREMENTS OF THE GEOTECHNICAL ENGINEER. ALL SOIL TESTING SHALL BE COMPLETED BY THE DEVELOPER'S GEOTECHNICAL ENGINEER. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOIL TESTS AND INSPECTIONS WITH THE GEOTECHNICAL ENGINEER. THE GEOTECHNICAL ENGINEERING SOILS REPORT HAS BEEN COMPLETED BY: HAUGO GEOTECHNICAL, PHONE: 612-729-2959, DATED: JANUARY 31, 2024. 7.CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING VEHICULAR AND PEDESTRIAN TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, AND DIRECTIONAL SIGNS, TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE CITY , COUNTY AND MNDOT STANDARDS. 8.ANY EXISTING PRIVATE UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. DURING CONSTRUCTION AT NO COST TO THE DEVELOPER, THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, STRUCTURES, OR OTHER BURIED STRUCTURES BEFORE DIGGING. BY CONTACTING THE NOTIFICATION CENTER THE CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD). 9.THE GRADING CONTRACTOR IS RESPONSIBLE FOR ALL STORM WATER INSPECTIONS ACCORDING TO THE MPCA STORM WATER PERMIT. THIS INCLUDES BOTH WEEKLY INSPECTIONS AND INSPECTIONS DONE AFTER A 0.5" RAIN EVENT. A COPY OF THE INSPECTION REPORT MUST BE EMAILED TO THE ENGINEER, DEVELOPER AND CITY ENGINEER ON A WEEKLY BASIS. 10.THE CONTRACTOR SHALL PREVENT SOIL MATERIALS FROM LEAVING THE SITE BY EROSION AND VEHICLE WHEEL TRACKING. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING OF STREET, BOULEVARD AND UTILITY FACILITIES THAT RECEIVE ANY ERODED OR TRACKED SOIL MATERIAL OR OTHER CONSTRUCTION DEBRIS OR MATERIAL. 11.EXCAVATE TOPSOIL AND ORGANIC MATERIAL FROM AREAS TO BE FURTHER EXCAVATED OR RE-GRADED AND STOCKPILE IN AREAS DESIGNATED ON THE SITE. CONTRACTOR SHALL SALVAGE ENOUGH TOPSOIL FOR RE-SPREADING ON THE SITE AS SPECIFIED. RE-SPREAD TOPSOIL IN AREAS WHERE TURF IS TO BE ESTABLISHED TO A MINIMUM DEPTH OF 4 INCHES. 12.EXISTING TREES AND OTHER NATURAL VEGETATION WITHIN THE PROJECT AND/OR ADJACENT TO THE PROJECT ARE OF PRIME CONCERN TO THE CONTRACTOR'S OPERATIONS AND SHALL BE A RESTRICTED AREA. CONTRACTOR SHALL PROTECT TREES TO REMAIN AT ALL TIMES. EQUIPMENT SHALL NOT NEEDLESSLY BE OPERATED UNDER NEARBY TREES AND EXTREME CAUTION SHALL BE EXERCISED WHEN WORKING ADJACENT TO TREES. SHOULD ANY PORTION OF THE TREE BRANCHES REQUIRE REMOVAL TO PERMIT OPERATION OF THE CONTRACTOR'S EQUIPMENT, CONTRACTOR SHALL OBTAIN THE SERVICES OF A PROFESSIONAL TREE TRIMMING SERVICE TO TRIM THE TREES PRIOR TO THE BEGINNING OF OPERATION. SHOULD CONTRACTOR'S OPERATIONS RESULT IN THE BREAKING OF ANY LIMBS, THE BROKEN LIMBS SHOULD BE REMOVED IMMEDIATELY AND CUTS SHALL BE PROPERLY PROTECTED TO MINIMIZE ANY LASTING DAMAGE TO THE TREE. NO TREES SHALL BE REMOVED WITHOUT AUTHORIZATION BY THE ENGINEER. COSTS FOR TRIMMING SERVICES SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONSTRUCTION AND NO SPECIAL PAYMENT WILL BE MADE. 13.RESTRICTED AREAS SHALL INCLUDE ALL DESIGNATED TREED AREAS OUTSIDE OF THE DESIGNATED CONSTRUCTION ZONE. ALL VEGETATION, INCLUDING ROOT ZONES, WITHIN THE RESTRICTED AREAS SHALL REMAIN. CONTRACTOR SHALL RESTRICT ALL GRADING AND CONSTRUCTION ACTIVITIES TO AREAS DESIGNATED ON THE PLANS. ACTIVITIES WITHIN THE CONSTRUCTION MAY BE RESTRICTED TO A NARROWER WIDTH IN THE FIELD TO SAVE ADDITIONAL TREES AS DIRECTED BY THE DEVELOPER .ALL RESTRICTED AREAS SHALL BE FENCED OFF WITH BRIGHT ORANGE POLYETHYLENE SAFETY NETTING AND STEEL STAKES AS SHOWN ON THE TREE PROTECTION DETAIL. AT NO TIME SHALL THIS FENCING BE REMOVED OR ACTIVITY OF ANY KIND TAKE PLACE WITHIN IT. FINAL PLACEMENT OF ALL PROTECTIVE FENCING SHALL BE COMPLETE BEFORE ANY WORK COMMENCES ON-SITE. 14.MATERIAL BORROW CONSTRUCTION: CONTRACTOR SHALL COMPLETE “TRENCH BORROW” EXCAVATION IN AREAS DIRECTED BY THE ENGINEER IN ORDER TO OBTAIN STRUCTURAL MATERIAL. TREES SHALL NOT BE REMOVED OR DAMAGED AS A RESULT OF THE EXCAVATION, UNLESS APPROVED BY THE ENGINEER. THE EXCAVATION SHALL COMMENCE A 15.MINIMUM OF 10 FEET FROM THE LIMIT OF THE BUILDING PAD. THE EXCAVATION FROM THIS LIMIT SHALL EXTEND AT A MINIMUM SLOPE OF 1 FOOT HORIZONTAL TO 1 FOOT VERTICAL (1:1) DOWNWARD AND OUTWARD FROM THE FINISHED SURFACE GRADE ELEVATION. THE TRENCH BORROW EXCAVATION SHALL BE BACKFILLED TO THE PROPOSED FINISHED GRADE ELEVATION AND SHALL BE COMPACTED IN ACCORDANCE WITH REQUIREMENTS OF THE QUALITY COMPACTION METHOD AS OUTLINED IN MN/DOT SPECIFICATION 2105.3F2. 16.FILL PLACED WITHIN THE BUILDING PAD AREAS SHALL BE IN CONFORMANCE WITH HUD/FHA PROCEDURES & DATA SHEET 79G. 17.FINISHED GRADING SHALL BE COMPLETED, CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING, INCLUDING ADJACENT TRANSITION AREAS. PROVIDE A SMOOTH FINISHED SURFACE, WITH UNIFORM LEVELS OR SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN, OR BETWEEN SUCH POINTS AND EXISTING GRADES. AREAS THAT HAVE BEEN FINISHED GRADED SHALL BE PROTECTED FROM SUBSEQUENT CONSTRUCTION OPERATIONS, TRAFFIC AND EROSION. REPAIR ALL AREAS THAT HAVE BECOME RUTTED, ERODED OR HAS SETTLED BELOW THE CORRECT GRADE. 18.ALL AREAS DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO EQUAL OR BETTER THAN ORIGINAL CONDITION OR TO THE REQUIREMENTS OF THE NEW WORK. 19.SEE STORMWATER POLLUTION PREVENTION PLAN FOR SOIL STABILIZATION INFORMATION. 20.EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE ESTABLISHED AROUND THE ENTIRE SITE PERIMETER AND IN ACCORDANCE WITH NPDES PERMIT REQUIREMENTS, BEST MANAGEMENT PRACTICES, CITY REQUIREMENTS AND THE DETAILS SHOWN ON THE CIVIL DETAILS SHEETS OF THESE PLANS. 21.WORKING HOURS ARE 7:00 AM - 7:00 PM, MONDAY - SATURDAY. A 48 HOUR NOTICED IS REQUIRED FOR SATURDAY WORK. LOT BUILDABLE AREAS 2 1 4.38 ACRES 1.83 ACRES 3 1 4.38 ACRES 3.95 ACRES 1 2 4.49 ACRES 3.09 ACRES 2 2 4.49 ACRES 3.95 ACRES 3 2 4.49 ACRES 2.83 ACRES 4 2 4.49 ACRES 4.02 ACRES 5 2 4.49 ACRES 3.05 ACRES GRADING PLAN FOR HOME CONSTRUCTION LOT BLOCK LOT AREA BUILDABLE AREA 1 1 4.38 ACRES 3.28 ACRES GRADING AND EROSION CONTROL NOTES NOTE: ALL EXCAVATION PROPOSED AND SWM BMPS SHALL TAKE PLACE AT THE TIME OF CONSTRUCTION OF INDIVIDUAL HOMES BASED ON SITE AND GRADING PLANS SUBMITTED TO THE CITY AND WATERSHED FOR EACH BUILDINGS PERMIT NOTE: FINAL SSTS SYSTEMS SHALL BE DESIGNED AND APPROVED FOR ALL LOTS AT HOUSE CONSTRUCTION, SEE PROJECT EXHIBIT 2 FOR SOIL SURVEY AND EXISTING SLOPES MAP. N SCALE IN FEET 0 16080 LICENSE NO:DATE: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. XX/XX/XXXX47982 Nathan R. Herman OCS RIM = 1000.3 INV = 996.3 INV = 990.0 160'-0" 340' STORM PIPE AT 1.85% GRADE PARCEL TO DRAIN TO DITCH WITHIN ROW THEN TO WETLAND #1 INV = 1000.3 INV = 1001.5 CB RIM = 1004.0 INV = 1000.8 INSTALL DWY CULVERT AND GRADE DITCH TO STAY WITHIN ROW AND DRAIN TO NEW CB INSTALL DWY CULVERT AND GRADE DITCH TO STAY WITHIN ROW AND DRAIN TO SWM BASIN #2 REGRADE LOW POINT TO DRAIN THROUGH NEW CULVERT TO SWM BASIN #2 GRADE DITCH WITHIN EASEMENT THAT DRAINS TO WETLAND #1 TO AVOID SENDING WATER OVER PROPOSED SSTS DRAINFIELDS 240' STORM PIPE AT 0.50% DIVERT FLOW AROUND PROPOSED SSTS DRAINFIELD OR RELOCATE SSTS DRAINFIELD OCS RIM = 999.6 INV = 995.6 INV = 993.9 MH RIM = 1003.5 INV = 995.0 345' STORM PIPE AT 0.50% INSTALL DWY CULVERT GRADE PARCELS TO DITCH WITHIN ROW THEN TO SWM BASIN #4 KEEP BASIN GRADING OUTSIDE OF THE ROW AND EASEMENT, EOF COULD BE USED TO GET WATER TO DRAIN TO THE DITCH WITHIN THE ROW KEEP BASIN GRADING OUTSIDE OF THE RIGHT OF WAY AND EASEMENT SHIFT BASIN TO THE EAST TO GET GRADING OUTSIDE OF ROW AND EASEMENT DEVELOPER TO DETERMINE DRAINAGE AND GRADING FROM SWM BASIN #6 TO THE SOUTH. CAN'T DIRECT EOF WATER ACROSS NEIGHBORING LOTS AND SSTS DRAINFIELDS SHIFT BASIN TO GET GRADING OUTSIDE OF ROW AND EASEMENT WIDEN EASEMENT ALONG NOVAK TO 50' INSTALL DWY CULVERT Laurel Ridge Charles Fischer <c.fischer@ci.scandia.mn.us> Thu 4/18/2024 2:20 PM To: TJ Hofer <tj.hofer@bolton-menk.com> Cc: Eric Larson <elarson@eckberglammers.com>; Kyle Morell <k.morell@ci.scandia.mn.us>; Isiah Bubany <Isiah.Bubany@bolton-menk.com> 1 attachments (3 MB) Laurel Ridge Construction Access Map.pdf; TJ, An addional item which I believe we can add to the development agreement is the use of roads for construcon access of material and equipment. I would prefer that all construcon access be from Olinda Trail(CSAH 3) onto 205th St. west bound for incoming construcon traffic and opposite that for outbound construcon traffic. This will impact this single stretch more but will alleviate addional construcon traffic on all other roads. Aached is a map highlighted in green for allowed construcon traffic. The red line indicates roads which should not be allowed for construcon traffic which have accessibility to 205th St from State or County roads. I foresee the Odell neighborhood being impacted the most by construcon traffic if allowed to be used and no just cause to access the site through the other City roads highlighted in Red. Thank you, Charles Fischer | Public Works Director City of Scandia 14727 209th Street N, Scandia, MN 55073 P 651.433.5223 | F 651.433.5112 c.fischer@ci.scandia.mn.us www.cityofscandia.com 4/18/24, 3:26 PM Mail - TJ Hofer - Outlook https://outlook.office.com/mail/inbox/id/AAMkADFjNzJlYjA5LWIwODgtNGY1Ny1hNjQyLWZmNzY5YjJlMTJkMABGAAAAAABnWVF1sVCLT7CuDtObP…1/1 3, 00 9.3 Legend Map Name 0 2,107 Feet This drawing is neither a legally recorded map nor a survey and is not intended to be used as one. This drawing is a compilation of records, information, and data located in various city, county, and state offices, and other sources affecting the area shown, and is to be used for reference purposes only. The City of Scandia is not responsible for any inaccuracies herein contained. Disclaimer: © Bolton & Menk, Inc - Web GIS 4/18/2024 2:05 PM Roads US Trunk Highway Minnesota Trunk Highway County Highway Local Roads Ramp City Limits Parks Scandia_2022.sid Red: Band_1 Green: Band_2 Blue: Band_3 CMSCWD Permit 24-015: Laural Ridge Subdivision Tom Langer <tom.langer@cmscwd.org> Tue 4/16/2024 10:52 AM To: dwayne@continuumdevelopmentgroup.com <dwayne@continuumdevelopmentgroup.com>; roger.humphrey@graef- usa.com <roger.humphrey@graef-usa.com>; nater@atterland.com <nater@atterland.com> Cc: 'Carl Almer' <calmer@eorinc.com>; TJ Hofer <tj.hofer@bolton-menk.com> 1 attachments (238 KB) 3) CMSCWD Permit 24-015 ER_20240410.pdf; Hi Dwayne, Roger, and Nathan, I’m reaching out to share the District Engineer’s report of the updated proposed subdivision at Laural Ridge. We would be happy to schedule a meeting, if it would be helpful to go through any of the items. Thanks, Tom Langer Senior Riparian Specialist | Carnelian Marine St. Croix Watershed District 11660 Myeron Rd North | Stillwater, MN 55082 Phone: ( (651) 275-7452 | Cell: 507-276-8056 : www.cmscwd.org Permitting Overview: https://www.cmscwd.org/permits-overview District Rules: https://www.cmscwd.org/rules Permit Forms & Deadlines: https://www.cmscwd.org/residential-permits 5/3/24, 9:56 AM Mail - TJ Hofer - Outlook https://outlook.office.com/mail/id/AAMkADFjNzJlYjA5LWIwODgtNGY1Ny1hNjQyLWZmNzY5YjJlMTJkMABGAAAAAABnWVF1sVCLT7CuDtObPuLDB…1/1 Emmons & Olivier Resources, Inc. - 1 - 4/10/2024 Carnelian-Marine-St. Croix Watershed District Permit Application Number 24-015 Owner: Applicant: Mitch Johnson 539 Spruce Street Hudson WI, 54016 651-983-9902 mjohn1515@yahoo.com Dwayne Sikich Continuum Development Group 651-290-5704 dwayne@continuumdevelopme ntgroup.com Consultants: Roger Humphrey GRAEF 763-898-4185 roger.humphrey@graef-usa.com Nathan Herman Attera Land Services 763-360-1307 nater@atteraland.com Purpose: Land Disturbance Plan for subdivision of a 39.5 acre parcel into 8 lots. Location: 13952 205th Street N, Scandia. District Rule: 2, 3, 4 & 7 Recommendation: Conditional Approval pending receipt of the following items related to: Stormwater Management 1. Further review by the District Engineer of the submitted Stormwater Management Plan details, especially regarding proposed impervious surface assumptions, assumptions for CN adjustment for disturbed area compaction, and infiltration rates for Basins 6 and 7. 2. Revised Stormwater Management Plan, as necessary, per District Engineer comments. 3. Clarification of proposed grading of stormwater features (i.e., will all existing depression proposed for excavation be completed now with only the new basins delayed till lot development). 4. Review by District Engineer of low floor freeboard. Erosion & Sediment Control 5. Further review by District Engineer after clarification of Permit Application No. 24-015 Laurel Ridge Emmons & Olivier Resources, Inc. - 2 - 4/10/2024 proposed grading, and revisions as necessary per comment. Wetland Buffers 6. MNRAM analysis of the onsite wetland if Applicant is interested in assignment of a District Wetland Management Category other than MC 2. 7. Revised Preliminary Plat with amended buffer boundaries [inclusion of buffer for offsite wetland and revision of onsite wetland buffer to 75-feet width (or per MNRAM analysis if pursued) and inclusion of steep slopes]. 8. Revised Preliminary Plat indicating monumentation of buffer boundaries in conformance with Rule 4.4. 9. Specification of native vegetation for restoration of disturbed areas within required buffers. 10. Completion of a draft Buffer Declaration. Administrative 11. Completion of a draft Declaration for Maintenance of Stormwater Facilities for access to and maintenance of stormwater BMPs. 12. Submittal of permit application fee ($7,250) and surety ($TBD). 13. Permit Application signed by Owner and Applicant. Stipulations: 1. All work shall be in accordance with the approved design, plans, computations, and specifications on file with the Carnelian-Marine- St. Croix Watershed District and any stipulations identified in this permit. All amendments must be approved in written communication. 2. Owner and applicant are responsible for obtaining all other required permits and approvals for construction of the proposed project (including but not limited to the MPCA, City, Township, County, DNR, NPS). 3. Owner and applicant are responsible for all attorneys’ and engineers’ fees, costs or other Permit Application No. 24-015 Laurel Ridge Emmons & Olivier Resources, Inc. - 3 - 4/10/2024 expenses incurred by the District in enforcing the terms of this permit. This includes (but not limited to) pursuit of a court action to ensure practices are installed as approved by all parties in this executed permit. 4. This permit is valid for 2 year from the day of dated signature by the District. All District requirements shall be completed within the valid permit period. Inspections & Required Notifications 5. Notify the District of any changes to contact information throughout the permit period for site manager, owner, and applicant (phone, email, and address). 6. Owner and applicant shall notify the District after erosion control is installed but prior to start of land disturbance or construction so it can be inspected. 7. Owner and applicant shall notify the District when shoreline grading and/or any rock installation is to occur. The District shall provide inspection and approval of plan compliance prior to proceeding to soil stabilization and vegetation plantings. 8. Owner and applicant shall notify the District after all initial planting/seeding is complete for inspection. 9. The owner consents to District entry upon the land for inspections and monitoring during the permit period (Rule 1.10). The owner or applicant will contact the District to schedule onsite inspections at any point of the project as needed. Erosion and Sediment Controls 10. Owner and applicant are responsible for controlling erosion and sediment at all times. Erosion and sediment controls must be installed and maintained down-gradient from all proposed disturbed soil and remain in place until the Permit Application No. 24-015 Laurel Ridge Emmons & Olivier Resources, Inc. - 4 - 4/10/2024 District confirms all disturbed soil is adequately stabilized. 11. If downgradient sediment controls are overloaded, based on failure or excessive maintenance needs, permittees must install additional upgradient sediment control practices and temporary erosion control practices and redundant BMPs to eliminate overloading and amend the approved erosion and sediment control plan to identify these additional practices. 12. Stabilization must be completed no later than twenty-four (24) hours after the soil disturbing activities have ceased. Project Closeout 13. Projects requiring permanent buffers shall ensure all buffer monuments are installed as outlined on the site plans. Any areas disturbed in a buffer shall re-establish vegetation as outlined in the site plans. 14. Final vegetation or re-vegetation establishment as outlined in plans must achieve a uniform stand of at least 70% density by the final valid permit period to be considered for permit closeout. 15. All native vegetation shall be maintained after project closeout. Maintenance guidance and possible assistance is available to landowners during and after project closeout. Plan Alterations, Permit Renewal, & Amendments 16. Any proposed changes to approved plans shall be submitted to the District for approval prior to construction. Proposed changes include but are not limited to alterations to impervious cover, stormwater management practices, buffers, landscaping, erosion and sediment control, shorelines, streambanks, wetlands, and floodplains. Permit amendments are subject to additional fees (outlined in Rule 1.13). Permit Application No. 24-015 Laurel Ridge Emmons & Olivier Resources, Inc. - 5 - 4/10/2024 17. Permit renewal or extension are not available to after-the-fact permits and shall comply with restoration sequencing. 18. Future development of lots will require additional CMSCWD review and permitting including but not limited to compliance with the approved stormwater management plan and Rules 3. Exhibits: 1. Scandia Application for Planning and Zoning request prepared by Applicant, dated 3/15/24, received 3/19/24. 2. Site Development Plans for Home Construction (12 sheets) prepared by Aterra Land Services, undated, received 3/19/24. 3. Development Exhibits (5 sheets) prepared by Aterra Land Services, undated, received 3/19/24. 4. Stormwater Management Report prepared by GRAEF, last revised 3/6/24, received 3/19/24. 5. Washington County Lot Split Approval Letter, dated 1/22/24, received 3/19/24. 6. Geotechnical Exploration Report prepared by Haugo Geotechnical Services dated 1/31/24, received 3/19/24. 7. Phase 1 Environmental Site Assessment prepared by Haugo Geotechnical Services dated 1/5/24, received 3/19/24. 8. WCA NOD for approval of wetland boundary and type dated 11/22/23, received 3/19/24. 9. Modified Wetland Boundary Figure 2 prepared by Kjolhaug Environmental Services Co, revised 11/2/23, received 3/19/24. 10. Wetland Delineation Report prepared by Kjolhaug Environmental Services Co, dated 10/17/23, received 3/19/24. 11. Tree Inventory prepared by Rehder Forestry Consulting, dated 1/1/24, received 3/19/24. 12. Draft Laurel Ridge Declaration of Protective Covenants prepared by Continuum Development Group, undated, received 3/19/24. Permit Application No. 24-015 Laurel Ridge Emmons & Olivier Resources, Inc. -6 -4/10/2024 Findings: 1.Description – The proposed project includes subdivision of a 39.5 acre parcel into 8 lots bisected by east-west by 205th Street North. Homes and drives are proposed as custom graded. 2.Stormwater Management – The entire parcel is tributary to one of six onsite landlocked depressions and two offsite depressions which in extreme events would overtop southwest toward offsite wetlands and ultimately Jellum’s Lake. Given the landlocked nature of the site, Rule 2.4.1(b) requires volume control for the 10-year, 24-hour event as opposed to the 2-year, 24-hour event. Existing depression soil borings indicate low infiltration capacity (0.06-inches at best). The proposed plan includes excavation of 5 of the 6 existing depression to provide additional storage and maintain HWLs. In addition two new basin area proposed in the southeast and southwest corners of the development. It appears the stormwater management plan meets District criteria, but further review by the District Engineer of the details is required, especially regarding proposed impervious surface assumptions, CN adjustments for soil compaction, and infiltration rates for Basins 6 and 7. 3.Erosion & Sediment Control – An adequate erosion and sediment control plan has been provided including a rock construction entrances, silt fence downstream of disturbed areas, general revegetation specifications, and construction sequencing notes for protection of the infiltration basin during construction. 4.Buffers – One wetland has been delineated onsite which will be required to be buffered. In addition, NWI indicates a wetland near the south property line which will also be required to be buffered (onsite). The offsite wetland is classified by the District CWPMP as Management Category 2. The onsite wetland is also likely Management Category 2. MNRAM analysis of the onsite wetland would be necessary to assign a category other than Management Category2. District Wetland Management Categories and buffer requirements for these wetlands (table below). Permit Application No. 24-015 Laurel Ridge Emmons & Olivier Resources, Inc. - 7 - 4/10/2024 Wetland Delineation ID CMSCWD Wetland Management Category Buffer Width* [feet] Category 1 100 Offsite Wetland and Onsite Wetland Category 2 75 Category 3 50 * Buffer must be extended to top of steep slopes (land with an average slope exceeding 12 percent over a distance of 50 feet or more upgradient of a water resource). Establishment of buffers around these wetlands, recording of buffer declaration, and a preparation of planting plan to establish adequate vegetation for any areas of buffer that are disturbed (if any) is required. Buffer must also be physically monumented. Note that the 25-foot buffer depicted on the Site Plan and Preliminary Plan for the onsite wetland does not meet any of the District Management Category buffer widths. 5. Floodplain – Low floor freeboard requirements remain to be assessed by District Engineer. 6. Wetlands – Approval by the WCA TEP of the onsite wetland boundary is complete. There is no proposed wetland impact. 7. Application fee and surety are detailed below: • Rule 2: fee = $3,500, surety = TBD • Rule 3: fee = $2,000, surety = $2,500 (5.0 acres) = $12,500 • Rule 4: fee = $1,750, surety = $1,500 • Total: fee = $7,250, surety = $TBD Board Action: The CMSCWD Board will consider this application at their April 10th, 2024 Board meeting. RE: MWCA NOD for Laurel Ridge Delineations Jay Riggs <JRiggs@mnwcd.org> Thu 3/28/2024 2:03 PM To: TJ Hofer <tj.hofer@bolton-menk.com> I do not recall if we discussed the MnRAM onsite, but based on our observaons I would classify it as a Manage 2. Jay Jay Riggs, District Manager Cerfied Wetland Professional #1298 Washington Conservaon District 455 Hayward Avenue North, Oakdale, MN 55128 Phone: 651-796-2229 Email: jriggs@mnwcd.org Web: www.mnwcd.org From: TJ Hofer <tj.hofer@bolton-menk.com> Sent: Wednesday, March 27, 2024 4:34 PM To: Jay Riggs <JRiggs@mnwcd.org> Subject: MWCA NOD for Laurel Ridge Delineaons Jay, The aached NOD was submied with an applicaon for a preliminary plat. Were you able to provide a MnRAM determinaon for the wetland on site? Thanks, T.J. Hofer he/him Planner II Bolton & Menk, Inc. 3507 High Point Drive North Bldg. 1 Suite E130 Oakdale, MN 55128 Phone: 612-271-6984 www.Bolton-Menk.com 5/1/24, 3:07 PM Mail - TJ Hofer - Outlook https://outlook.office.com/mail/inbox/id/AAMkADFjNzJlYjA5LWIwODgtNGY1Ny1hNjQyLWZmNzY5YjJlMTJkMABGAAAAAABnWVF1sVCLT7CuDtObP…1/1