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6.i. Request by The Garrett Companies for Approval of the Amber Fields 7th Addition Preliminary and Final Plats and a Major Amendment to the Amber Fields Planned Unit Development Agreement
EXECUTIVE SUMMARY Regular City Council Meeting: August 16, 2022 AGENDA ITEM: Request by The Garrett Companies for approval of a Major Amendment to the Amber Fields Planned Unit Development Agreement and Preliminary and Final Plat approval for Amber Fields 7th Addition to construct a 250- unit multifamily community AGENDA SECTION: Consent PREPARED BY: Julia Hogan, Planner AGENDA NO. 6.i. ATTACHMENTS: Resolutions; PUD Amendment; Excerpt from the July 26, 2022 Planning Commission Meeting Minutes; Subdivision Agreement; Site Location Map; Existing Conditions; Preliminary Plat; Phasing Plan; Final Plat; Site Plan; Grading Plan; Erosion and Sediment Control Plan; Utility Plan; Storm Sewer Plan; Landscape Plan; Signage Plan; Site Lighting Plan; Architectural Drawings; City Engineer’s Memo Dated July 11, 2022; Stormwater Review Memo. APPROVED BY: LJM RECOMMENDED ACTION: The City Council must take three actions to approve this request. 1. Motion to adopt a resolution approving the preliminary and final plats for Amber Fields Seventh Addition, subject to the conditions in the resolution. 2. Motion to adopt a resolution approving a major amendment to the Amber Fields Planned Unit Development Agreement. 3. Motion to authorize the Mayor and City Clerk to execute a Major Amendment to the Amber Fields PUD Agreement. SUMMARY Owner: Earl Street Partners II, LLC. Preliminary Plat Acres: 15.507 Acres Met Council Net Acres: 15.507 Acres Residential Lots Created: 250 Units Gross Density: 16.12 Units/Acre Net Density: 16.12 Units/Acre Comprehensive Plan Guiding: MUR-Mixed Use Residential Current Zoning: R3-Medium Density Residential 2 Surrounding Land Uses North: Community Commercial East: Public/Institutional South: Mixed Use Residential West: High Density Residential The Planning Commission is being asked to consider a request by the Garrett Companies, for approval of a Preliminary and Final Plat and a Major Amendment to the Amber Fields Planned Unit Development Agreement to construct a 250-unit multifamily community on a parcel of land owned by Maplewood Development within Amber Fields. The site is located in the northeast central portion of the Amber Fields Development Area extending north from 148th Street West and adjacent to Akron Avenue and Abbeyfield Avenue and south of the future commercial area of Amber Fields. This development is similar to the Springs at Rosemount that was approved by the City Council at their July 19, 2022 meeting. The Springs at Rosemount consists of buildings that have the appearance of townhomes with each unit generally having an individual access and garage. Unlike the Springs at Rosemount, Echelon at Amber Fields will not contain any three-story residential buildings. The proposed two-story 25 residential buildings will contain 10 dwellings per building and each dwelling will have its own garage. Community amenities include a club house with an adjacent swimming pool, game lawn, and a dog park located in the southwestern portion of the site. The proposed amendments to the Planned Unit Development agreement contain deviations from the single-family attached dwellings and townhome requirements and from the maximum gross density allowed within the R3- Medium Density Residential Zoning district, which is the zoning designation for this site. Currently within the Amber Fields planned unit development agreement up to 8 dwelling units per building are allowed, but the applicant is asking to increase the allowed amount to 10 dwelling units per building. The proposed density on the site will be 16.12 units per acre, which is over the allowed 12 units per acre for the R3 zoning district. The applicant is asking to increase the density to 16.12 for this addition to allow for the proposed 250-unit multifamily community. Staff is recommending approval of the request by the developer, subject to the conditions included in the recommended action and the Engineer’s Memorandum dated July 11, 2022. PLANNING COMMISSION ACTION The Planning Commission reviewed the applicant’s requests at its meeting on July 26, 2022 at which a public hearing was held to receive public comment. The Commission inquired about how the proposed 250 units fit into the total units for the Amber Fields Development. Staff stated that they did not have the total number of units and categories off hand, but the proposed units meet the expectations of units that were approved within the Amber Fields Master Development Plan. The Commission questioned if developers will continue to increase their proposed number of units per building. Staff stated that they have continued to keep track of the units coming in and that we would like to stay as close to the anticipated number of units that was approved as possible. The developer of this project was asked to stick with the height and setback requirements of the R3 Zoning district as well. The Commission asked if the PUD required 5-foot wide side walks throughout the addition. Staff explained that 4-foot side walks are proposed throughout the development and that the side walks will be privately maintained. The applicant spoke on some of the questions that the Commission had regarding the project. The applicant stated that the rent of the units will be market rate and other developments similar to this project in various other states have been very successful. There is one similar project to this one being developed in Lakeville. Additional comments included were from a Commissioner stating that they were in favor of increasing the density in the proposed area, but that the increase in traffic at the intersection of Akron and 42 was potentially concerning. The Planning Commission voted unanimously to recommend approval of the applicant’s request. 3 BACKGROUND The Amber Fields Master Development Plan was approved by the City Council at its meeting on September 7, 2021. The Amber Fields development includes a mix of different housing types ranging from traditional single-family homes to high-density apartment buildings. The proposed Echelon at Amber Fields community is a hybrid townhome/apartment development located within a parcel that was zoned R3 PUD with the approval of the master development plan. The proposed development is consistent with the concept anticipated within the Master Development Plan for a medium-density townhome project. Legal Authority Preliminary and Final Plat requests are quasi-judicial decisions for the Planning Commission meaning that the Planning Commission is acting as a judge to determine if the regulations within the Comprehensive Plan, Zoning Ordinance and Subdivision Ordinance are being followed. Major Planned Unit Development Amendments are a legislative decision because of the Code deviations being requested. Legislative decisions give the Planning Commission more latitude, but consideration should be given to expectations related to the overall Master Development Plan’s intended development pattern for this specific site. General Subdivision Design The Preliminary Plat area is located in the northeast central portion of the Amber Fields development area extending north from 148th Street West and adjacent to Akron Avenue and Abbeyfield Avenue. It will be located directly south of the commercial area proposed within Amber Fields. The project site’s primary entrance consists of one private road north from 148th Street West that loops throughout the development. This entrance is in the east central part of the lot across from Road A within Amber Fields 3rd Addition. A second private street provides access to the 25 townhome buildings and clubhouse. A second access point for Echelon is located at the northwestern corner of the lot which extends from Abbeyfield Avenue into a private street to the development. Sidewalks are proposed throughout the site which will provide access to the units and circulation throughout the site. The development will consist of 25 buildings with 10 dwelling units per building and a clubhouse. The site will have a 6-foot tall opaque fence along the perimeter of the development as well. The layout of the preliminary plat is generally consistent with what was included in the Master Development Plan. Land Use and Zoning The site is designated for MUR-Mixed Use Residential land uses, which can include a range of housing types from single-family homes on traditional sixty-five foot lots to townhomes. The zoning district in which Echelon at Amber Fields is located in is the R3-Medium Density Residential district. The proposed development has a density of 16.12 units per acre, which is above the density standard allowed for R3. A Major Amendment to the PUD to increase the allowed density for Echelon at Amber Fields will be requested along with an amendment to increase the maximum allowed dwelling units attached per building. Category Density Standard Echelon at Amber Fields Density R3 – Medium Density 6-12 units/acre 16.12 units/acre The Amber Fields Planned Unit Development Agreement includes several deviations from the Zoning Ordinance. The majority of the deviations are for single-family detached home lot standards, but an amendment was done with the Amber Fields 3rd Addition to increase the allowed maximum dwelling units per building. Currently, single-family attached dwellings that are not adjacent to RR-Rural Residential, R-1- Low Density Residential, and R-1A- Low Density Residential are allowed up to a maximum of six (6) dwelling units per building, if they are adjacent to those zoning districts then they are allowed up to four (4) dwelling units per building. An amendment was done to the Amber Fields Planned Unit Development Agreement to allow for up to eight (8) dwelling units per building. This new request is to increase the 4 allowed number of dwelling units per building from eight (8) to ten (10). The preliminary plat meets all the other dimensional standards of the Amber Fields Planned Unit Development Agreement. Standard Requirement Previously Approved Standard Proposed Standard Maximum Units Per Building 6 dwellings units per building, 4 dwelling units per building if adjacent to RR, R-1, R-1A zoning districts 8 dwelling units per building 10 dwelling units per building. Preliminary and Final Plats The applicant is requesting approval of the Preliminary and Final Plats for the site that would convert the existing outlot that was platted with the rest of the Amber Fields development to a buildable lot. The parcel boundaries of the outlot and the development will remain unchanged with the approval of the plat. Streets and Parking The primary access point into Echelon at Amber Fields is a private road that extends north from 148th Street West. This road is located in the east central part of the lot across form Road A within Amber Fields 3rd Addition. The primary private road extends north 130-feet intersecting a private street that loops throughout the development. A second private street extended between the loop street and a stub street provides access to the 25 multifamily buildings and club house. There is a second access point to the site which is located in the northwestern corner of the development extending to a private street from Abbeyfield Avenue. This access point is located 180-feet from Abbeyfield Avenue along a private street which will be the primary access to the future Amber Fields Commercial Area to the north. Since the second access in the northwest corner of the site extends onto a private parcel an access and egress easement and maintenance agreement must be drafted for this street connection area with the final plat. A very complete internal sidewalk system is depicted on the applicant’s plans. The four-foot wide sidewalks provide connections between the various buildings and the community amenities. A public site walk extends adjacent to the site along the north side of 148th Street West and the east side of Abbeyfield Avenue. There is one sidewalk connection identified from the development to the public sidewalk which is adjacent to the main entrance off of 148th Street West. It was recommended within the engineer’s memo that additional pedestrian access points to the public sidewalk along 148th Street West and Abbeyfield Avenue be implemented. The City Code requires a total of 500 parking stalls in the development, or two per unit. The applicant is providing a total of 553 parking stalls through the combination of enclosed parking, surface parking, and apron (driveway) parking. The plan includes 250 garage stalls, 211 driveway/tandem stalls, 88 standard stalls and 4 compact stalls throughout the site. Parks The Parks and Recreation staff has reviewed the park dedication requirement for Amber Fields 3rd Addition as part of the overall Master Development Plan in order to take into account the multiple playgrounds and extensive open space within the development. Therefore, there is no park dedication requirement for this specific phase of Amber Fields. The street and sidewalk system provide access to the trails and parks, but within the engineering’s memo it is recommended that additional pedestrian access points to the public sidewalk along 148th Street West and Abbeyfield Avenue. Landscaping The landscaping plan provided by the applicant shows a total of 250 trees. The R3 zoning standard for landscaping requires 1 tree per open space unit exposure and for other attached dwellings trees must be deciduous and spacing must include trees at the boulevard at 50-foot intervals. The landscape plat submitted conforms with those requirements. Trees are shown on the landscape plan throughout the site within the open areas, sidewalks and along public right of way. Parking areas are landscaped using trees and shrubs in accordance with the 5 requirements of the City Code to provide screening. The dog park located in the south western area of the development will also receive landscaping. A total of 250 trees will be planted with this development, therefore a landscaping surety in the amount of $82,500 (250 trees x $300 plus 10%) is required as a condition of approval. Utilities The sanitary sewer system for Echelon at Amber Fields extends from a sewer stub at the main entrance to the site. The sanitary sewer extension only provides service to the proposed buildings of the development. The sanitary sewer proposed with Echelon is a private facility that will be maintained by The Garrett Companies. An 8” watermain is identified to be extended within Echelon at Amber Fields. There are two watermain connections that are located at the street entrance locations which connect to the existing system providing looped water services to the development. The watermain extension from Abbeyfield Avenue to Lot 1 will be a public watermain as it will serve multiple property owners and that street area will need to be placed within a drainage and utility easement. The watermain within Echelon at Amber Fields is private and will be maintained by The Garrett Companies. The development extends two storm sewer systems from existing storm sewer stubs, one extending north form 148th street West and the second from Abbeyfield Avenue. The proposed storm sewer material is HDPE, which is not commonly utilized within streets. The proposed HDPE pipe is sized from 8-inch to 36-inch. Site Lighting The site lighting plan identifies 4, 25-foot streetlights located in the entrance island and adjacent to the club house. Onsite streetlights are 7 to 15 foot in height located throughout the development. The applicant has provided a photometric plan that shows it to be within limits of the City Code. Engineering Review The City’s engineer has provided a memorandum containing comments related to the plans provided. Notable comments include: the wheel track for the City’s fire truck will have to be traced throughout the site to assure adequate accessibility for the fire apparatus, pedestrian cub ramps are required at all sidewalk crossings and street access points, the proposed private street section does not identify a sand subgrade material and it is recommended to construct the street section with a sand subgrade section, and it is recommended additional pedestrian access points to the public sidewalk along 148th Street West and Abbeyfield Avenue are put in. RECOMMENDATION The Planning Commission and staff are recommending approval of the preliminary and final plats and the major amendment to the Amber Fields Planned Unit Development Agreement, subject to conditions in the recommended actions and contained within the Engineer’s memorandum dated July 11, 2022. This recommendation is based on information provided by the applicant and reviewed in this report. CITY OF ROSEMOUNT DAKOTA COUNTY, MINNESOTA RESOLUTION 2022 - XX A RESOLUTION APPROVING THE PRELIMINARY PLAT AND FINAL PLAT FOR AMBER FIELDS SEVENTH ADDITION WHEREAS, the City of Rosemount received a request for Preliminary Plat and Final Plat approval from The Garrett Companies, concerning property legally described as: Outlot F, AMBER FIELDS, Dakota County, Minnesota WHEREAS, on July 26, 2022, the Planning Commission of the City of Rosemount held a public hearing and reviewed the Preliminary and Final Plats for Amber Fields Seventh Addition; and WHEREAS, on July 26, 2022 the Planning Commission recommended approval of the Preliminary Plat and Final Plat for Amber Fields Seventh Addition, subject to conditions; and WHEREAS, on August 16, 2022, the City Council of the City of Rosemount reviewed the Planning Commission’s recommendations. NOW, THEREFORE, BE IT RESOLVED, the Council of the City of Rosemount hereby approves the Preliminary Plat and Final Plat for Amber Fields Seventh Addition, subject to the following conditions: a. Execution of a subdivision agreement. b. Adherence with the conditions of the Preliminary and Final Plats for Echelon at Amber Fields and Amber Fields Planned Unit Development Master Development Plan as amended. c. Incorporation of recommendations of the City Engineer concerning design and installation of public infrastructure and including grading, erosion control, streets and utilities. d. Payment of all applicable fees including GIS and other fees identified in the current fee schedule. e. Incorporation of any easements necessary to accommodate drainage, ponding trails, underpasses, conservation areas, street and utilities. f. Drainage and utility easements shall be dedicated over all outlots. g. Provision of $82,500 for landscaping surety. h. Park dedication requirements were fulfilled as part of the Amber Fields Subdivision Agreement and Outlot plat through dedication of land and associated amenities. ADOPTED this 16th day of August, 2022, by the City Council of the City of Rosemount. __________________________________________ William H. Droste, Mayor ATTEST: __________________________________ Erin Fasbender, City Clerk CITY OF ROSEMOUNT DAKOTA COUNTY, MINNESOTA RESOLUTION 2022-XX A RESOLUTION APPROVING A MAJOR AMENDMENT REVISING SINGLE FAMILY ATTACHED DWELLING AND TOWNHOME STANDARDS IN THE AMBER FIELDS PLANNED UNIT DEVELOPMENT WHEREAS, the Community Development Department of the City of Rosemount received a request from The Garrett Companies, to amend the Amber Fields Planned Unit Development Agreement to revise the single family attached dwelling and townhome standards to allow for a maximum of 10 units per building within the Amber Fields Planned Unit Development; and WHEREAS, on July 26, 2022, the Planning Commission of the City of Rosemount held a public hearing and reviewed the Major Amendment for the Amber Fields Planned Unit Development Agreement; and WHEREAS, on July 26, 2022, the Planning Commission recommended approval of the Major Amendment to the Amber Fields Planned Unit Development Agreement, subject to conditions; and WHEREAS, on August 16, 2022, the City Council of the City of Rosemount reviewed the Planning Commission’s recommendations. NOW, THEREFORE, BE IT RESOLVED, the City Council of the City of Rosemount hereby approves the Major Amendment to the Amber Fields Planned Unit Development Agreement to revise the single-family attached dwelling and townhome standards, subject to the following conditions: 1. To allow for a maximum of 10 dwelling units per building. 2. Execution of the Major Amendment to the Amber Fields Planned Unit Development Agreement. ADOPTED this 16th day of August, 2022, by the City Council of the City of Rosemount. __________________________________________ William H. Droste, Mayor ATTEST: ___________________________________ Erin Fasbender, City Clerk 1 A MAJOR AMENDMENT TO THE AMBER FIELDS PLANNED UNIT DEVELOPMENT (PUD) AGREEMENT REVISING SINGLE FAMILY ATTACHED DWELLING AND TOWNHOME STANDARDS THIS DECLARATION made this 16th day of August 2022, by and between THE GARRETT COMPANIES, (hereinafter referred to as the “Declarant”), and the CITY OF ROSEMOUNT, a Minnesota municipal corporation (hereinafter referred to as the “City”); WHEREAS, Declarant is the owner of the real property described on Attachment One, attached hereto and hereby made a part hereof (hereinafter referred to as the “Subject Property”); and WHEREAS, the Subject Property is subject to a Planned Unit Development Agreement, “Amber Fields Master Development Plan”, dated September 7, 2021, (hereinafter referred to as the “Planned Unit Development Agreement”); and WHEREAS, Declarant wishes to amend the Planned Unit Development agreement to revise the single-family attached dwelling and townhome standards which amendment has been approved and consented by the City of Rosemount, acting through the City Council, as evidenced by the duly authorized signatures of its officers affixed hereto. NOW, THEREFORE, the Declarant declares that the Subject Property is, and shall be, held, transferred, sold, conveyed and occupied subject to the covenants, conditions, and restrictions, hereinafter set forth. 1. The use and development of the Subject Property shall conform to the following documents, plan and drawings: a. City Resolution No. 2022-XX; Attachment 2 b. Site Plan (Sheet 6 of 22); Attachment 3 All of which attachments are copies of original documents on file with the City and are made part hereof. 2. The use and development of the Subject Property shall conform to the Amber Fields Master Development Plan Planned Unit Development Agreement except as modified herein. a. Section 11-2-8 A. Single Family Attached Dwellings and Townhome Requirements and Standards: The maximum number of units per building shall be 10. 3. Except as modified by paragraphs 1 and 2 of this Amendment, the Planned Unit Development Agreement shall remain in full force and effect. 2 4. The obligations and restrictions of this Amendment run with the land of the Subject Property and shall be enforceable against the Declarant, its successors and assigns, by the City of Rosemount acting through its City Council. This Amendment may be amended from time to time by a written amendment executed by the City and the owner or owners of the lot or lots to be affected by said amendment. IN WITNESS WHEREOF, the undersigned as duly authorized agents, officers or representatives of Declarant have hereunto set their hands and seals as of the day and year f irst above written. DECLARANT ______________________________. By Its By Its STATE OF MINNESOTA ) ) ss. COUNTY OF DAKOTA ) The foregoing instrument was acknowledged before me this ___ day of _________, 2022, by _____________________ and _________________, the _________________ and ______________________, for and on behalf of_________________, a______________, by and on behalf of said _______________________. _______________________________ Notary Public This Amendment is approved and consented to by the City Council of the City of Rosemount. 3 CITY OF ROSEMOUNT By: William H. Droste, Mayor And by: Erin Fasbender, City Clerk STATE OF MINNESOTA ) ) ss. COUNTY OF DAKOTA ) The foregoing instrument was acknowledged before me this ___ day of ___________, 2022, by William H. Droste and Erin Fasbender, the Mayor and City Clerk, respectively, for and on behalf of the City of Rosemount, a Minnesota corporation, by and on behalf of said corporation. Notary Public THIS INSTRUMENT WAS DRAFTED BY: City of Rosemount 2875 145th Street West Rosemount, MN 55068 651-423-4411 EXCERPT FROM THE JULY 26, 2022 PLANNING COMMISSION MEETING MINUTES 5.a. Request by Garrett Companies for Approval of a Major Amendment to the Amber Fields Planned Unit Development Agreement and Preliminary and Final Plat for Amber Fields 7th Addition to construct a 250-unit multifamily community. (22-59-PUD, 22-60-PP, 22-61-FP) Planner Hogan gave a presentation and summary of the staff report for the Planning Commission. Commissioner Hebert inquired how the proposed 250 units fit into the t otal units for the Amber Fields development. Hogan stated that she does not have the total number, only the number that was initially approved for the development. Chair Kenninger inquired if this proposal will fit into the 8-unit townhomes. Hogan stated that it will but will be 10-unit townhomes. Kenninger questioned if this development will continue to increase their proposed number of units per townhome. Hogan stated that the number of units was planned for in the master development. Senior Planner Nem cek stated that staff has continued to keep track of the units and would like to stay as close to the anticipated number of units as possible. The developer was asked to stick with the height and set back requirements of the R -3 zoning. Kenninger inquired if the townhomes will be rentals. Hogan confirmed that they will be. Kenninger inquired as to if the PUD required a 5-foot-wide set back on the sidewalks. Hogan stated that it’s not required, that it is currently proposed as 4 feet throughout the development. This site is also privately maintained sidewalks. Commissioner Thiagarajan inquired if there are examples within the city that are similar. Hogan stated that it would be best to ask the applicant. The public hearing opened at 6:46 pm. Public Comments: Karl Stout, 1051 Greenwood Springs Blvd, Suite 101, Greenwood, IN, The Garrett Companies, Applicant, stated that the rent will be market rate, the types of trees are currently unknown, the trash will be one compactor, and other developments in MN is currently going up in Lakeville. Other developments in different states have been very successful. Commissioner Hebert inquired about the garage parking vs. outdoor parking. Mr. Stout stated that it is one garage space per unit. Hebert questioned if there will be on-site management. Mr. Stout stated that they will manage the site themselves. MOTION by Kenninger to close the public hearing. Second by Hebert. Ayes: 5. Nays: 0. Motion Passes. The public hearing closed at 6:51 pm. Additional Comments: Commissioner Hebert stated that he is in favor of increasing the density in this area, but that the increase in traffic at th e intersection of Akron and 42 is concerning. MOTION by Rivera to recommend the City Council approve the Preliminary and Final Pl ats for Amber Fields 7th Addition, subject to: a. Execution of a Subdivision Agreement. b. Conformance with all requirements of the City Engineer as detailed in the attached memorandum dated July 11, 2022 (and associated stormwater review memo dated July 12, 2022) c. Payment of $82,500.00 as a landscape surety. d. Payment of trunk area charges ion the amount of: i. Sanitary Sewer Trunk Charge: $1,075/acre ii. Watermain Trunk Charge: $6,500/acre iii. Storm Sewer Trunk Charge: $6,865/acre Second by Marlow. Ayes: 5. Nays: 0. Motion Passes. MOTION by Rivera to recommend the City Council approve a Major Amendment to the Amber Fields Planned Unit Development Agreement, subject to: a. Section 11-2-18 A. Single-Family Attached Dwellings and Townhome Requirements: Building Site: A maximum of ten (10) dwelling units may be attached per building. b. Section 11-4-7. To increase the maximum gross density allowed the Echelon at Amber Fields to 16.12 units/acre. Second by Hebert. Ayes: 5. Nays: 0. Motion Passes. 1 Echelon at Amber Fields Subdivision Agreement Revised August 2022 3731736.v3 SUBDIVISION AGREEMENT Echelon at Amber Fields AGREEMENT dated this day of , 2022, by and between the CITY OF ROSEMOUNT, a Minnesota municipal corporation (the “City”), and Four Leaves Flats, LLC, an Delaware limited liability company (the “Developer”). 1. Request for Plat Approval. The Developer has asked the City to approve the subdivision of land and a plat of land to be known as Echelon at Amber Fields, which land is legally described on ATTACHMENT ONE, attached hereto and hereby made a part hereof (hereinafter referred to as the “Subject Property”). 2. Conditions of Plat Approval. The City has approved the subdivision and the plat on the following conditions: a. Execution of a Subdivision Agreement. b. Adherence with the conditions of the Preliminary and Final Plats for Echelon at Amber Fields and Amber Fields Planned Unit Development Master Development Plan as amended. c. Incorporation of recommendations of the City Engineer concerning design and installation of public infrastructure and including grading, erosion control, streets and utilities. d. Payment of all applicable fees including GIS and other fees identified in the current fee schedule. e. Incorporation of any easements necessary to accommodate drainage, ponding, trails, underpasses, conservation areas, streets and utilities. f. Drainage and utility easements shall be dedicated over all outlots. g. Provision of $82,500 for landscaping surety. h. Park Dedication requirements were fulfilled as part of the Amber Fields Subdivision Agreement and Outlot plat through dedication of land and associated amenities. 3. Phased Development. The City may refuse to approve final plats of subsequent additions of the plat if the Developer has breached this Agreement and the breach has not been remedied. Development of each subsequent phase may not proceed until a subdivision agreement for such phase is approved by the City. 4. Effect of Subdivision Approval. For seven (7) years from the date of this Agreement, no amendments to the City’s Comprehensive Plan, except an amendment placing the plat in the current urban service area, or official controls shall apply to or affect the use, development density, lot size, lot layout or dedications of the approved plat unless required by state or federal law or agreed to in 2 Echelon at Amber Fields Subdivision Agreement Revised August 2022 3731736.v3 writing by the City and the Developer. Thereafter, notwithstanding anything in this Agreement to the contrary, to the full extent permitted by state law, the City may require compliance with any amendments to the City’s Comprehensive Plan, official controls, platting or dedication requirements enacted after the date of this Agreement. 5. Development Plans. The Subject Property shall be developed in accordance with the following plans, specifications and contract documents, original copies of which are on file with the City Engineer. The plans and contract documents may be prepared and revised, subject to City approval, after entering this Agreement, but before commencement of any work on the Subject Property. If the plans vary from the written terms of this Agreement, the written terms shall control. The “Development Plans” are: Plan A – Preliminary plat: Echelon at Amber Fields, PUD Amendment, Preliminary and Final Plat Submittal page C-2.0 dated 6/30/2022 (as revised). Plan B – Soil Erosion Control Plan and Schedule: Echelon at Amber Fields, PUD Amendment, Preliminary and Final Plat Submittal pages C-5.0 and C-5.1 dated 6/30/2022 (as revised). Plan C –Storm Sewer Plan: Echelon at Amber Fields, PUD Amendment, Preliminary and Final Plat Submittal pages C-7.0 – C-7.2 dated 6/30/2022 (as revised). Plan D – Plans & Specifications for Public Improvements: Echelon at Amber Fields, PUD Amendment, Preliminary and Final Plat Submittal dated 6/30/2022 (as revised). Plan E – Grading Plan: Echelon at Amber Fields, PUD Amendment, Preliminary and Final Plat Submittal pages C-4.0 – C-4.2 dated 6/30/2022 (as revised). Plan F – Street Lights: Garrett Rosemount Site Lighting Plan pages SL1 and SL2 dated 6/27/2022 (as revised). Plan G – Landscape Improvements: Echelon at Amber Fields, PUD Amendment, Preliminary and Final Plat Submittal pages L-1.0, L-2.0, L-3.0, L-4.0, L5.0, L6.0 dated 6/30/2022 (as revised). All improvements, including Developer Improvements (as noted in Section 6) and City-Installed Public Infrastructure Improvements (if any), that lie within the public right-of-way or easements and are improvements listed in Minnesota Statutes, Section 429.021 (hereinafter “Public Improvements”) will be designed by the Developer’s third-party design professionals and must be approved by the City Engineer. The Developer will prepare plans and specifications for Public Improvements which shall be approved by the City Engineer. Such approvals shall not be unreasonably withheld and the City shall approve or provide Developer with necessary revision comments within 30 calendar days of Developer submittal of Public Improvement plans and specifications. The City will perform all construction inspection for the Public Improvements, at the Developer’s expense. Construction inspection includes but is not limited to inspection, documentation, and monitoring. 6. Installation by Developer. The Developer shall install or cause to be installed and pay for the following within this phase of the project as reflected herein unless expressly noted otherwise. a. Surveying and staking b. Surface improvements (paved streets, sidewalks, trails, etc.) 3 Echelon at Amber Fields Subdivision Agreement Revised August 2022 3731736.v3 c. Water main improvements d. Sanitary sewer improvements e. Storm sewer improvements f. Setting of lot and block monuments g. Gas, electric, telecommunications, and cable lines h. Site grading i. Landscaping j. Streetlights k. Other items as necessary to complete the development as stipulated herein or in other agreements signed by Developer. Developer is required to obtain all necessary permits as required by regulatory agencies and other levels of government beyond the City of Rosemount. 7. Time of Performance. The pavement wear course shall be completed within one year of the first lift installation for all public roads within the Subject Property. The Developer may, however, request an extension of time from the City. If an extension is granted, it shall be conditioned upon updating the security posted by the Developer to reflect cost increases and the extended completion date, if any. 8. [This Section Intentionally Left Blank] 9. [This Section Intentionally Left Blank] 10. Security for Developer Improvements. To guarantee compliance with the terms of this Agreement, payment of the costs of all Developer Improvements, and construction of all Developer Improvements (as noted in Section 5), the Developer shall furnish the City with a cash deposit or irrevocable letter of credit from a local bank (“security”) in the amount of One Hundred Sixty-One Thousand, Seven Hundred Twenty-Three Dollars ($161,723). The amount of the security was calculated as follows: Letter of Credit for Developer Improvements (due with signed agreement) No. Item Cost 110% Calculation 1 Grading and Erosion Control $ 46,521 $ 51,173 $3,000/ac x 15.507 acres. Minimum $25,000 2 Pond Restoration and Erosion Control Removal $ 25,000 $ 27,500 Minimum $25,000 3 Survey Monumentation $ 500 $ 550 $500/lot x 1 lots 4 Landscaping $ 75,000 $ 82,500 Per City Planner (250 trees x $300) 5 Street Lights $ - $ - $7,500/light x 0 lights - Private 6 Surface Improvements $ - 125% - Private 7 Water Main Improvements $ - 125% - Private 8 Sanitary Sewer Improvements $ - 125% - Private 9 Storm Sewer Improvements $ - 125% - Private Total $ 147,021 $ 161,723 Refer to Exhibits A, B, C and D for an explanation of each item. The bank and form of the letter of credit or other security shall be subject to the approval of the City Administrator. The letter of credit shall be automatically renewable until the City releases the developer from responsibility under this Agreement with respect to the items in the chart above. The letter of credit shall secure compliance with all terms of this Agreement and all obligations of the Developer under it. The City may draw down on the letter of credit without notice if the 4 Echelon at Amber Fields Subdivision Agreement Revised August 2022 3731736.v3 obligations of the Developer have not been completed, as required by this Agreement. In the event of a default under this Agreement by the Developer, the City shall furnish the Developer with written notice by certified mail of Developer’s default(s) under the terms of this Agreement. If the Developer does not remove said default(s) within thirty (30) days of receiving the notice, the City may draw on the letter of credit and take such steps as it deems necessary to remedy the default. Developer may request an extension of the 30-day cure period, which the City has the discretion to approve or deny in its reasonable judgment. With City approval, the letter of credit shall be reduced from time to time as financial obligations are paid and Developer Improvements and other Developer obligations are completed to the City’s requirements. Within ten (10) business days of the date of the reduction request, the City shall begin a review of the request. Processing of an approval of said requests will be dependent on the level of detailed information submitted to the City by the Developer, and from time to time the Developer may be required to provide supplemental information to substantiate a request. The City will act in good faith to process and approve reduction requests in a reasonable and timely fashion. 11. Grading Plan/Site Grading. Site grading shall be completed by the Developer at its cost and approved by the City Engineer. The completion of grading activities will need to be coordinated by the City in conjunction with the installation of utilities. Developer shall furnish the City Engineer satisfactory proof of payment for the site grading work and shall submit a certificate of survey of the development to the City as the site grading is completed by phase, with street and lot grades. If any installation of utilities is occurring simultaneously with the grading, the utility contractor shall have preference over the grading activities. No substantial grading activities can be completed over installed utilities unless otherwise protected. All final grading of lots shall comply with the City- approved final grading plans. 12. License. The Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the Subject Property to perform all work and inspections deemed appropriate by the City. Such license shall terminate as to each lot within the Subject Property upon acceptance by the City of the public infrastructure improvements. 13. Erosion Control. Prior to site grading, and before any utility construction is commenced or building permits are issued, an approved erosion control plan, to be submitted with the final grading plan for grading permit shall be implemented, inspected and approved by the City. All are as disturbed by the excavation and backfilling operations shall be reseeded within seventy-two (72) hours after the completion of the work in that area. Except as otherwise provided in the erosion control plan, seed shall be rye grass or other fast-growing seed suitable to the existing soil to provide a temporary ground cover as rapidly as possible. All seeded areas shall be mulched and disc -anchored as necessary for seed retention. The parties recognize that time is critical in controlling erosion. If development does not comply with the erosion control plan and schedule, or supplementary instructions received from the City the City may take such action as it deems appropriate to control erosion. This right also applies to the required erosion control for basement and/or foundation excavation spoil piles. The City will attempt to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developer’s or City’s right or obligations hereunder. If the Developer does not reimburse the City for any cost the City incurred for such work within thirty (30) business days after receipt of an invoice for the work, the City may draw down the letter of credit to pay such costs. No development will be allowed and no building permits will be issued unless the Subject Property is in full compliance with the erosion control requirements. Costs for City inspection of onsite erosion shall be at the Developer’s expense. 5 Echelon at Amber Fields Subdivision Agreement Revised August 2022 3731736.v3 Notwithstanding the foregoing, the City agrees that the Developer shall have no continuing liability with respect to lots or any other portion of the Property as of the date that the Developer transfers each such portion of the Property to a builder. Developer shall follow MPCA required protocol for transfer of Stormwater Construction Permit responsibility to the new owner of each lot. The Developer is required to show proof of this assignment to the City. Until such time that the transfer of permit responsibility is presented to the City, the City will consider the Developer to remain responsible for required erosion and sediment control. 14. Clean up. The Developer shall clean streets of dirt and debris that has resulted from construction work by the Developer or its agents. The City will inspect the site on a weekly basis and determine whether it is necessary to take additional measures to clean dirt and debris from the streets. Costs for City inspection of onsite erosion and sediment control shall be at the Developer’s expense. After a twenty-four (24) hour verbal or written notice to the Developer, the City will complete or contract to complete the clean-up at the Developer’s expense so long as such expense is reasonable. If the Developer does not reimburse the City for any cost the City incurred for such work within thirty (30) business days after receipt of an invoice for the work, the City may draw down the letter of credit to pay such costs. The Developer shall inspect and, if necessary, clean all catch basins, sumps, and ponding areas of erosion/siltation and restore to the original condition at the end of the home construction or completion of Developer’s Improvements within each phase of this development. All silt fence and other erosion control should be removed following the establishment of turf. These items are to be secured through the letter of credit as is noted in Exhibit A. 15. Ownership of Improvements. Upon completion and City acceptance of the work and construction required by this Agreement, the Public Improvements lying within public rights-of-way and easements shall become City property without further notice or action unless the improvements are specifically identified herein as private infrastructure. 16. Warranty. The Developer warrants all work required to be performed by it against poor material and faulty workmanship for a period of two (2) years after its completion and accepta nce by the City or such longer period as is specified in plans and specifications for Public Improvements. All trees, grass and sod shall be warranted to be alive, of good quality and disease free for twenty-four (24) months after planting. Notwithstanding anything to the contrary, in the event that the City modifies the improvements after the transfer of ownership as denoted in Section 15 herein above, or damages the improvements, Developer shall not have a warranty obligation to those certain improvements. Vegetation surrounding ponds and/or wetlands shall be warranted to be alive, of good quality and weed free for three (3) years after planting. For each pond/wetland in the development, the Developer shall provide to the City Engineer an inspection report by July 31 each year that includes the following: a. Date of inspection. b. Name of person responsible for inspection. c. Photos of the pond/wetland area confirming the vegetation is established as intended. d. Maintenance plan describing the required maintenance activities and tentative schedule. Any required wetland reporting must comply with State WCA and the City’s CWMP reporting rules. 6 Echelon at Amber Fields Subdivision Agreement Revised August 2022 3731736.v3 17. Responsibility for Costs. a. Except as otherwise specified herein, the Developer shall pay all costs incurred by it or the City in conjunction with the development of the Subject Property including, but not limited to, Soil and Water Conservation District charges, legal, planning, engineering and inspection expenses incurred in connection with approval and acceptance of the subdivision and the plat, the preparation of this Agreement and any amendments hereto, and all costs and expenses incurred by the City in monitoring and inspecting the development of the Subject Property. b. The Developer shall reimburse the City for costs incurred in the preparation and enforcement of this Agreement, including engineering and attorney’s fees. Upon request, the City shall provide invoices, in reasonable detail, as to any such fees. The estimated City fees of Sixty-Eight Thousand Dollars ($68,000) shall be deposited with the City at the time this Agreement is signed, and represent the following amounts: City Fees (due with signed agreement) No. Item Cost Calculation 1 Engineering Fees $ 25,000 Reimbursable based on actual City expenditures 2 Attorney Fees $ 3,000 Estimate 3 5% City Administrative Fees $ 25,000 5% of Estimated Construction Cost 4 Street Light Energy Cost $ - 0 lights x 24 months x $30/month 5 GIS Fees $ 15,000 $60/unit X 250 units 6 Trail Fog Seal $ - $0.35/SF x 0 SF - No trail constructed 7 Seal Coating $ - $1.70/SY x 0 SY - Private Total $ 68,000 If the actual City fees exceed this estimate, the Developer shall pay the additional costs to the City within thirty (30) business days after receipt of a written request from the City, which shall include an invoice, including itemized costs. If actual City fees are lower than this estimate, any surplus funds will be returned to the Developer when the project fund is reconciled and closed. c. The Developer shall pay in full all invoices submitted to it by the City for obligations incurred under this Agreement within thirty (30) business days after receipt. If the invoices are not paid on time, the City may halt development work and construction including, but not limited to, the issuance of building permits, assess costs, or pursue other appropriate and lawful remedies, until the past-due invoices are paid in full. Bills not paid within thirty (30) business days shall accrue interest at the rate of six percent (6%) per year. d. The Developer shall pay all energy costs for street lights installed within the Subject Property for 24 months at a cost of $30/month/light. After that, the City shall pay and be responsible for the energy costs. e. The Developer will pay the cost of sealcoating the public streets within the development at a cost of $1.70/SY. The sealcoating will be completed within three (3) years following wear course placement. f. The Developer will pay the cost of fog sealing the public trails within the development at a cost of $0.35/SF. The fog sealing will be completed within three (3) years following trail installation. 7 Echelon at Amber Fields Subdivision Agreement Revised August 2022 3731736.v3 18. Indemnification. The Developer shall hold the City and its officers, agents and employees harmless from claims made by third parties for damages sustained or costs incurred resulting from plat or subdivision approval and development of the Subject Property, except for any costs or expenses arising from intentional acts or gross negligence of the City, or its agents, employees or contractors. The Developer shall indemnify the City and its officers, agents and employees for all costs, damages or expenses that the City may pay or incur in consequence of such claims, including attorney’s fees. 19. Insurance. The Developer agrees to take out and maintain until six (6) months after the City has accepted the Developer Improvements, commercial general liability insurance covering personal injury, including death, and claims for property damage which may arise out of Developer’s work or the work of its contractors or subcontractors. Liability limits shall be not less than $2,000,000 per occurrence and $3,000,000 annual aggregate and twice said limits when the claim arises out of the release or threatened release of a hazardous substance. To accomplish the above limits, an umbrella excess liability policy may be used. Developer must also maintain worker’s compensation insurance with coverage amounts required by statute. The City shall be named as an additional insured on the commercial general liability policy or umbrella/excess insurance policy, if applicable. The Developer must provide a certificate of insurance to the City demonstrating compliance with the above. The certificate of insurance shall provide that the City must be given the same advance written notice of the cancellation of the insurance as is afforded to the Developer. 20. Park, Utility Fees and Service Charges. The Developer agrees to pay sanitary sewer trunk, water trunk, and stormwater area charges set forth in this Section prior to release of the final plat of each plat within the project phase for the lots created by each plat. The sanitary sewer, water, and stormwater connection charges set forth in this Section shall be paid prior to building permit issuance on a per unit basis. The party requesting a building permit, not the Developer, shall be responsible for these connection charges. The rates for each of these items will be set according to the current rate structure for connection charges and trunk area charges at the time of final plat approval or receipt of a building permit and the fees will be adjusted based upon actual bid costs for road assessments. Park dedication fees or property in lieu of, will be addressed in each final plat of project phases as part of the subdivision agreement with the City, which shall be consistent with this Agreement. a. The fees, charges, and assessments in effect as of the date of this Agreement and estimated based upon the Developer-submitted plan dated 6/30/2022 for Echelon at Amber Fields (as revised) are stated in Exhibit B. The Developer shall receive a dollar-for-dollar credit for the cost of any oversizing to address regional stormwater facilities and infrastructure that the Developer constructs which provides regional service functionality for stormwater sources above and beyond those which originate within Amber Fields. Credits amounts to the Developer will be locked in at the dollar value for the year in which the corresponding infrastructure was installed. b. Park Dedication Fees: Satisfied via Amber Fields Subdivision Agreement dated March 1, 2022. c. Storm Sewer Trunk Area Charges in the amount of $125,792. d. Sanitary Sewer Trunk Charges in the amount of $21,991. e. Water Trunk Charges in the amount of $132,967. f. The Developer understands that builders will be required to pay for the Subject Property fees, charges and assessments in effect at the time of issuance of building permits. The rates for each of these items will be set according to the current rate structure at the time the building permit is received. The fees, charges, and assessments in effect as of the date of this Agreement are stated below. The City agrees that it shall collect such amounts with building permits and that the party requesting a building permit, not the Developer, shall be responsible for these charges. 8 Echelon at Amber Fields Subdivision Agreement Revised August 2022 3731736.v3 i. Metropolitan Council Environmental Services Availability Charges per SAC unit (current rate is $2,485 per single-family home). ii. Sanitary Sewer Availability Charges per SAC unit (currently at $1,200/SAC unit). iii. Water Availability Charges per WAC unit (currently at $2,475/WAC unit for single-family residential and multi-family residential). iv. Storm Sewer Connection Charges per unit. 21. Certificates of Occupancy. Unless otherwise authorized in writing by the City Chief Building Official, no certificates of occupancy shall be issued until: a. The site grading is completed and approved by the City. b. All public utilities are tested, approved by the City Engineer, and in service. c. All curbing is installed and backfilled. d. The first lift of bituminous is in place and approved by the City. e. All building permit fees for the lot requesting the occupancy permit are paid in full. f. No early building permits will be issued without prior authorization from the City Building Official. The Developer in executing this Agreement, assumes all liability and costs for damage or delays incurred by the City in construction of Public Improvements caused by the Developer, its employees, contractors, subcontractors, material men or agents. 22. Record Drawings. At project completion, Developer shall submit record drawings of all public and private infrastructure improvements in accordance with the City’s Engineering Guidelines. No securities will be fully released until all record drawings have been submitted and accepted by the City Engineer. 23. Developer’s Default. In the event of default by the Developer as to any of the work to be performed by it hereunder, the City will furnish the Developer with written notice of such default by certified mail. If the Developer does not remove said default(s) within thirty (30) days of receiving the notice, the City may, at its option, perform the work and the Developer shall reimburse the City for any expense incurred by the City, provided the Developer is first given notice of the work in default, no less than 48 hours in advance. Developer may request an extension of the 30-day cure period, which the City has the discretion to approve or deny in its reasonable judgment. This Agreement is a license for the City to act, and it shall not be necessary for the City to seek a court order for permission to enter the land. When the City does any such work to cure a default, the City may, in addition to its other remedies, draw on the letter of credit or other security described in Section 10, or levy the cost in whole or in part as a special assessment against portions of the Subject Property owned or managed by Developer. Developer waives its rights to notice of hearing and hearing on such assessments and its right to appeal such assessments pursuant to Minnesota Statutes, Section 429.081. 24. Miscellaneous. a. The Developer represents to the City that the development of the Subject Property, the subdivision and the plat comply with all city, county, metropolitan, state and federal laws and regulations including, but not limited to: subdivision ordinances, zoning ordinances and environmental regulations. If the City determines that the subdivision, or the plat, or the development of the Subject Property does not comply, the City may, at its option, refuse to allow 9 Echelon at Amber Fields Subdivision Agreement Revised August 2022 3731736.v3 construction or development work on the Subject Property until the Developer does comply. Upon the City’s written demand, the Developer shall cease work until there is compliance. b. Third parties shall have no recourse against the City under this Agreement. c. Breach of the terms of this Agreement by the Developer shall be grounds for denial of building permits, including lots sold to third parties. d. If any portion, section, subsection, sentence, clause, paragraph or phase of this Agreement is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Agreement. e. The action or inaction of a party shall not constitute a waiver or amendment to the provisions of this Agreement. To be binding, amendments or waivers shall be in writing, signed by the parties and approved by written resolution of the City Council. A party’s failure to promptly take legal action to enforce this Agreement shall not be a waiver or release. f. This Agreement shall run with the land and shall be recorded against the title to the Subject Property. All terms and provisions of this Agreement shall be binding upon and inure to the benefit of the heirs, representatives, successors, and assigns of the parties hereto and shall be binding upon all future owners of all or any part of the Subject Property and shall be deemed covenants running with the land. The terms and provisions of this Agreement shall not be binding upon the owners of individual units or residences built upon lots within the development and shall not be deemed to run with the title of the individual units or residences within the development. This provision does not release any future developer or the Developer’s successors or assigns from the terms and provisions of this Agreement. The Developer shall take such steps, including execution of amendments to this Agreement, as are necessary to affect the recording hereof. After the Developer has completed the work required of it under this Agreement, at the Developer’s request as to all or a portion of the Subject Property, the City will execute and deliver to the Developer the requested release(s). g. Each right, power or remedy herein conferred upon a party herein is cumulative and in addition to every other right, power or remedy, express or implied, now or hereafter arising, available to such party, at law or in equity, or under any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time to time as often and in such order as may be deemed expedient by such party and shall not be a waiver of the right to exercise at any time thereafter any other right, power or remedy. h. The Developer may not assign this Agreement without the written permission of the City Council, except Developer may assign this Agreement to its affiliates under common control. i. The Developer acknowledges that the City may issue additional requirements outside of the 2015 General Specifications and Standard Detail Plates for Street and Utility Construction or the 2008 Engineering Guidelines as the City is in the process of updating these documents. The review process may require additional time and expense due to this process, which shall be the Developer’s responsibility. The Developer shall not be billed for the time required for the City to update and approve their revisions to the 2015 General Specifications and Standard Detail Plates for Street and Utility Construction or the 2008 Engineering Guidelines. j. This Agreement includes all attachments, exhibits, and schedules, if any, attached to it, all of which are hereby made a part of this Agreement. 25. Disclaimer of Relationship. Nothing in this Agreement nor any act by the City or the Developer shall be deemed or construed by the City, the Developer, or any third party as creating any relationship of principal/agent, limited or general partner or joint venture between such parties. 10 Echelon at Amber Fields Subdivision Agreement Revised August 2022 3731736.v3 26. Landscaping and Irrigation of Common Areas and Rights-of-Way. Installing finished sod within the common areas (“Common Area”) of Outlots in the Subject Property shall be completed by the Developer; except, however, the Developer’s responsibility shall cease with respect to a lot and the adjacent Common Area upon the Developer transferring title to the lot to a builder. Such builder shall thereafter be responsible for installing finished sod in the Common Area adjacent to the lot through any right-of-way area to the curb line or trail, as applicable. Irrigation, lawn maintenance, and landscaping within any Common Area and/or right-of-way thereafter shall be by the owner of the lot to be expressed in a recorded instrument, unless responsibility is assumed by a homeowners’ association (“HOA”) or a collective arrangement or agreement. Such maintenance includes, without limitation, cutting and irrigating lawns and vegetation, weed control, and tree trimming. No permanent irrigation system may be installed within any City right-of-way unless the City provides its prior written approval. A visual representation of the parties responsible for the irrigation, lawn ma intenance and landscaping described in this Section 27 is attached to this Agreement as Exhibit E: Maintenance Responsibility. Shaded areas identified as either an Outlot or an Addition are the areas where private parties are responsible. The areas identified as City of Rosemount are the City’s responsibility and include (a) East of Akron Avenue/North of Outlots T and S1, (b) right-of-way on both sides of Akron Avenue between 145th Street and 155th Street, a portion of which is shown in Inset F, and (c) the area at the center of Amber Fields, which is North of Outlots N, O and P and the 2nd Addition and South of the 2nd, 4th, 5th and 3rd Additions, portions of this are shown at the bottom of Insets B and C and at the top of Insets D and E. The City acknowledges its maintenance area (see (c) in previous sentence) includes the area around the large pond to be installed by Developer. In addition to what is depicted on Exhibit E, the City acknowledges it is responsible for initial construction a nd continued irrigation, lawn maintenance and landscaping West of the City’s Auburn Avenue project that will be constructed South of 148th Street. The Maintenance Responsibility exhibit does not address who is responsible for tree removal and replacement within rights-of-way. The City is responsible for tree removal and replacement only in the rights-of-way of 148th Street, Akron Avenue, and Auburn Avenue. The Maintenance Responsibility exhibit does not address who is responsible for snow removal. The City is responsible for snow removal from all trails. The City is also responsible for snow removal from all sidewalks within rights-of-way for Akron Avenue, Auburn Avenue, and 148th Street which run parallel to the street along which they are built. Snow on all other segments of sidewalks within the neighborhoods will be cleared by private property owners, HOAs, or similar collective maintenance arrangements or agreements. This Section 26 does not alter responsibilities of (i) the Developer or a builder as to initial construction of sidewalks, trails, or landscaping, including irrigation, or (ii) the City as to its Akron Avenue and Auburn Avenue construction projects South of 148th Street, except for the shaded area designated as 2nd Addition that is East of such future Auburn Avenue. 11 Echelon at Amber Fields Subdivision Agreement Revised August 2022 3731736.v3 27. Notices. Required notices to the Developer shall be in writing, and mailed to the Developer by registered mail at the following address: Four Leaves Flats, LLC c/o The Garrett Companies 1051 Greenwood Springs Blvd Greenwood, IN 46143 A copy of each notice to Developer shall be simultaneously delivered to Developer’s legal counsel at both the physical address below and electronically to Kyle McClammer. Kyle McClammer The Garrett Companies, LLC 1051Greenwood Springs Blvd. Greenwood, Indiana 46143 Notices to the City shall be in writing and shall be either hand delivered to the City Administrator, or mailed to the City by registered mail in care of the City Administrator at the following address: City Administrator Rosemount City Hall 2875 145th Street West Rosemount, Minnesota 55068 [Remainder of page intentionally left blank.] Signature Page Echelon at Amber Fields Subdivision Agreement Revised August 2022 3731736.v3 IN WITNESS WHEREOF, the parties have hereunto set their hands the day and year first above written. CITY OF ROSEMOUNT BY: William H. Droste, Mayor STATE OF MINNESOTA ) ) SS COUNTY OF DAKOTA ) BY: Erin Fasbender, City Clerk The foregoing instrument was acknowledged before me this day of , 2022 by William H. Droste, Mayor, and Erin Fasbender, City Clerk, of the City of Rosemount, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. Notary Public FOUR LEAVES FLATS, LLC Delaware limited liability company By: Garrett Partners XL, LLC, an Indiana limited liability company, its managing member STATE OF COUNTY OF ) ) SS ) BY: Eric Garrett, its Manager The foregoing instrument was acknowledged before me this day of , 2022 by Eric Garrett, Manager of Garrett Partners XL, LLC, an Indiana limited liability company, Managing Member of Four Leaves Flats, LLC, a Delaware limited liability company, on behalf of said corporation. Notary Public Drafted By: City of Rosemount 2875 145th Street West Rosemount, MN 55068 Exhibit A Echelon at Amber Fields Subdivision Agreement Revised August 2022 3731736.v3 EXHIBIT A The following clarifies the various portions of the letter of credit for Developer Improvements that are outlined in the Subdivision Agreement; except, however, the City will accept the amounts attributed to grading and erosion control and pond restoration/erosion control removal from a contractor instead of the Developer. Grading & Erosion Control – A restoration and erosion control bond to ensure re-vegetation and erosion control ($3,000/acre). Note: The minimum surety amount is set at $25,000. Pond Restoration/Erosion Control Removal – A security to allow for cleaning of sedimentation ponds prior to City acceptance, and removal of any installed erosion control measures such as silt fence and wood fiber blanket following development of 75% of adjoining lots (estimated lump sum). Survey Monumentation – An amount equal to 110% of the cost to monument all lots within the development. Landscaping – An amount equal to 110% of the cost to complete the minimum required landscaping. If additional landscaping is planned, a surety for that cost is not required. Street Lights – An amount equal to 110% of the cost to complete the required street light installation on public roadways. Improvements – An amount equal to 125% of the cost to complete those public improvements provided as part of the final plat and final construction documents. Private improvements may also be included when necessary to complete access to and utility supply for platted lots. Exhibit B Echelon at Amber Fields Subdivision Agreement Revised August 2022 3731736.v3 EXHIBIT B (SUMMARY OF DEVELOPMENT FEES AND LOT AREAS) Exhibit C Echelon at Amber Fields Subdivision Agreement Revised August 2022 3731736.v3 EXHIBIT C (DETAIL CALCULATION OF TRUNK AREA CHARGES) Exhibit D Echelon at Amber Fields Subdivision Agreement Revised August 2022 3731736.v3 EXHIBIT D (OVERALL TRUNK AREA CHARGE CALCULATIONS FOR AMBER FIELDS DEVELOPMENT) Exhibit D Echelon at Amber Fields Subdivision Agreement Revised August 2022 3731736.v3 EXHIBIT E MAINTENANCE RESPONSIBILITY LEGEND (also in lower right corner of Exhibit) - COLOR INDICATES PARTY/DEVELOPMENT RESPONSIBLE FOR IRRIGATION AND LANDSCAPE MAINTENANCE OF PUBLIC AREAS - PROPERTY LINE - PRIVATE PROPERTY NOTE: ALL IRRIGATION EQUIPMENT SUCH AS PIPES AND HEADS USED BY PRIVATE ENTITIES TO IRRIGATE ADJACENT PUBLIC AREAS SHALL REMAIN ON PRIVATE PROPERTY - BITUMINOUS TRAIL DEMARCATES BOUNDARY OF MAINTENANCE AREAS LOCATIONS OF AUBURN AVENUE AND AKRON AVENUE, AND 148TH STREET - Auburn Avenue (including the future portion) is the road shown West of and adjacent to the 2nd Addition shaded area. - Akron Avenue is the road at the center of Inset F. - 148th Street is the road that extends East-West from Auburn Avenue to Akron Avenue, South of the 6th and 7th Additions and Outlot C, and North of the 2nd, 3rd, 4th, and 5th Additions. - Attachment 1 Echelon at Amber Fields Subdivision Agreement Revised August 2022 3731736.v3 ATTACHMENT ONE Echelon at Amber Fields Final Plat COUNTY ROAD NO. 73 (AKRON AVE.)C.S.A.H. NO 42 (145TH ST. W.)C.S.A.H. NO 42 (145TH ST. W.)AKRON AVE.AKRON AVE.OUTLOT FOUTLOT I ABBEYFIELD AVE.148TH ST. W.148TH ST. W.OUTLOT CAPARTMENTS27,788 SF (.63) ACAPARTMENTS28,494 SF (.65 AC)APARTMENTS28,494 SF (.65 AC)OUTLOT EOUTLOT DPATIOPATIO9,600 S.F.RETAIL22,450 SFGROCERY45,000 SFSENIOR HOUSING47,000 SF108 UNITS 3 STORIES4,800 S.F.PATIO7,000 S.F.7,000 S.F.PERGOLARETAIL7,000 SFAKRON AVE. (C.R. 73) ELECRISER ADAADAADA ELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADA ELECRISERADAADA ADA ELECRISERADAADAADAELECRISERADAADAADAELECRISER ADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISER ADAADA ADA ELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISER ADAADAADA ELECRISERADAADAADAELECRISERADAADAADA 1221 ELEC RISERADAADAADAELECRISERADAADAADA BLOCK 1 4 1234 OUTLOT AOUTLOT FOUTLOT BOUTLOT H OUTL O T IOUTLOT KOU T L O T L OUTLOT MOUTLOT NOUTLOT POUTLOT QOUTLOT O12345678123456789101112131415161234567891011121314151617BLOCK 1BLOCK 2BLOCK 31234567891011121314151617181920212223241314151617181920212251312111091234678171614131211102345678912345678910111213141516171819202122876543211234567891011121314151234567891817161514131211101234567815141312111091234567131211109812345678910111213141516171812345678123456789101112131415161718192021222324251234567822212019181716151413121110912345678910111213141516171615141312111098765432124232221201918171615141312111098765432110987654321111213141516171819201098765432111121314151617181920765432189101112134321101112139876511109876543211213141516171819202122232625242322212019181716151413121110987654321BLOCK 4BLOCK 5BLOCK 8BLOCK 7BLOCK 5BLOCK 21BLOCK 22BL O C K 2 3 BLO C K 2 4 BLO C K 2 5 BLO C K 2 7 BLOCK 26BLOCK 28BLOCK 31BLOCK 30 BLO C K 2 9 BLOCK 32BLO CK 36 BLOCK 33 BLOCK 33BLOCK 40BLOCK 40BLOCK 34BLOCK 35BLOCK 38BLOCK 37 BLOCK 39 6 FUTURE ELEMENTARY SCHOOLSTORMWAT ERMANAGEME NT AREA 1 BASIN 191 8 PER C ITY STORMWA TERMANAGEM ENTAREA 2 STORMW ATERMANAGE MENTAREA 3STORMWA TERMANAGEM ENTAREA 3STORMWA TERMANAGEM ENT ARE A 6 WETLA NDWE-18- 00 611258 -0 00 WETLANDWE-18-0 0611258- 000 WETLA NDWE-18- 00 611258- 000 BLOCK 623123691011121OUTLOT BAUBURN A V E . ABBEYFIELD AVE. 148TH S T. W .148TH ST . W.148TH ST. W.148TH S T. W .9OUTLOT CAPARTMENTS27,788 SF (.63) AC APARTMENTS28,494 SF (.65 AC)APARTMENTS28,494 SF ( .65 AC)OUTLOT EOUTLOT D1714457859156743218212223201918252426272829313233343035363738394041434244ROAD A ROAD BROAD CROAD I RO A D J ROAD KROAD LROAD M ROAD N ROAD DROAD EROAD F ROAD G RO AD HOUTLOT E BLOCK 17 2 3 41 BLOCK 18 3 4 6 1 2 5 BLOCK 1923 41 BLOCK 2034 6 12512345BLOCK 22 BLOCK 23 34 6 12 5BLOCK 24 234 1 BLOCK 21 3 46125 BLOCK 29 3 4 6125 12345BLOCK 30 BLOCK 9 12345BLOCK 31 PATIOPATIO9,600 S .F .RETAIL22,450 SFGROCERY45,000 SFSENIOR HOUSING47,000 SF108 UN ITS 3 STORIES4,800 S .F . PATIO7,000 S .F .7,000 S .F .PERGOLARETAIL7,000 SF AUBURN A V E . AUBURN AVE.ROAD AROAD I ROAD A ROAD A ROAD A2134567810911121314151617BLOCK 9 BLOCK 10 32145678910111214131516171819202122BLOCK 10 1 234 5 BLOCK 12BLOCK 1 3 234 1 1 2 3 4 5BLOCK 15 1 2 3 45BLOCK 16 BLOCK 25 234 1 BLOCK 26 234 1 1 2 34 5BLOCK 27 BLOCK 32 234 1 BLOCK 33 234 1BLOCK 1 1234 1 1 2 34 5BLOCK 28 OUTLOT F 5 OUTLOT AOUTLOT C OUTLOT DOUTLOT AOUTLOT A OUTLOT A OUTLOT D AKRON AVE. (C.R. 73)23PROJECTLOCATIONFOR REVIEW ONLYPRELIMINARYNOT FOR CONSTRUCTIONC-0.0ECHELON AT AMBER FIELDS PUD AMENDMENT, PRELIMINARY AND FINAL PLAT SUBMITTAL COVER SHEET 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 700VICINITY MAP1" = 2,000'ALLIANT ENGINEERING, INC.733 MARQUETTE AVE, SUITE 700PH: 612-758-3080 / FX: 612-758-3099CONSULTANTSURVEYORCIVIL ENGINEERPETER GOERS, PLSLICENSE NO. 44110CLARK WICKLUNDLICENSE NO. 40922LANDSCAPE ARCHITECTEM: cwicklund@alliant-inc.comEM: pgoers@alliant-inc.comNICHOLAS SMITH, PLALICENSE NO. 58422EM: nsmith@thegarrettco.comMINNEAPOLIS, MN 55402CONTACT: ASHLEY BEDELL1051 GREENWOOD SPRINGS DRIVEGREENWOOD, IN 46143EM: abedwll@thegarrettco.comSHEET LISTECHELON AT AMBER FIELDSROSEMOUNT, MINNESOTADEVELOPERTHE GARRETT COMPANIES N30°48'55"E 132.61 R=640.00 L=282.57Δ=25°17'50"C.Brg=N18°10'00"E N89°42'11"W 222.75R=312.50L=166.45Δ=30°31'06"S59°11'05"E 216.33R=487.50L=262.19Δ=30°48'55"N90°00'00"E 284.64N00°27'45"E 562.52N90°00'00"W 445.45R=450.00L=242.02Δ=30°48'55"N59°11'05"W 670.90148TH ST WAKRON AVE (PUBLIC)(PUBLIC)ABBEYFIELD AVE(PUBLIC)ROSEMOUNT, MNOUTLOT F, AMBER FIELDSALTA/NSPSLAND TITLESURVEY733 Marquette Ave, Ste 700Minneapolis, MN 55402612.758.3080 612.758.3099www.alliant-inc.comMAINFAXTABLE A ITEMSPROPERTY DESCRIPTIONOutlot F, Amber Fields, Dakota County, Minnesota.(Abstract property)To Earl Street Partners II, LLC, a Minnesota limited liability company, Garret Acquisitions, LLC and First American TitleInsurance Company:This is to Certify that this map or plat and the survey on which it is based were made in accordance with the 2021Minimum Standard Detail Requirements for ALTA/NSPS Land Title Surveys, jointly established and adopted by ALTAand NSPS, and includes Items 1, 2, 3, 4, 7(a), 8, 9, 11(a), 13, and 16 of Table A thereof. The field work was completedon June 1, 2022.Date of Plat or Map: ________________________________________________________________________________________Peter Goers, Professional Land SurveyorMinnesota License No. 44110Email: pgoers@alliant-inc.com1. This survey and the property description shown here on are based upon information found in the commitment for titleinsurance prepared by First American Title Insurance Company, file no. NCS-1127171-INDY, dated May 23, 2022.2. The orientation of this bearing system is based on the Dakota County Coordinate System NAD 1983(86 ad.).3. All distances are in feet.4. The property and adjacent roads and outlots are currently under construction.5. The locations of existing public utilities on or serving the property are depicted based on Gopher State One CallTicket No. 221244268 & 221244248, available city maps, records and observed evidence locations. Lacking excavation,underground utility locations may not be exact. Verify critical utilities prior to construction or design.CERTIFICATIONNOTESLEGEND1.Monuments placed (or a reference monument or witness to the corner) at all major corners of the boundary ofthe property, unless already marked or referenced by existing monuments orwitnesses to the corner are shown hereon.2.Address is unassaigned3.The property lies within Zone X (unshaded - areas determined to be outside the 0.2% annual chance floodplain)of Federal Emergency Management Agency (FEMA) Flood Insurance Community Panel No. 27037C0230E,effective December 2, 2011. Not Printed.4.The area of the above described property is 675,480 square feet or 15.507 acres.7(a). No buildings were observed on subject property.8.Substantial features observed in the process of conducting fieldwork, are shown hereon.9.There are no striped parking stalls on this site.11(a). The locations of existing public utilities on or serving the property are depicted based on Gopher State One CallTicket No. 221244268 & 221244248, available city maps, records and observed evidence locations. Lackingexcavation, underground utility locations may not be exact. Verify critical utilities prior to construction or design.13. Names of adjoining owners are depicted based on Dakota County GIS tax information.16. There was no observed evidence of earth moving work or building construction at the time of our field work.SCHEDULE B, PART II EXCEPTIONSThe following are survey related exceptions set forth in Schedule B, Part II of the herein referenced TitleCommitment:Item No. 10:Reservation of mineral and mineral rights by the Regents of the University of Minnesota, aMinnesota constitutional corporation, and the terms and conditions thereof; ascontemplated by the University of Minnesota Real Estate and Purchase Agreement, datedAugust 3, 2020; as reserved by Limited Warranty Deed, dated December 29, 2021,recorded December 30, 2021 as Document No. 3515213. Items in Exhibit B to LimitedWarranty Deed does not affect subject property.Item No. 13:Easements and access restrictions as shown on the recorded plat of Amber Fieldsrecorded May 9, 2022 as Document No. 3538193. No easements located on subjectproperty.Mortgagee Consent to Plat recorded May 9, 2022 as Document No. 3538194.Item No. 15:Access restrictions as contained in Quit Claim Deed between Earl Street Partners II, LLC, aMinnesota limited liability company, and the County of Dakota as contained in Quit ClaimDeed dated May 3, 2022, recorded May 9, 2022 as Document No. 3538196. Depicted onsurvey.06/09/2022PGJDTPGJOB NO.FIELD DATE ISSUEDCHECKED BYSCALEDRAWN BY1"=60'20-0078VICINITY MAPNOT TO SCALESITE AKRON AVE.AKRON AVE.OUTLOT FOUTLOT I 148TH ST. W.148TH ST. W.OUTLOT COUTLOT EBLOCK 1, LOT 1FOR REVIEW ONLYPRELIMINARYNOT FOR CONSTRUCTIONC-2.0ECHELON AT AMBER FIELDS PUD AMENDMENT, PRELIMINARY AND FINAL PLAT SUBMITTAL PRELIMINARY PLAT 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 700LEGAL DESCRIPTION: LEGEND LOT AREA: CITY COUNCIL, CITY OF ROSEMOUNT, MINNESOTAThis plat was approved by the City Council of ROSEMOUNT, Minnesota, this _________ day of _____________________, 20 ____and hereby certifies compliance with all requirements as set forth in Minnesota Statutes, Section 505.03, Subd. 2.By:___________________________________________________________________MayorClerkCOUNTY SURVEYOR, COUNTY OF DAKOTA, STATE OF MINNESOTAI hereby certify that in accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plat has been reviewed and approved this_________ day of _____________________, 20 ____._________________________________Todd B. TollefsonDakota County SurveyorDEPARTMENT OF PROPERTY TAXATION AND RECORDS, COUNTY OF DAKOTA, STATE OF MINNESOTAPursuant to Minnesota Statutes, Section 505.021, Subd. 9, taxes payable in the year 20___ on the land hereinbefore described have beenpaid. Also, pursuant to Minnesota Statutes, Section 272.12, there are no delinquent taxes and transfer entered this _________ day of_____________________, 20 ____._________________________________________, DirectorAmy A. Koethe, Department of Property Taxation and RecordsCOUNTY RECORDER, COUNTY OF DAKOTA, STATE OF MINNESOTAI hereby certify that this plat of ECHELON AT AMBER FIELDS was filed in the office of the County Recorder for public record on this_________ day of _____________________, 20 ____, at ___ o'clock ___.M. and was duly filed in Book_________________ of Plats,Page______________________ , as Document Number _______________________ ._______________________________________Amy A. Koethe, County RecorderKNOW ALL PERSONS BY THESE PRESENTS: That Four Leaves Flats, LLC, a Delaware limited liabilitycompany, owner of the following described property:Outlot F, AMBER FIELDS, Dakota County, Minnesota.Has caused the same to be surveyed and platted as ECHELON AT AMBER FIELDS.In witness whereof said Four Leaves Flats, LLC, a Delaware limited liability company, has caused thesepresents to be signed by its proper officer this _________ day of _____________________, 20 ____.Signed: Four Leaves Flats, LLCBy: Garrett Partners XL, LLC, an Indiana limited liability company, its Managing Memberby ___________________________________________Eric Garrett, ManagerSTATE OF ____________________COUNTY OF ____________________This instrument was acknowledged before me on _________ day of _____________________, 20 ____, by EricGarrett, Manager of Garrett Partners XL, LLC, an Indiana limited liability company, Managing Member of FourLeaves Flats, LLC, a Delaware limited liability company, on behalf of the company.________________________________________Signature________________________________________Printed NameNotary Public, __________________________My Commission Expires _________________SURVEYORS CERTIFICATEI Peter Goers do hereby certify that this plat was prepared by me or under my direct supervision; that I am aduly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of theboundary survey; that all mathematical data and labels are correctly designated on this plat; that allmonuments depicted on this plat have been, or will be correctly set within one year; that all water boundariesand wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate areshown and labeled on this plat; and all public ways are shown and labeled on this plat.Dated this ___________ day of _____________________ , 20 ____._________________________________________Peter Goers, Licensed Land SurveyorMinnesota License No. 44110STATE OF MINNESOTACOUNTY OF _____________________This instrument was acknowledged before me on ___________ day of _____________________ , 20 ____, byPeter Goers.________________________________________Signature________________________________________Printed NameNotary Public,___________________________My Commission Expires__________________ N59°11'05"W 670.90N30°48'55"E 132.61 R=640.00 L=282.57Δ=25°17'50"C.Brg=N18°10'00"E N89°42'11"W 222.75R=312.50L=166.45Δ=30°31'06"S59°11'05"E 216.33R=487.50L=262.19Δ=30°48'55"EAST 284.64N00°27'45"E 562.52EAST 445.45R=450.00L=242.02Δ=30°48'55"BLOCK 1LOT 1 AKRON AVE.AKRON AVE.OUTLOT FOUTLOT I 148TH ST. W.148TH ST. W.OUTLOT C27,788 SF (.63) ACAPARTMENTS28,494 SF (.65 AC)OUTLOT EPATIO9,600 S.F.RETAIL22,450 SFGROCERY45,000 SFRETAIL7,000 SFELECRISER ADAADAADA ELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISER ADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISER ADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISER ADAADAADA ELECRISERADAADAADAELEC RISER ADA ADA ADA 1221 ELEC RISERADAADAADAELECRISERADAADAADA FOR REVIEW ONLYPRELIMINARYNOT FOR CONSTRUCTIONC-3.0ECHELON AT AMBER FIELDS PUD AMENDMENT, PRELIMINARY AND FINAL PLAT SUBMITTAL SITE PLAN - OVERALL VIEW 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 700SITE DATA: SITE NOTES: PERMEABILITY:LEGEND: AKRON AVE.OUTLOT F148TH ST. W.ELECRISERADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELEC ELECRISERADAADAELECRISERADAADAADA FOR REVIEW ONLYPRELIMINARYNOT FOR CONSTRUCTIONC-3.1ECHELON AT AMBER FIELDS PUD AMENDMENT, PRELIMINARY AND FINAL PLAT SUBMITTAL SITE PLAN - OVERALL VIEW A 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 700LEGEND: OUTLOT FRETAIL22,450 SFRETAIL7,000 SFELECRISER ADAADAADA ELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADARISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECADAADAELECRISERADAADAADAEL E C RI S E R AD A AD A AD A ELECRISERADAADAADAELEC RISER ADA ADA ADA 1221 ELEC RISERADAADAADAELECRISERADAADAADA FOR REVIEW ONLYPRELIMINARYNOT FOR CONSTRUCTIONC-3.2ECHELON AT AMBER FIELDS PUD AMENDMENT, PRELIMINARY AND FINAL PLAT SUBMITTAL SITE PLAN - VIEW B 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 700LEGEND: AKRON AVE.AKRON AVE.148TH ST. W.148TH ST. W.27,788 SF (.63) ACAPARTMENTS28,494 SF (.65 AC)PATIO9,600 S.F.RETAIL22,450 SFGROCERY45,000 SFRETAIL7,000 SFELECRISER ADAADAADA ELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISER ADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISER ADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISER ADAADAADA ELECRISERADAADAADAELEC RISER ADA ADA ADA 1221 ELEC RISERADAADAADAELECRISERADAADAADA FOR REVIEW ONLYPRELIMINARYNOT FOR CONSTRUCTIONC-4.0ECHELON AT AMBER FIELDS PUD AMENDMENT, PRELIMINARY AND FINAL PLAT SUBMITTAL GRADING PLAN - OVERALL VIEW 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 700GRADING NOTES:GRADING LEGEND: AKRON AVE.148TH ST. W.ELECRISERADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELEC ELECRISERADAADAELECRISERADAADAADA FOR REVIEW ONLYPRELIMINARYNOT FOR CONSTRUCTIONC-4.1ECHELON AT AMBER FIELDS PUD AMENDMENT, PRELIMINARY AND FINAL PLAT SUBMITTAL GRADING PLAN - VIEW A 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 700GRADING LEGEND: RETAIL22,450 SFRETAIL7,000 SFELECRISER ADAADAADA ELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADARISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECADAADAELECRISERADAADAADAEL E C RI S E R AD A AD A AD A ELECRISERADAADAADAELEC RISER ADA ADA ADA 1221 ELEC RISERADAADAADAELECRISERADAADAADA FOR REVIEW ONLYPRELIMINARYNOT FOR CONSTRUCTIONC-4.2ECHELON AT AMBER FIELDS PUD AMENDMENT, PRELIMINARY AND FINAL PLAT SUBMITTAL GRADING PLAN - VIEW B 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 700GRADING LEGEND: 148TH ST. W.148TH ST. W.27,788 SF (.63) ACAPARTMENTS28,494 SF (.65 AC)ELECRISER ADAADAADA ELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISER ADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISER ADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISER ADAADAADA ELECRISERADAADAADAELEC RISER ADA ADA ADA 1221 ELEC RISERADAADAADAELECRISERADAADAADA AKRON AVE.AKRON AVE.FOR REVIEW ONLYPRELIMINARYNOT FOR CONSTRUCTIONC-5.0ECHELON AT AMBER FIELDS PUD AMENDMENT, PRELIMINARY AND FINAL PLAT SUBMITTAL EROSION AND SEDIMENT CONTROL PLAN 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 700LEGEND: CONSTRUCTION SEQUENCING SWPPP CONTACT:ACTIVE SWPPP LEGEND 1 MILEPROJECTLOCATIONROCK CONSTRUCTION ENTRANCEWASHED ROCK ORWOOD/MULCH PERSPECIFICATIONS18" MINIMUM CUT OFF BERM TOMINIMIZE RUNOFF FROM SITENOTES:1. MnDOT 3733 TYPE 4 FILTER FABRIC SHALL BE PLACED UNDER ROCK OR MULCH TOSTOP MUD MIGRATION THROUGH MATERIAL.2. FUGITIVE ROCK OR MULCH WILL BE REMOVED FROM ADJACENT ROADWAYS DAILY OR MORE FREQUENTLY AS NECESSARY.3.CONSTRUCTION ENTRANCE MUST BE CONSTRUCTED PRIOR TO THECOMMENCEMENT OF GRADING OPERATIONS ON THE SITE.4.THE ENTRANCE MUST BE MAINTAINED IN PROPER CONDITION TO PREVENTTRACKING OF MUD OFF THE SITE. THIS MAY REQUIRE PERIODIC TOPDRESSINGWITH ADDITIONAL ROCK, WOOD/MULCH, OR REMOVAL AND REINSTALLATION OFTHE PAD.5.THIS ENTRANCE WILL BE USED BY ALL VEHICLES ENTERING OR LEAVING THEPROJECT.6.THE CONSTRUCTION ENTRANCE WILL BE REMOVED PRIOR TO THE PLACEMENT OFBITUMINOUS SURFACING.PUBLIC ROAD50' MINIMUM LENGTHROCK-6" MINIMUM DEPTHWOOD/MULCH- 12" MINIMUM DEPTH20' MINIMUM WIDTHTEMPORARY SEDIMENTATION BASINSTANDPIPE OUTLETII. SECTION A-AIII. BASIN STANDPIPE AND EMERGENCY OVERFLOWPIPEOUTLETEMERGENCY OVERFLOW-MnDOT 3601 CLASS II RIP RAPOVER MnDOT 3733 TYPE IIIGEOTEXTILE FABRICD = DIAMETER OF STANDPIPEEQUAL TO DIAMETER OF PIPEPERFORATEDSTANDPIPE1"-2" DIAM. ROCK,CONE EQUAL TO 13 ZNOTE:PIPE MATERIALSHOULD BE RIGIDOUTLET- MnDOT3601CLASS II RIP RAPOVER MnDOT 3733TYPE III GEOTEXTILEFABRIC6" BELOW10-YR STORM31BERM STABILIZED WITH MnDOT3885 CATEGORY 3 EROSIONCONTROL BLANKETOVERFLOWNOTES:BASIN USED FOR 10 ACRESDRAINAGE AREA OR MORE.DESIGN RUNOFF VOLUME ISFROM A 2-YR, 24-HR STORMPER ACRE DRAINED TO THEBASIN. BASIN VOLUME MUSTBE A MIN. OF 1800 CUBICFEET/ACRE.SEE PLANS/SPECIFICATIONSFOR BASIN DIMENSIONS ANDPIPE SIZE AND SLOPE.ANTI-SEEPAGECOLLARPIPESTANDPIPE & ROCKMONOFILAMENTGEOTEXTILE FABRIC PERMNDOT TABLE 3886-1(MACHINE SLICED)I. PLAN VIEWAW DRAINAGE WAYA6' MIN.L = VARIABLEINLETSTANDPIPEPIPEZD10' MIN.6' M IN .21EMERGENCY OVERFLOW34" HOLES SPACED8" TO 10" ON CENTERANTISEEPAGE COLLAR (TYP.)CLNOTE:ALL SLOPES WITH A GRADE EQUAL TO OR STEEPER THAN 3:1REQUIRE SLOPE TRACKING. SLOPES WITH A GRADE MORE GRADUALTHAN 3:1 REQUIRE SLOPE TRACKING IF THE STABILIZATION METHODIS EROSION CONTROL BLANKET OR HYDROMULCH.UNDISTURBED VEGETATIONTRACKED EQUIPMENTTREADS CREATE GROOVESPERPENDICULAR TO SLOPEDIRECTION.SLOPESLOPE TRACKINGEROSION CONTROL BLANKETINSTALLATIONOVERLAPLONGITUDINAL JOINTSMINIMUM OF 6"OVERLAP END JOINTSMINIMUM OF 6" AND STAPLEOVERLAP AT 1.5' INTERVALS.ANCHOR TRENCH(SEE DETAIL AND NOTES BELOW)ANCHOR TRENCH1. DIG 6" X 6" TRENCH2. LAY BLANKET IN TRENCH3. STAPLE AT 1.5' INTERVALS4. BACKFILL WITH NATURAL SOIL AND COMPACT5. BLANKET LENGTH SHALL NOT EXCEED 100'WITHOUT AN ANCHOR TRENCH6"6"1' TO 3'DIRECTION OFSURFACE FLOWNOTE:SLOPE SURFACE SHALL BE FREE OF ROCKS, SOIL CLUMPS,STICKS, VEHICLE IMPRINTS, AND GRASS. BLANKETS SHALLHAVE GOOD SOIL CONTACT.STAPLE PATTERN/DENSITY SHALLFOLLOW MANUFACTURERSSPECIFICATIONSFOR REVIEW ONLYPRELIMINARYNOT FOR CONSTRUCTIONC-5.1ECHELON AT AMBER FIELDS PUD AMENDMENT, PRELIMINARY AND FINAL PLAT SUBMITTAL EROSION AND SEDIMENT CONTROL NOTES 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 700VICINITY MAP1" = 2,000'EROSION CONTROL SCHEDULE:FINAL STABILIZATION:EROSION CONTROL GENERAL NOTES:POLLUTION PREVENTION MANAGEMENT MEASURES:SEDIMENT CONTROL PRACTICES:DUST CONTROL:MAINTENANCE PROGRAM:EROSION AND SEDIMENT CONTROLRESPONSIBLE PARTY:EROSION CONTROLSWPPP BMP QUANTITIES:(PER PLAN)INVASIVE SPECIES CONTROL: AKRON AVE.AKRON AVE.OUTLOT FOUTLOT I 148TH ST. W.148TH ST. W.OUTLOT C27,788 SF (.63) ACAPARTMENTS28,494 SF (.65 AC)OUTLOT EPATIO9,600 S.F.RETAIL22,450 SFGROCERY45,000 SFRETAIL7,000 SFELECRISER ADAADAADA ELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISER ADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISER ADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISER ADAADAADA ELECRISERADAADAADAELEC RISER ADA ADA ADA 1221 ELEC RISERADAADAADAELECRISERADAADAADASANITARY SEWER SCHEDULE: FOR REVIEW ONLYPRELIMINARYNOT FOR CONSTRUCTIONC-6.0ECHELON AT AMBER FIELDS PUD AMENDMENT, PRELIMINARY AND FINAL PLAT SUBMITTAL UTILTY PLAN - OVERALL VIEW 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 700UTILITY NOTES: LEGEND: SANITARY SEWER SCHEDULE: AKRON AVE.OUTLOT F148TH ST. W.ELECRISERADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELEC ELECRISERADAADAELECRISERADAADAADA FOR REVIEW ONLYPRELIMINARYNOT FOR CONSTRUCTIONC-6.1ECHELON AT AMBER FIELDS PUD AMENDMENT, PRELIMINARY AND FINAL PLAT SUBMITTAL UTILTY PLAN - VIEW A 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 700LEGEND: OUTLOT FRETAIL22,450 SFRETAIL7,000 SFELECRISER ADAADAADA ELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADARISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECADAADAELECRISERADAADAADAEL E C RI S E R AD A AD A AD A ELECRISERADAADAADAELEC RISER ADA ADA ADA 1221 ELEC RISERADAADAADAELECRISERADAADAADASANITARY SEWER SCHEDULE: FOR REVIEW ONLYPRELIMINARYNOT FOR CONSTRUCTIONC-6.2ECHELON AT AMBER FIELDS PUD AMENDMENT, PRELIMINARY AND FINAL PLAT SUBMITTAL UTILTY PLAN - VIEW B 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 700LEGEND: AKRON AVE.AKRON AVE.OUTLOT FOUTLOT I 148TH ST. W.148TH ST. W.OUTLOT C27,788 SF (.63) ACAPARTMENTS28,494 SF (.65 AC)OUTLOT EPATIO9,600 S.F.RETAIL22,450 SFGROCERY45,000 SFRETAIL7,000 SFELECRISER ADAADAADA ELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISER ADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISER ADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISER ADAADAADA ELECRISERADAADAADAELEC RISER ADA ADA ADA 1221 ELEC RISERADAADAADAELECRISERADAADAADA FOR REVIEW ONLYPRELIMINARYNOT FOR CONSTRUCTIONC-7.0ECHELON AT AMBER FIELDS PUD AMENDMENT, PRELIMINARY AND FINAL PLAT SUBMITTAL STORM SEWER PLAN - OVERALL VIEW 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 700UTILITY NOTES: LEGEND: STORM SEWER SCHEDULE: AKRON AVE.OUTLOT F148TH ST. W.ELECRISERADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELEC ELECRISERADAADAELECRISERADAADAADA FOR REVIEW ONLYPRELIMINARYNOT FOR CONSTRUCTIONC-7.1ECHELON AT AMBER FIELDS PUD AMENDMENT, PRELIMINARY AND FINAL PLAT SUBMITTAL STORM SEWER PLAN - VIEW A 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 700LEGEND: OUTLOT FRETAIL22,450 SFRETAIL7,000 SFELECRISER ADAADAADA ELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADARISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECADAADAELECRISERADAADAADAEL E C RI S E R AD A AD A AD A ELECRISERADAADAADAELEC RISER ADA ADA ADA 1221 ELEC RISERADAADAADAELECRISERADAADAADA FOR REVIEW ONLYPRELIMINARYNOT FOR CONSTRUCTIONC-7.2ECHELON AT AMBER FIELDS PUD AMENDMENT, PRELIMINARY AND FINAL PLAT SUBMITTAL STORM SEWER PLAN - VIEW B 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 700LEGEND: FOR REVIEW ONLYPRELIMINARYNOT FOR CONSTRUCTIONC-8.0ECHELON AT AMBER FIELDS PUD AMENDMENT, PRELIMINARY AND FINAL PLAT SUBMITTAL DETAIL SHEET 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 700B612 CONCRETE CURB AND GUTTERSANITARY/STORM SEWER BEDDINGWATER MAIN BEDDINGCONCRETE SIDEWALKEXPANSION JOINT DETAILNOT TO SCALE1NOT TO SCALE5NOT TO SCALE9NOT TO SCALE8NOT TO SCALE710PEDESTRIAN CURB RAMPNOT TO SCALEACCESSIBLE PARKING SIGNNOT TO SCALE11FINISHED GRADE(SURFACE VARIES)PAVED SURFACE(PAVEMENT TYPE VARIES)COMPACTED AGGREGATEBASE SIZE NO. 53 AT 95%PROCTOR DENSITYCOMPACTED SUBGRADE13 1/2"5"8"7"12"CONCRETE CURB& GUTTER6"R3"R3"1/2" PER FT.R12"R12"6"2"B612 CONCRETE CURB AND GUTTER OUTFALLNOT TO SCALE2NO PARKING SIGNNOT TO SCALE12LIGHT DUTY BITUMINOUS PAVEMENTNOT TO SCALE3HEAVY DUTY BITUMINOUS PAVEMENTNOT TO SCALE4HEAVY DUTY CONCRETE PAVEMENTNOT TO SCALE636"6" ROUND STEEL PIPEBOLLARD CONCRETE FILLED,PAINTED YELLOW.EXPANSION JOINTBITUMINOUS PAVEMENT48"8"20" DIA. FOOTINGCONCRETE BOLLARD NOT TO SCALE13CONCRETE VALLEY GUTTERNOT TO SCALE14CONCRETE SPILLWAYS NOT TO SCALE15CONCRETE PAVEMENT INSPILLWAY SEE DETAIL 6THIS PAGECONDITIONS VARY ATBACK OF CURB SEE SITEPLAN SHEET C-3.0FINISHED GRADE(SURFACE VARIES)COMPACTED AGGREGATEBASE SIZE NO. 53 AT 95%PROCTOR DENSITYCOMPACTED SUBGRADE13 1/2"5"8"7"CONCRETE CURB& GUTTER6"R3" R 3 "1/2" PER FT.R12"6"2"CONCRETE CURB ANDGUTTER ON BOTH SIDESOF CONCRETE SPILLWAY FOR REVIEW ONLYPRELIMINARYNOT FOR CONSTRUCTIONECHELON AT AMBER FIELDS PUD AMENDMENT, PRELIMINARY AND FINAL PLAT SUBMITTAL DETAIL SHEET 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 700.DYHC-8.1 FOR REVIEW ONLYPRELIMINARYNOT FOR CONSTRUCTIONECHELON AT AMBER FIELDS PUD AMENDMENT, PRELIMINARY AND FINAL PLAT SUBMITTAL DETAIL SHEET 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 700PEDESTRIAN CURB RAMP DETAILS NOT TO SCALE1C-8.2 OUTLOT FRETAIL22,450 SFGROCERY45,000 SFRETAIL7,000 SFELEC RISER ADA ADA ADA ELEC RISERADAADAADAELECRISERADAADAADA ELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISER ADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISER ADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELEC RISERADAADAADAELECRISERADAADAADA1221 ESCHELON AT AMBER FIELDS PUD AMENDMENT, PRELIMINARY AND FINAL PLAT SUBMITTALI hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed LandscapeArchitect under the laws of the State of Minnesota.Date:License. No.:06/30/2022Signature:Typed/Printed Name:Nicholas Allen Smith58422L-1.0OVERALL LANDSCAPE PLANBLDG #1BLDG #2BLDG #3BLDG #4BLDG #5BLDG #6BLDG #7BLDG #8BLDG #9BLDG #10BLDG #11BLDG #12BLDG #13BLDG #14BLDG #15BLDG #16BLDG #17BLDG #18BLDG #19BLDG #20BLDG #21BLDG #22BLDG #23BLDG #24BLDG #25CLUBHOUSEPOOLMAINTENANCECOMPACTOROPENSPACE148TH ST. W.AKRON AVE148TH ST. W.NORTHScale In Feet: 1" = 60'-0"0'30'60'90'150'01OVERALL LANDSCAPE LAYOUTMAIL KIOSKPROPERTY LINEPROPERTY LINEPROPERTY LINEPROPERTY LINEMONUMENT SIGNDOGPARKL-2.0L-3.0 RETAIL22,450 SFELEC RISER ADA ADA ADA EL E C RIS E R AD A AD A ADA ELECRISERADAADAADARISERRISERADAADARISERADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELEC RISERADAADAADAELECRISERADAADAADA1221 (4) AWS(5) NCB(6) NCB(5) NCB(6) NCB(6) NCB(5) NCB(6) NCB(6) NCB(5) NCB(5) NCB(6) NCB(5) NCB(4) NCB(3) NCB(5) NCB(7) NCB(6) NCB(3) NCB(6) NCB(4) NCB(3) NCB(4) NCB(8) NCB(5) NCB(5) NCB(1) FFM(1) FFM(1) FFM(1) FFM(1) FFM(1) FFM(1) RSM(1) RSM(1) RSM(2) RVB(1) RVB(1) RVB(1) RVB(1) NHE(1) NHE(1) NHE(1) NPO(1) NPO(1) NPO(1) NPO(1) NPO(1) NPO(1) NPO(2) ASL(1) ASL(1) ASL(1) ASL(1) SWO(1) SWO(1) SWO(1) SWO(1) SWO(1) SWO(1) SWO(1) GSP(1) GSP(1) GSP(1) GSP(1) CTE(1) CTE(1) CTE(1) CTE(1) CTE(1) CTE(1) CTE(1) CTE(1) NAH(1) SSC(1) SSC(1) SSC(1) RSM(1) SSC(1) SSC(1) SSC(1) SSC(1) SSC(1) SSC(1) SSC(1) SSC(4) AWS(2) CAV(1) ABS(1) PFC(3) AWS(4) SWN(4) INH(3) SWN(4) AWS(2) CAV(4) PPR(5) NCB(3) SWN(4) AWS(2) CAV(4) PPR(1) PFC(3) AWS(1) ABS(1) SWN(1) RSM(3) NCB(1) SSC(8) CAV(4) NCB(4) INH(1) JLI(5) NCB(3) SWN(4) AWS(2) CAV(4) PPR(1) ABS(6) NCB(6) RES(1) JLI(5) NCB(6) CAV(5) AWS(4) NCB(5) INH(1) SSC(1) JLI(1) PFC(4) CAV(4) AWS(4) INH(1) SWN(4) PPR(1) ABS(3) SWN(4) AWS(3) SWN(4) AWS(1) ABS(1) ABS(1) PFC(2) CAV(4) PPR(1) PFC(1) SWN(6) NCB(4) INH(1) SWO(4) SWN(5) CAV(4) AWS(1) SWO(1) JLI(4) CAV(2) SWN(1) ABS(1) JLI(4) INH(3) SWN(4) PPR(1) PFC(1) PFC(1) ABS(2) CAV(1) ABS(4) AWS(3) SWN(1) ABS(2) PFC(1) JLI(1) PFC(4) CAV(2) SWN(4) NCB(4) INH(2) SWN(7) PPR(4) AWS(3) SWN(4) BCJ(1) ABS(1) ABS(4) CAV(2) SWN(4) INH(3) SWN(3) AWS(4) PPR(3) SWN(4) AWS(2) CAV(4) CAV(4) SWN(4) INH(1) ABS(3) SWN(3) AWS(4) PPR(1) CAV(4) AWS(3) SWN(1) PFC(1) NAH(4) SWN(4) CAV(4) INH(3) SWN(3) AWS(4) PPR(2) CAV(4) INH(3) AWS(1) SSC(2) SWN(3) CAV(1) JLI(4) INH(4) SWN(4) CAV(1) JLI(1) ABS(1) NPO(4) INH(2) CAV(4) AWS(4) CAV(1) ABS(6) NCB(3) RES(3) CAV(4) PPR(2) AWS(4) AWS(3) SWN(1) NAH(1) RSM(1) RSM(1) CTE(1) GSP(1) GSP(1) NHE(1) NHE(1) FFM(1) NHE(1) NHEPROPERTY LINEPROTECT EXISTING TREES (TYP)PROTECT EXISTING TREES (TYP)(1) RVB(6) NCBPROPERTY LINEPROPERTY LINEPROPERTY LINE(3) CAV(4) PPR(5) PPR(1) JLI(4) NCB(2) RES(3) RES(5) NCB(3) RES(5) NCBESCHELON AT AMBER FIELDS PUD AMENDMENT, PRELIMINARY AND FINAL PLAT SUBMITTALI hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed LandscapeArchitect under the laws of the State of Minnesota.Date:License. No.:06/30/2022Signature:Typed/Printed Name:Nicholas Allen Smith58422L-2.0LANDSCAPE PLAN - VIEW ABLDG #6BLDG #7BLDG #8BLDG #9BLDG #10BLDG #11BLDG #12BLDG #13BLDG #14BLDG #15BLDG #24DOGPARKMAINTENANCECOMPACTOROPENSPACE148TH ST. W.RESANTHONY WATERER SPIREASPIREA X BULMADA 'ANTHONY WATERER'LOW/SPREADING SHRUBSPERENNIALSWCWALKER'S LOW CATMINTHEMERCALLIS 'HAPPY RETURNS'ORNAMENTAL GRASSESCAROUSEL LITTLE BLUESTEMSCHIZACHYRIUM SCOPARIUM 'CAROUSEL'CLBHEAVY METAL SWITCHGRASSPANICUM VIRGATUM 'HEAVY METAL'HMSKARL FOERSTER GRASSCALAMAGROSTIS X ACUTIFOLIA 'KARL FOERSTER'KFGPRAIRIE DROPSEEDSPOROBOLUS HETEROLEPISPRDHDPINK BOMB SEDUMSEDUM SPECTABILE 'PINK BOMB'PSBLUE FLAG IRISIRIS VERSICOLORBIAPRICOT SPARKLES DAYLILYHEMEROCALLIS 'APRICOT SPARKLES'ADGOLDSTRUM RUDBECKIASALVIA NEMEROSA 'MAY NIGHT'GRHAPPY RETURNS DAYLILYNEPETA FAASSENII 'WALKER'S LOW'CALGARY CARPET JUNIPERJUNIPERUS SABINA 'CALGARY CARPET'CCJBLUE CHIP JUNIPERJUNIPERUS HORIZONTALIS 'BLUE CHIP'BCJGRO-LOW SUMACRHUS AROMATICA 'GRO-LOW'GLSAWSSUMMER WINE NINEBARKPHYSOCARPUS OPULIFOLIUS 'SEWARD'SWNPURPLE PAVEMENT ROSEROSA RUGOSA 'PURPLE PAVEMENT'PPRCOMPACT AMERICAN VIBURNUMVIBURNUM TRILOBUM 'BAILEY COMPACT'CAVINCREDIBALL HYDRANGEAHYDRANGEA ARBORESCENS 'ABETWO'INHNORTHERN CHARM BOXWOODBUXUS 'WILSON'NCBTECHNITO ARBORVITAETHUJA OCCIDENTALIS 'BAILJOHN'TEAREGENT SERVICEBERRYAMELANCHIER ANIFOLIA 'REGENT'TURF GRASSESKBSHIGHLAND TURF KENTUCKYBLUEGRASS SODSOLID SOD BY JIRIK SODFARM: 651-460-6555PRO-SEEDERHYDROSEEDPSHHYDROSEED BY RAMYTURF: 651-917-0939DECIDUOUS & EVERGREEN SHRUBS - PARKING LOT SCREENING:3' HT. EVERGREEN SHRUBS SPACED AT 36" O.C.PLANT LEGENDSYMBOLTAGCOMMON NAMEBOTANIC NAMERSMASLNHERVBGSPFFMSWORED SUNSETMAPLEAMERICAN SENTRYLINDENNEW HORIZON ELMRIVER BIRCHGREENSPIRELITTLELEAFLINDENFALL FIESTAMAPLESWAMP WHITE OAKACER RUBRUM'FRANKSRED'TILIA AMERICANA'MCKSENTRY'ULMUS CARPINIFOLIA'NEW HORIZON'BETULA NIGRATILIA CORDATA'GREENSPIRE'ACER SACCHARUM'BAILSTA' FALL FIESTAQUERCUS BICOLORSSCSPRING SNOWCRABAPPLEMALUS 'SPRING SNOW'ABSAUTUMN BRILLANCESERVICEBERRYAMELACHIER X GRANDIFLORAX 'AUTUMN BRILLANCE'PFCMALUS 'PRAIRIEFIRE'JLIIVORY SILKJAPANESE LILACSYRINGA RETICULATA'IVORY SILK'PRAIRIEFIREFLOWERING CRABCTECATHEDRAL ELMULMUS x 'CATHEDRAL'NAHNORTHERN ACCLAIMHONEYLOCUSTGLEDITSIA TRIACANTHOSVAR INTERMIS 'HARVE'RELOCATED STREET TREES, OVERSTORY DECIDUOUS TREES & NEWOVERSTORY DECIDUOUS TREESNEW UNDERSTORY ORNAMENTAL TREESNPONORTHERN PIN OAKQUERCUS ELLIPSOIDALISEXISTING TREES (PROTECT IN PLACE). REF.SHEET L001 FOR TREE PRESERVATION PLAN-REFERENCE SHEET L4.0 FOR COMPLETE LANDSCAPEPLANT SCHEDULE, NOTES, & TABULATIONS.REFERENCE SHEETS L5.0 & L6.0 FOR LANDSCAPEDETAILS.NOTES:1. UNLESS STATED OTHERWISE, ALL PLANTING BEDS (EXCLUDING TURF AREAS) SHALL BE 2" DEPTH HARDWOOD BARK MULCH.2. A COMPLETE IRRIGATION DRAWING AND DETAILS WILL BE PROVIDED WITH LATER PROJECT SUBMITTALS.NORTHScale In Feet: 1" = 40'-0"0'20'40'60'100'01PLANTING PLANMATCHLINE: SEE SHEET L3.0 ELECRISERADAADAADA ELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECADAADAADAELECADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADA(6) NCB(7) NCB(7) NCB(3) NCB(3) NCB(6) NCB(5) NCB(4) NCB(3) NCB(6) NCB(3) NCB(6) NCB(6) NCB(3) NCB(3) NCB(3) NCB(3) NCB(6) NCB(5) NCB(4) NCB(6) NCB(4) NCB(7) NCB(6) NCB(4) NCB(1) FFM(1) FFM(1) FFM(2) FFM(1) FFM(1) FFM(1) FFM(1) RSM(1) RSM(1) RSM(1) RSM(1) RSM(1) RSM(1) RVB(1) RVB(1) RVB(1) RVB(1) RVB(1) RVB(1) RVB(1) NHE(1) NHE(1) NHE(1) NHE(1) NHE(1) NPO(1) NPO(1) NPO(1) NPO(2) ASL(1) ASL(1) ASL(1) ASL(1) ASL(1) SWO(1) SWO(1) SWO(1) SWO(1) SWO(2) GSP(1) GSP(1) GSP(1) GSP(1) GSP(1) CTE(1) CTE(1) CTE(1) CTE(1) NAH(1) NAH(1) NAH(1) NAH(1) NAH(1) NAH(1) NAH(1) NAH(1) SSC(1) SSC(1) SSC(1) SSC(1) SSC(2) SSC(1) SSC(1) SSC(1) SSC(1) SSC(1) SSC(1) SSC(4) CAV(3) SWN(4) AWS(6) PPR(1) ABS(1) JLI(4) INH(4) CAV(1) JLI(1) AWS(2) CAV(4) BCJ(3) SWN(6) PPR(1) RES(6) NCB(1) ABS(8) AWS(4) CAV(4) INH(4) JLI(6) CCJ(2) PPR(4) KFG(12) PRD(4) KFG(3) PPR(3) AWS(3) CCJ(6) CCJ(3) AWS(1) ABS(2) PFC(4) BCJ(3) SWN(4) AWS(2) CAV(4) PPR(3) RES(1) PFC(2) JLI(2) PFC(1) SSC(1) JLI(2) PFC(4) SWN(7) INH(3) INH(3) AWS(1) PFC(6) PPR(1) ABS(4) AWS(3) AWS(1) PFC(4) BCJ(3) SWN(4) AWS(1) AWS(4) PPR(3) SWN(4) INH(6) CAV(5) PPR(3) SWN(1) JLI(3) SWN(4) INH(5) PPR(1) PFC(4) AWS(3) SWN(4) BCJ(3) SWN(5) PPR(6) SWN(4) INH(4) CAV(4) CAV(4) SWN(4) INH(2) SWN(5) CAV(3) SWN(7) PPR(6) AWS(1) ABS(3) SWN(2) CAV(3) AWS(4) INH(2) SWN(3) CAV(1) ABS(3) SWN(2) CAV(4) PPR(3) NCB(3) AWS(6) SWN(5) INH(3) NCB(2) SWN(4) PPR(1) ABS(1) NAH(4) INH(3) SWN(4) AWS(2) CAV(4) PPR(1) NHE(3) SWN(1) PFC(5) NCB(3) SWN(4) AWS(4) PPR(3) AWS(3) RES(4) INH(4) CAV(1) JLI(1) JLI(1) NAH(1) ABS(1) ABS(1) PFC(1) ASL(3) SWN(3) INH(6) PPR(6) NCB(4) NCB(7) INH(6) CAV(2) SWN(6) SWN(5) NCB(6) PPR(3) SWN(6) SWN(4) NCB(7) NCB(1) JLI(4) CAV(4) SWN(7) INH(6) NCB(2) ABS(1) NPO(1) JLI(1) JLI(1) RSM(1) RSM(1) FFM(1) ASL(1) ASL(1) ASLPROPERTY LINEPROTECT EXISTING TREES (TYP)(6) NCB(5) NCB(30) HD(4) AWS(4) AWS(6) INH(4) AWS(4) AWS(4) SWN(4) AWS(3) WC(4) AWS(4) AWS(5) BI(5) AWS(1) NPO(4) INHPROPERTY LINEPROPERTYLINE(1) NAH(1) NAHMONUMENTSIGN(3) BCJ(5) NCB(2) BCJMAIL KIOSK(1) ABS(3) PPR(4) SWN(5) PPR(3) SWN(1) SWN(3) NCB(6) NCB(4) INH(4) RES(2) CAV(6) RES(6) SWN(1) RES(3) SWN(2) SWN(3) AWS(4) NCBADA (1) JLI(6) RES(1) ABS(9) RES(4) PPR(4) AWS(5) AWS(5) SWN(3) PPR(7) NCB(5) AWSESCHELON AT AMBER FIELDS PUD AMENDMENT, PRELIMINARY AND FINAL PLAT SUBMITTALI hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed LandscapeArchitect under the laws of the State of Minnesota.Date:License. No.:06/30/2022Signature:Typed/Printed Name:Nicholas Allen Smith58422L-3.0LANDSCAPE PLAN - VIEW BBLDG #1BLDG #2BLDG #3BLDG #4BLDG #5BLDG #16BLDG #17BLDG #18BLDG #19BLDG #20BLDG #21BLDG #22BLDG #23BLDG #25CLUBHOUSEPOOL148TH ST. W.AKRON AVE MATCHLINE: SEE SHEET L2.0 RESANTHONY WATERER SPIREASPIREA X BULMADA 'ANTHONY WATERER'LOW/SPREADING SHRUBSPERENNIALSWCWALKER'S LOW CATMINTHEMERCALLIS 'HAPPY RETURNS'ORNAMENTAL GRASSESCAROUSEL LITTLE BLUESTEMSCHIZACHYRIUM SCOPARIUM 'CAROUSEL'CLBHEAVY METAL SWITCHGRASSPANICUM VIRGATUM 'HEAVY METAL'HMSKARL FOERSTER GRASSCALAMAGROSTIS X ACUTIFOLIA 'KARL FOERSTER'KFGPRAIRIE DROPSEEDSPOROBOLUS HETEROLEPISPRDHDPINK BOMB SEDUMSEDUM SPECTABILE 'PINK BOMB'PSBLUE FLAG IRISIRIS VERSICOLORBIAPRICOT SPARKLES DAYLILYHEMEROCALLIS 'APRICOT SPARKLES'ADGOLDSTRUM RUDBECKIASALVIA NEMEROSA 'MAY NIGHT'GRHAPPY RETURNS DAYLILYNEPETA FAASSENII 'WALKER'S LOW'CALGARY CARPET JUNIPERJUNIPERUS SABINA 'CALGARY CARPET'CCJBLUE CHIP JUNIPERJUNIPERUS HORIZONTALIS 'BLUE CHIP'BCJGRO-LOW SUMACRHUS AROMATICA 'GRO-LOW'GLSAWSSUMMER WINE NINEBARKPHYSOCARPUS OPULIFOLIUS 'SEWARD'SWNPURPLE PAVEMENT ROSEROSA RUGOSA 'PURPLE PAVEMENT'PPRCOMPACT AMERICAN VIBURNUMVIBURNUM TRILOBUM 'BAILEY COMPACT'CAVINCREDIBALL HYDRANGEAHYDRANGEA ARBORESCENS 'ABETWO'INHNORTHERN CHARM BOXWOODBUXUS 'WILSON'NCBTECHNITO ARBORVITAETHUJA OCCIDENTALIS 'BAILJOHN'TEAREGENT SERVICEBERRYAMELANCHIER ANIFOLIA 'REGENT'TURF GRASSESKBSHIGHLAND TURF KENTUCKYBLUEGRASS SODSOLID SOD BY JIRIK SODFARM: 651-460-6555PRO-SEEDERHYDROSEEDPSHHYDROSEED BY RAMYTURF: 651-917-0939DECIDUOUS & EVERGREEN SHRUBS - PARKING LOT SCREENING:3' HT. EVERGREEN SHRUBS SPACED AT 36" O.C.PLANT LEGENDSYMBOLTAGCOMMON NAMEBOTANIC NAMERSMASLNHERVBGSPFFMSWORED SUNSETMAPLEAMERICAN SENTRYLINDENNEW HORIZON ELMRIVER BIRCHGREENSPIRELITTLELEAFLINDENFALL FIESTAMAPLESWAMP WHITE OAKACER RUBRUM'FRANKSRED'TILIA AMERICANA'MCKSENTRY'ULMUS CARPINIFOLIA'NEW HORIZON'BETULA NIGRATILIA CORDATA'GREENSPIRE'ACER SACCHARUM'BAILSTA' FALL FIESTAQUERCUS BICOLORSSCSPRING SNOWCRABAPPLEMALUS 'SPRING SNOW'ABSAUTUMN BRILLANCESERVICEBERRYAMELACHIER X GRANDIFLORAX 'AUTUMN BRILLANCE'PFCMALUS 'PRAIRIEFIRE'JLIIVORY SILKJAPANESE LILACSYRINGA RETICULATA'IVORY SILK'PRAIRIEFIREFLOWERING CRABCTECATHEDRAL ELMULMUS x 'CATHEDRAL'NAHNORTHERN ACCLAIMHONEYLOCUSTGLEDITSIA TRIACANTHOSVAR INTERMIS 'HARVE'RELOCATED STREET TREES, OVERSTORY DECIDUOUS TREES & NEWOVERSTORY DECIDUOUS TREESNEW UNDERSTORY ORNAMENTAL TREESNPONORTHERN PIN OAKQUERCUS ELLIPSOIDALISEXISTING TREES (PROTECT IN PLACE). REF.SHEET L001 FOR TREE PRESERVATION PLAN-REFERENCE SHEET L4.0 FOR COMPLETE LANDSCAPEPLANT SCHEDULE, NOTES, & TABULATIONS.REFERENCE SHEETS L5.0 & L6.0 FOR LANDSCAPEDETAILS.NOTES:1. UNLESS STATED OTHERWISE, ALL PLANTING BEDS (EXCLUDING TURF AREAS) SHALL BE 2" DEPTH HARDWOOD BARK MULCH.2. A COMPLETE IRRIGATION DRAWING AND DETAILS WILL BE PROVIDED WITH LATER PROJECT SUBMITTALS.NORTHScale In Feet: 1" = 40'-0"0'20'40'60'100'01PLANTING PLANNORTHScale In Feet: 1" = 20'-0"0'10'20'30'50'02LANDSCAPE ENLARGEMENTSEE ENLARGEMENTTHIS SHEETCLUBHOUSEPOOL ESCHELON AT AMBER FIELDS PUD AMENDMENT, PRELIMINARY AND FINAL PLAT SUBMITTALI hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed LandscapeArchitect under the laws of the State of Minnesota.Date:License. No.:06/30/2022Signature:Typed/Printed Name:Nicholas Allen Smith58422L-4.0PLANT SCHEDULE, NOTES, & TABULATIONS PLANT SCHEDULESYMBOLTAGQTY.COMMON NAMEBOTANIC NAMESIZEHEIGHT(MATURE)WIDTH(MATURE)HYDRO-ZONENOTESNEW OVERSTORY DECIDUOUS TREESFFMFALL FIESTA MAPLEACER SACCHARUM 'BAILSTA' FALL FIESTA2 1/2" CAL.60'50'M-HBALLED & BURLAPPED,MATCHINGNEW UNDERSTORY ORNAMENTAL TREESPFCPRAIRIEFIRE FLOWERING CRABMALUS 'PRAIRIEFIRE'25'20'MB&B, MULTI-STEMSSCSPRING SNOW CRABAPPLEAMELACHIER X GRANDIFLORAX 'AUTUMN BRILLANCE'30'20'MB & B, SINGLE TRUNKJLISYRINGA RETICULATA 'IVORY SILK'30'20'MABSAUTUMN BRILLIANCE SERVICEBERRY25'20'MIVORY SILK JAPANESE LILACDECIDUOUS & EVERGREEN SHRUBS - PARKING LOT SCREENING: 3' HT. EVERGREEN SHRUBS SPACED AT 36" O.C.LOW/SPREADING SHRUBSPERENNIALSORNAMENTAL GRASSESKFGKARL FOERSTER GRASS1 GAL.4'2.5'L-MCALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER'HMSCAROUSEL LITTLE BLUESTEM1 GAL.3'3'L-MSCHIZACHYRIUM SCOPARIUM 'CAROUSEL'CLBPRAIRIE DROPSEED1 GAL.3'2.5'L-MSPOROBOLUS HETEROLEPISPRD1 GAL.2'2'L-MSUBTOTAL20HEAVY METAL SWITCHGRASSPANICUM VIRGATUM 'HEAVY METAL'CALAGARY CARPET JUNIPERJUNIPERUS SABINA 'CALGARY CARPET'CCJBLUE CHIP JUNIPER1'6'L-MJUNIPERUS HORIZONTALIS 'BLUE CHIP'BCJ1'3'L-MSUBTOTAL323 GAL.3 GAL.COMPACT AMERICAN VIBURNUMVIBURNUM TRILOBUM 'BAILEY COMPACT'CAVSUMMER WINE NINEBARK6'6'L-MPHYSOCARPUS OPULIFOLIUS 'SEWARD'SWNREGENT SERVICEBERRY6'6'L-MAMELANCHIER ALNIFOLIA 'REGENT'RESINCREDIBALL HYDRANGEA6'8'MHYDRANGEA ARBORESCENS 'ABETWO'INH5'5'MNORTHERN CHARM BOXWOODBUXUS 'WILSON'NCB3'3'MANTHONY WATERER SPIREASPIREA X BUMALDA 'ANTHONY WATERER'AWSPURPLE PAVEMENT ROSE5'5'MROSA RUGOSA 'PURPLE PAVEMENT'PPR4'4'MSUBTOTAL1,2485 GAL.5 GAL.5 GAL.5 GAL.5 GAL.5 GAL.5 GAL.MATCHING, CONT. FULLB&B, MULTI-STEMB&B, MULTI-STEMMALUS 'SPRING SNOW'2 1/2" CAL.MATCHING, CONT. FULLTURF GRASSESKBSHIGHLAND TURF KENTUCKY BLUEGRASS SODSOLID SODSOLID SOD BY JIRIK SOD FARM: 651-460-655523,310 SQ. FT.PSHPRO-SEEDER COMMERCIAL SUN & SHADE HYDROSEEDHYDROSEEDHYDROSEED BY RAMY TURF: 651-917-0939186,724 SQ. FT.SUBTOTAL210,034 SQ. FT.GRO-LOW SUMACRHUS AROMATICA 'GRO-LOW'GLS2'6'L-M3 GAL.151700HAPPY RETURNS DAYLILYHEMEROCALLIS 'HAPPY RETURNS'HD1.5'2'M18" O.C., CONTAINER FULL1 GAL.00812MATCHING, CONTAINER FULLMATCHING, CONTAINER FULLMATCHING, CONTAINER FULLMATCHING, CONTAINER FULL39312614521716850149SUBTOTAL10528SUBTOTAL145RSMRED SUNSET MAPLEACER RUBRUM 'FRANKSRED'2 1/2" CAL.40'50'M-HBALLED & BURLAPPED,MATCHINGRVBRIVER BIRCHBETULA NIGRA2 1/2" CAL.60'50'M-HBALLED & BURLAPPED,MATCHINGNHENEW HORIZON ELMULMUS CARPINIFOLIA 'NEW HORIZON'2 1/2" CAL.40'25'M-HBALLED & BURLAPPED,MATCHINGNPONORTHERN PIN OAKQUERCUS ELLIPSOIDALIS2 1/2" CAL.60'50'M-HBALLED & BURLAPPED,MATCHINGASLAMERICAN SENTRY LINDENTILIA AMERICANA'MCKSENTRY'2 1/2" CAL.45'30'M-HBALLED & BURLAPPED,MATCHINGSWOSWAMP WHITE OAKQUERCUS BICOLOR2 1/2" CAL.M-HBALLED & BURLAPPED,MATCHINGGSP16GREENSPIRE LITTLELEAFLINDENTILIA CORDATA'GREENSPIRE'2 1/2" CAL.60'50'M-HBALLED & BURLAPPED,MATCHINGCTECATHEDRAL ELMULMUS x 'CATHEDRAL'2 1/2" CAL.50'50'M-HBALLED & BURLAPPED,MATCHINGNAHNORTHERN ACCLAIMHONEYLOCUSTGLEDITSIA TRIACANTHOS VAR. INERMIS'HARVE'2 1/2" CAL.50'35'M-HBALLED & BURLAPPED,MATCHING60'50'2 1/2" CAL.2 1/2" CAL.2 1/2" CAL.MATCHING, CONT. FULLMATCHING, CONT. FULLMATCHING, CONT. FULLMATCHING, CONT. FULLMATCHING, CONT. FULLMATCHING, CONT. FULLMATCHING, CONT. FULLMATCHING, CONT. FULLLANDSCAPE TABULATIONS:STREET PLANTINGS-GROUNDCOVER PLANTINGS ENCOURAGED IN RESIDENTIAL AREAS BETWEEN CURB AND PUBLIC SIDEWALKS-PLANT MATERIALS, FENCING, OR LANDSCAPE IMPROVEMENTS GREATER THAN 18" IN HEIGHT SHOULD NOT BE PERMITTEDWITHIN SIGHT LINES FOR ANY INTERSECTION.-ARTIFICIAL PLANT MATERIALS MAY NOT BE USED.-SCREEN DEVELOPMENT AND TRAILS FROM WILDLIFE CORRIDORSENERGY CONSERVATION & SUSTAINABILITY-UTILIZE NATIVE OR NATURALIZED PLANTS APPROPRIATE FOR HARDINESS ZONE.-IRRIGATION SHALL BE PROVIDED THAT CONSERVES WATER, YET PROMOTES PLANT GROWTH.--UTILIZE DROP OR OTHER LOW-VOLUME SYSTEMS CONTROLLED BY AUTOMATIC COMPUTERIZED CLOCKS, LINKED TORAIN AND MOISTURE SENSORS.--SPRAY HEADS MUST AVOID OVER-SPRAY TO NON-PERVIOUS AREAS INCLUDING SIDEWALKS, DRIVEWAYS, PARKINGAREAS AND STREETS.LANDSCAPE GUIDELINES-PROMOTE AN INDIGENOUS LANDSCAPE IMAGE, UTILIZING NATIVE LANDSCAPE MATERIALS-USE OF GRAVEL, ROCK, CRUSHED STONE, OR MULCHES MUST BE LIMITED TO AREAS BELOW SHRUB MASSES.-PLANT MATERIALS SHALL MEET MINIMUM STANDARDS ESTABLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMENDECIDUOUS SHADE TREEDECIDUOUS ORNAMENTALCONIFEROUS EVERGREENSHRUBSGROUNDCOVERNATIVE GRASSTURF2.5" CAL2.5" CAL8' TALL# 5 CONT4" POTSSEEDSODMINIMUM PLANTING STANDARDS:1. OVERSTORY TREES; MINIMUM PLANTING SIZE:A.DECIDUOUS TREES: 2.0-2.5 INCHES AS MEASURED SIX INCHES (6")ABOVEGROUND.B.CONIFEROUS TREES: SIX FEET (6') IN HEIGHT.2. FOUNDATION PLANTINGS; MINIMUM PLANTING SIZE: CONIFEROUS ANDDECIDUOUS SHRUBS SHALL BE PLANTED A MINIMUM OF ONE-THIRD (1/3) THEMATURE SPREAD AND HEIGHT OF TYPICAL GROWTH HABITS.3. PLANTING MATERIALS: ALL PLANTING MATERIALS USED IN SITEDEVELOPMENTS SHALL BE INDIGENOUS TO THE APPROPRIATE HARDINESS ZONEAND PHYSICAL CHARACTERISTICS OF THE SITE.4. BOULEVARD TREES: ALL BOULEVARD TREES PROPOSED TO SATISFY THEMINIMUM REQUIREMENTS SHALL BE LONG LIVED HARDWOOD SPECIES ANDGUARANTEED FOR NO LESS THAN ONE FULL GROWING SEASON FROMCOMPLETION OF SITE PLANTING.5. PERCENTAGE OF DECIDUOUS TREES: IN MEETING THE OVERSTORY TREEREQUIREMENTS AT LEAST SEVENTY FIVE PERCENT (75%) OF THE TOTAL STOCKSHALL BE DECIDUOUS TREES. ALL BOULEVARD TREES SHALL BE OF SHADE ORFLOWERING TREE TYPES.6. SHADE TREES: WHEN ENTIRE STREETS OR BLOCKS ARE PROPOSED FORDEVELOPMENT, SHADE TREE SPECIES MUST BE DIVERSIFIED SO AS EACH SIDEOF A CITY BLOCK WOULD CONTAIN AT LEAST THREE (3) DIFFERENT VARIETIES OFTREE GENERA WITH AT LEAST TWO (2) DIFFERENT SPECIES (IF SAME GENUSUSED MORE THAN ONCE).7. MATERIALS IN HEALTHY CONDITION: ALL PLANTING MATERIALS SHALL BEDISEASE FREE AND ABLE TO SURVIVE IN ASSIGNED LOCATIONS IN A HEALTHYCONDITION WITH THE BENEFIT OF ONLY MINOR MAINTENANCE.8. STANDARDS: ALL STOCK TO BE PLANTED (SHADE AND FLOWERING TREES,DECIDUOUS SHRUBS, CONIFEROUS EVERGREENS, BROAD LEAF EVERGREENS,ROSES, VINES AND GROUND COVERS AND FRUIT TREES) MUST FOLLOW THESTANDARDS SET FORTH BY THE "AMERICAN STANDARDS FOR NURSERY STOCK"AS ADOPTED BY THE AMERICAN ASSOCIATION OF NURSERYMEN.9. GRADE: FINAL GRADES IN ALL DEVELOPMENTS SHALL NOT EXCEED ATHREE TO ONE (3:1) RATIO UNLESS PLANS FOR RETAINING WALLS, TERRACES ORSIMILAR CONTROLS HAVE BEEN APPROVED BY THE CITY.10. SCREENING: WHERE NATURAL MATERIALS SUCH AS TREES OR HEDGESARE APPROVED IN LIEU OF REQUIRED SCREENING BY MEANS OF WALLS ORFENCES, THE DENSITY AND SPECIES OF SUCH PLANTINGS SHALL BE SUCH TOACHIEVE NINETY PERCENT (90%) OPACITY YEAR ROUND. CONIFERS USED FORSCREENING MUST MEET OVERSTORY PLANTING REQUIREMENTS.11. CREDIT FOR EXISTING TREES: CREDIT FOR THE RETENTION OF EXISTINGTREES WHICH ARE OF ACCEPTABLE SPECIES, SIZE AND LOCATION MAY BE GIVENTO SATISFY THE MINIMUM NUMBER OF REQUIREMENTS SET FORTH IN THISCHAPTER. (ORD. B, 9-19-1989)12. EXCEPTION: THE REQUIRED PLANTINGS MAY BE WAIVED BY THE CITYCOUNCIL UPON ISSUANCE OF AN INTERIM USE PERMIT (IUP) FOR TEMPORARYBUILDINGS IN THE GENERAL INDUSTRIAL DISTRICT. (ORD. B-144, 11-19-2004)A.SPECIAL PLANTING CONDITIONS: PLANT MATERIALS WITHIN LANDSCAPE SHALL BE COMPATIBLE WITH PLANNED SITE USE. AS A RESULT, TREES AND SHRUBS (EXCEPT LOW CREEPING SHRUBS) SHALL NOT BE PLANTED:·UNDER EXISTING OR PLANNED UTILITY LINES WHEN THE MATURE HEIGHTAND SPREAD OF THE PLANTING MAY CONFLICT WITH UTILITY LINES.·OVER EXISTING OR PLANNED UTILITY LINES SO THAT UPON PLANTMATURITY THE ROOT SYSTEM CONFLICTS WITH THE UTILITY LINES.·SO THAT UPON MATURE HEIGHT AND WIDTH OF PLANT GROWTH ITS FORMCONFLICTS WITH LOCAL VEHICULAR OR PEDESTRIAN TRAFFIC.·SO THAT UPON MATURE HEIGHT AND WIDTH OF THE PLANT ITS GROWTHHABITS WOULD CONFLICT WITH ANY PUBLIC SERVICE OR SAFETY DEVICESUCH AS STOP SIGNS, TRAFFIC LIGHTS, STREETLIGHTS, ETC.·ANY CLOSER THAN FIFTEEN FEET (15') FROM ANY FIREPLUG.·ANY CLOSER THAN THIRTY FEET (30') FROM ANY INTERSECTION,MEASURED BACK FROM CURB LINE. (ORD. B, 9-19-1989)E. TREE PRESERVATION:1. FINDINGS AND PURPOSE STATEMENT: THE CITY COUNCIL FINDS IT IS INTHE BEST INTEREST OF THE CITY TO PROTECT, PRESERVE, AND ENHANCE THENATURAL ENVIRONMENT OF THE COMMUNITY AND TO ENCOURAGE ARESOURCEFUL AND PRUDENT APPROACH TO THE DEVELOPMENT ANDALTERATION OF WOODED AREAS. IN THE INTEREST OF ACHIEVING THESEOBJECTIVES, THE CITY HAS ESTABLISHED THE COMPREHENSIVE TREEPRESERVATION REGULATIONS HEREIN TO PROMOTE THE FURTHERANCE OF THEFOLLOWING:a.PROTECTION AND PRESERVATION OF THE ENVIRONMENT AND NATURALBEAUTY OF THE CITY;b.ASSURANCE OF ORDERLY DEVELOPMENT WITHIN WOODED AREAS TOMINIMIZE TREE AND HABITAT LOSS;c.EVALUATION OF THE IMPACTS TO TREES AND WOODED AREAS RESULTINGFROM DEVELOPMENT;d.ESTABLISHMENT OF MINIMAL STANDARDS FOR TREE PRESERVATION ANDTHE MITIGATION OF ENVIRONMENTAL IMPACTS RESULTING FROM TREEREMOVAL;e.PROVISION OF INCENTIVES FOR CREATIVE LAND USE ANDENVIRONMENTALLY COMPATIBLE SITE DESIGN WHICH PRESERVES TREESAND MINIMIZES TREE REMOVAL AND CLEAR CUTTING DURINGDEVELOPMENT; ANDf.ENFORCEMENT OF TREE PRESERVATION STANDARDS TO PROMOTE ANDPROTECT THE PUBLIC HEALTH, SAFETY AND WELFARE OF THE COMMUNITY.CITY OF ROSEMOUNT 11-6-3 LANDSCAPE REQUIREMENTSR-3 ZONING ORDINANCESREQUIRED: 1 TREE PER OPEN SPACE UNIT EXPOSURE (ASSUMED ONE TREE PER RESIDENCE)RESIDENCES: 250 / PROVIDED: 250 TOTAL TREESFOUNDATIONAL PLANTINGSREQUIRED: 1 FOUNDATIONAL PLANTING PER 10 LINEAR FEET OF BUILDING PERIMETERMINIMUM PLANTING SIZE: CONIFEROUS AND DECIDUOUS SHRUBS SHALL BE PLANTED A MINIMUM OF ONE-THIRD (1/3) THE MATURE SPREAD AND HEIGHT OF TYPICAL GROWTH HABITS.BUILDING PERIMETER: (~480 LN FT EACH) / CLUBHOUSE: 370 LN FT ACCESSORY: 210 LN FTTOTAL PERIMETER: 12,580 LN FT TOTALREQUIRED (12,580 LN FT TOTAL BUILDING PERIMETER): 1,258 PLANTINGSPROVIDED: 1,280 SHRUBS / 20 GRASSES / 0 PERENNIALSSHADE TREESREQUIRED: WHEN ENTIRE STREETS OR BLOCKS ARE PROPOSED FOR DEVELOPMENT, SHADE TREE SPECIES MUST BE DIVERSIFIED SO AS EACH SIDE OF A CITY BLOCK WOULD CONTAIN AT LEAST THREE (3) DIFFERENT VARIETIES OF TREE GENERA WITH AT LEAST TWO (2) DIFFERENT SPECIES (IF SAME GENUS USED MORE THAN ONCE).SCREENINGREQUIRED: WHERE NATURAL MATERIALS SUCH AS TREES OR HEDGES ARE APPROVED IN LIEU OF REQUIRED SCREENING BY MEANS OF WALLS ORFENCES, THE DENSITY AND SPECIES OF SUCH PLANTINGS SHALL BE SUCH TO ACHIEVE NINETY PERCENT (90%) OPACITY YEAR ROUND. CONIFERS USED FOR SCREENING MUST MEET OVERSTORY PLANTINGREQUIREMENTS.PROVIDED: N/ACREDIT FOR EXISTING TREESREQUIRED: CREDIT FOR THE RETENTION OF EXISTING TREES WHICH ARE OF ACCEPTABLE SPECIES, SIZE AND LOCATION MAY BE GIVEN TO SATISFYTHE MINIMUM NUMBER OF REQUIREMENTS SET FORTH IN THIS CHAPTER. (ORD. B, 9-19-1989)PROVIDED: NO EXISTING ON-SITE TREES TO BE PRESERVED; SITE PREVIOUSLYUSED AS AG / FARM LAND; MINIMAL TREES ARE CURRENTLY ON-SITE.141515141415151413282326UMORE PARK DESIGN GUIDELINES:SUBTOTAL58 1L-5.0NTSSECTIONFRUIT TREE PLANTINGNOTES:1.ALL TREES ARE TO BE NURSERYGROWN. ALL TREES TO BE BARE ROOTAS SPECIFIED IN SCHEDULE.2.INSTALL BARE PLANT ROOTS ON TOP OFSOIL CONE.3.ROOT CROWN SHALL BE 1" ABOVEFINISHED GRADE.4.SET TREE IN VERTICAL POSITION PRIORTO STAKING.5.DO NOT OVER TIGHTEN ARBOR TIES.6.ALL STAKING TO BE REMOVED AFTERONE YEAR.7.REMOVE EXCESS SOIL FROM SITE ANDDISPOSE OF IN A LEGAL MANNER.8.RESEED UNMULCHED, DISTURBEDAREAS.9.DO NOT COVER ROOT CROWN WITHMULCH.DEEPROOT ARBORTIEDO NOT OVER TIGHTEN,ALLOW TRUNK TO SWAYAPPROX. 1" EITHER SIDEROOT CROWN TO BE AT OR1" ABOVE FINISH GRADEREMOVE EXCESS SOIL FROM ROOT CROWNDO NOT COVER ROOT CROWN WITH MULCH4" HIGH / 6" WIDE MAXIMUMSOIL BERM8' STEEL TEE POSTS, 2 PER TREERAISE PIT BOTTOM TO SET ROOTCROWN AT THE CORRECT HEIGHT.FIRM SOIL UNDER TREE ROOTSAPPROX. 18"PLANTING MIX. AMENDOR REPLACE NATIVESOIL TO ACHIEVE AFRIABLE LOAM MIX.AMEND WITH LEAFMOLD, SAND, GRASSCLIPPINGS, OR OTHERAMENDMENTS FROMSOIL AMENDMENTSDETAIL, THIS SET.EXISTING GRADE3" LAYER OFDOUBLE SHREDDEDHARDWOOD MULCH6"MIN.PLAN8' STEEL TEE POSTSDEEPROOT ARBORTIESAUCER BERMPREPARED PLANTING MIXMIN. LIMIT OF MULCHLIMIT OF PLANTING HOLENTSSECTIONEVERGREEN TREE PLANTINGNOTES:1.ALL TREES ARE TO BE NURSERYGROWN. ALL TREES TO BE BALL ANDBURLAP (B&B) OR CONTAINER GROWNAS SPECIFIED IN SCHEDULE.2.COMPLETELY REMOVE ALL TREATED ORPLASTIC-COATED BURLAP, CONTAINERS,STRAPPING WIRE, OR NYLON TWINEFROM ROOTBALL PRIOR TO PLANTING.3.INSTALL TOP OF PLANT BALL EVEN WITHOR 1" ABOVE EXISTING GRADE.4.SOAK ROOT BALL AND PLANT PITIMMEDIATELY AFTER INSTALLATION.5.SET TREE IN VERTICAL POSITION PRIORTO STAKING.6.ALL STAKING TO BE REMOVED AFTERONE YEAR.7.REMOVE EXCESS SOIL FROM SITE ANDDISPOSE OF IN A LEGAL MANNER.8.RESEED UNMULCHED, DISTURBEDAREAS.9.DO NOT COVER ROOT CROWN.6" MIN.PLANDEEPROOT ARBORTIESAUCER BERMPREPARED PLANTING MIXLIMIT OF ROOT BALLMIN. LIMIT OF MULCHLIMIT OF PLANTING HOLEDEEPROOT ARBORTIEROOT CROWN TO BE AT OR1" ABOVE FINISH GRADEREMOVE EXCESS SOIL FROM ROOT CROWNDO NOT COVER ROOT CROWN WITH MULCH4" HIGH / 6" WIDE MAXIMUMSOIL BERM OUTSIDE OF ROOTBALL8' STEEL TEE POST.LOCATE ON SIDE OF PREVAILING WIND.3" LAYER OF DOUBLE SHREDDED HARDWOOD MULCHSOIL AMENDMENTSREFER TO DETAIL AND NOTESREMOVE TOP 1/3 OF BURLAP AND ANY NAILS/PINS, ETC.REMOVE TOP 1/3 OF WIRE BASKET WHERE PRESENTRAISE PIT BOTTOM TO SET ROOTCROWN AT THE CORRECT HEIGHT.FIRM SOIL UNDER ROOT BALL.ROOTBALL DIA.12"8' STEEL TEE POSTSPREVA I L INGWIND2L-5.045°3" MIN.5'-7"4X ROOT BALL DIALIMITS OF DISTURBANCENOTES:1.ALL TREES ARE TO BE NURSERYGROWN. ALL TREES TO BE BALL ANDBURLAP (B&B) OR CONTAINER GROWNAS SPECIFIED IN SCHEDULE.2.COMPLETELY REMOVE ALL TREATED ORPLASTIC-COATED BURLAP,CONTAINERS, STRAPPING WIRE, ORNYLON TWINE FROM ROOTBALL PRIORTO PLANTING.3.INSTALL TOP OF PLANT BALL EVEN WITHOR 1" ABOVE EXISTING GRADE.4.SOAK ROOT BALL AND PLANT PITIMMEDIATELY AFTER INSTALLATION.5.SET TREE IN VERTICAL POSITION PRIORTO STAKING.6.ALL STAKING TO BE REMOVED AFTERONE YEAR.7.REMOVE EXCESS SOIL FROM SITE ANDDISPOSE OF IN A LEGAL MANNER.8.RESEED UNMULCHED, DISTURBEDAREAS.9.DO NOT COVER ROOT CROWN.NTSSECTIONTREE PLANTING ON SLOPE8' STEEL TEE POSTS, 3 PER TREEDEEPROOT ARBORTIE3" LAYER OF DOUBLE SHREDDED HARDWOOD MULCHSOIL AMENDMENTS, REFER TO DETAIL AND NOTESROOT CROWN TO BE AT OR 1" ABOVE FINISH GRADE REMOVE EXCESSSOIL FROM ROOT CROWN DO NOT COVER ROOT CROWN WITH MULCH4" HIGH / 6" WIDE MAXIMUM SOIL BERM OUTSIDE OF ROOTBALLCOMPACTED MOUND TO PREVENT TREE SETTLING (6" MIN HEIGHT)EXISTING GRADE3:1 MAXIMUM GRASSED SLOPE3L-5.0NTSSECTIONTREE PIT SUMPTREE PLANTING,TYP., REFER TODETAILS THIS SHEET4-INCH PERFORATED PIPE FORPUMP AND INSPECTION, WRAPWITH SOIL SEPARATORFABRIC AND DAYLIGHT ATFINISHED GRADEONE-FOOT DEEP SUMPTRENCH FILLED WITH 3/4"WASHED GRAVELSOIL SEPARATOR FABRIC5L-5.0NTSSECTIONROOT BARRIER2'-0"FINISH GRADE3" LAYER OF DOUBLEDHAMMERED HARDWOODMULCHNOTES:1.TREES / TREE WELLS SHALL NOTCONFLICT WITH EXISTING OR PROPOSEDWATER OR WASTEWATER LINES ORAPPURTENANCES AND SHALL NOT BEINSTALLED WITHIN A MINIMUMHORIZONTAL DISTANCE OF FOUR FEET (4')FROM THE OUTSIDE EDGE OF ANY PUBLICOR PRIVATE UTILITY LINE ORAPPURTENANCE TO THE OUTSIDE EDGEOF THE TREE.2.ALL TREES INSTALLED WITHIN AHORIZONTAL SEPARATION DISTANCE OFEIGHT FEET (8') MAXIMUM TO FOUR FEET(4') MINIMUM FROM EXISTING ORPROPOSED WATER OR WASTEWATERAPPURTENANCES, SHALL INCLUDE DEEPROOT UB 36-2 ROOT BARRIER, ORAPPROVED EQUAL, TO BE INSTALLEDVERTICALLY, 36" FROM FINISHED GRADE, 2'FROM THE OUTER DIAMETER OF THEUTILITY PIPE / APPURTENANCE, AND 6' TO2' FROM THE OUTSIDE EDGE OF THE TREE.ORNAMENTAL SIZETREES, REFER TOPLANTING PLAN2'-0"DEEP ROOT (TM) ROOT BARRIER UB 36-2 VERTICALRIBS ON BARRIER MUST FACE TREE.EXISTING OR PROPOSED UTILITY4'-0" MIN.REFER TO SITE PLAN FOR ADJACENT PAVINGEXISTING SUBGRADE3'-0"4L-5.0PLANTING NOTES:1.ALL QUANTITIES L ISTED IN THE DRAWINGS ARE FOR INFORMATION ONLY. IT IS THE CONTRACTOR'S RESPONSIB IL ITY TO VERIFYALL QUANTITIES AND TO PROVIDE ALL MATERIALS NECESSARY FOR FULL COVERAGE IN ALL PLANT ING AREAS AS SPECIFIED ONTHE DRAW INGS. ANY D ISCREPANCY SHOULD BE REPORTED TO THE OWNER'S AUTHORIZED REPRESENTAT IVE (O .A.R.) ORLANDSCAPE ARCHITECT PRIOR BIDDING.2.THIS PLAN IS FOR PLANTING LOCATIONS ONLY AND ALL PLANT MATERIAL SHALL BE SPACED AND LOCATED PER PLAN.HOWEVER, CONTRACTOR SHALL SLIGHTLY ADJUST PLANT LOCATIONS IN THE F IELD AS NECESSARY TO BE CLEAR OF DRAINAGESWALES AND UTILITIES. IF FOUND CONDITIONS VARY FROM THIS PLAN, CONTRACTOR TO CONTACT O.A.R. OR LANDSCAPEARCHITECT FOR RESOLUT ION. FAILURE TO DO SO WILL RESULT IN CONTRACTOR'S LIABILITY TO RELOCATE AND/OR REPLACEPLANT MATERIALS .3.ALL PLANTS SHOULD BE IN ACCORDANCE WITH ANSI Z60.1 -2014, AMERICAN STANDARD FOR NURSERY STOCK PUBL ICATION,APPROVED APRIL 14, 2014.4.CALIPER SIZE OF CANOPY TREES ARE TO BE MEASURED PER ROSEMOUNT CITY CODE.5.ALL PLANT MATERIAL SHALL CONFORM TO THE S IZE SPECIFICATIONS (CALIPER, HEIGHT AND SPREAD) G IVEN IN THE PLANTSCHEDULE AND SHALL BE NURSERY GROWN UNLESS SPECIFIED OTHERWISE. FAILURE TO MEET MINIMUM SIZE ON ANY PLANTWILL RESULT IN REJECT ION OF THAT PLANT.6.ANY PLANT SUBSTITUTION SHALL BE APPROVED BY O.A.R . AND/OR LANDSCAPE ARCHITECT PR IOR TO PURCHASE.SUBSTITUTIONS OF PLANT MATERIAL ARE TO BE REQUESTED IN WRITING TO THE LANDSCAPE ARCHITECT AND APPROVED INWRITING BY THE OWNER'S AUTHORIZED AGENT PRIOR TO PURCHASE AND INSTALLATION . FAILURE TO OBTAIN SUBST ITUTIONAPPROVAL IN WRITING MAY RESULT IN LIABILITY TO THE CONTRACTOR7.SIZES L ISTED ARE MIN. AND REFER TO HEIGHT, UNLESS OTHERWISE SPECIFIED.8.LANDSCAPE CONTRACTOR SHALL STAKE OUT LOCATIONS OF ALL TREES TO BE PLANTED FOR REVIEW BY OWNER'SAUTHORIZED REPRESENTATIVE AND/OR LANDSCAPE ARCHITECT PRIOR TO INSTALLING. O .A.R. AND/OR LANDSCAPE ARCH ITECTRESERVES THE RIGHT TO ADJUST TREE LOCAT IONS IN THE FIELD AS NECESSARY.9.SHRUB/GROUNDCOVER BEDS SHALL BE STAKED FOR REVIEW BY O.A.R. AND/OR LANDSCAPE ARCHITECT PR IOR TOEXCAVATION AND OR BED PREPARATION.10.LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL UNDERGROUND UTILITIES. PIPES,STRUCTURES, AND LINE RUNS IN THE FIELD PRIOR TO THE INSTALLATION OF ANY PLANT MATERIAL.11.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ADVISE O .A.R. AND/OR LANDSCAPE ARCH ITECT OF ANY CONDITION FOUNDON THE SITE WHICH PROHIBITS INSTALLATION AS SHOWN ON THE DRAWINGS .12.LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR ALL COORDINATION WITH OTHER CONTRACTORS ON SITE AS REQUIRED TOACCOMPLISH ALL PLANTING OPERATIONS.13.ALL PLANT MATERIAL SHALL BE MAINTAINED IN A HEALTHY GROWING CONDITION AND MUST BE REPLACED WITH PLANT OFSAME VARIETY AND SIZE IF DAMAGED, DESTROYED, DEAD AND /OR REMOVED.14.LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR FINE GRADING AND REMOVAL OF DEBR IS PRIOR TO PLANTING IN ALLAREAS.15.FINAL FINISHED GRADING SHALL BE REVIEWED BY O .A.R. AND/OR LANDSCAPE ARCH ITECT. CONTRACTOR IS RESPONSIBLE FORANY ADDITIONAL TOPSOIL REQU IRED TO CREATE A SMOOTH CONDITION SUITABLE FOR PLANT ING.16.TREES OVERHANGING INTO THE PUBL IC R.O .W. SHALL HAVE A MINIMUM CLEAR TRUNK HEIGHT OF FOURTEEN(14) FEET OVERSTREETS, DRIVE A ISLES, ALLEYS AND FIRE LANES. TREES OVERHANG ING PR IVATE STREETS, WALKS, AND /OR PARKING LOTSSHALL HAVE A MINIMUM CLEAR TRUNK HEIGHT OF SEVEN (7) FEET.17.LANDSCAPE CONTRACTOR IS REQUIRED TO PERFORM A TREE PIT PERCOLATION TEST FOR EACH TREE P IT PRIOR TO INSTALLATION. IF TREE PIT DOES NOT DRA IN W ITHIN A 24-HOUR PER IOD, THE CONTRACTOR W ILL BE REQUIRED TO PROVIDE AGRAVEL SUMP, FILTER FABRIC AND STAND PIPE. ALL TREE PIT SUMPS SHALL BE INCLUDED IN IN THE CONTRACTOR'S BASE B IDAS A UNIT PRICE AND PROV IDE AS A DEDUCT ALTERNATE PER TREE PIT SUMPS NOT REQUIRED TO BE INSTALLED .18.LANDSCAPE CONTRACTOR IS RESPONSIBLE TO REVIEW SITE ENVIRONMENTAL CONDIT IONS PR IOR TO AND DUR ING INSTALLATION OF PLANT MATERIAL. ANY DISCREPANCIES OR CONCERNS BETWEEN THE ENVIRONMENTAL SITE CONDIT IONS(I.E., SOIL TYPE, WATER, CLIMATE , W IND, SUN EXPOSURE ETC.) AND THE PLANT MATERIAL SPECIFIED WITH IN THE DRAWINGSHALL BE BROUGHT TO THE ATTENTION OF O .A.R. AND/OR LANDSCAPE ARCH ITECT, AND SHALL BE DONE SO IN WRITING.CONTRACTOR SHALL PROVIDE SUGGESTED SOLUTIONS FOR ALTERNATIVE PLANT MATERIAL PROPOSED FOR SUBSTITUTION .THE GARRETT COMPANIES TO REVIEW CONDITIONS AND INFORMATION SUBMITTED BY CONTRACTOR AND WILL ISSUEDIRECTIVE. SHOULD PLANT MATERIAL D IE BECAUSE OF ENVIRONMENTAL CONDITIONS DESCRIBED ABOVE, THE LANDSCAPECONTRACTOR ASSUMES ALL WARRANTY AND GUARANTEE OF THE PLANT MATERIAL INSTALLED.19.ALL NEW PLANT ING AREAS SHALL HAVE A SOIL COMPOSITION CONSISTENT WITH SANDY LOAM TO LOAM SOIL PROPERTIES ANDACIDITY RANGE OF PH 5.5 TO 7.0. CONTRACTOR TO PROVIDE A SOIL TEST OF THE EXISTING SOIL AND E ITHER FULLY REPLACEOR AMEND THE EXISTING SOIL TO ACHIEVE THE SANDY LOAM TO LOAM SO IL PROPERTIES. CONTRACTOR TO SUBMIT SO IL TESTRESULTS TO O.A.R. AND/OR LANDSCAPE ARCHITECT FOR REVIEW . CONTRACTOR SHALL PROV IDE A SOIL AMENDMENT PLAN TOACHIEVE THE SOIL COMPOS IT ION DESCRIBED ABOVE.20.SOIL AMENDMENTS SHALL BE SELECTED FROM THE SOIL AMENDMENTS PROVIDED IN THE PLANTING DETAILS.21.AMENDED SOIL SHALL HAVE UNIFORM COMPOSITION THROUGHOUT, WITH A MIXTURE OF EXIST ING SUBSOIL. IT SHALL BE FREEOF STONES, LUMPS, LIVE PLANTS AND THEIR ROOTS, ST ICKS, AND OTHER EXTRANEOUS MATTER. IT SHALL CONTAIN NOMAN-MADE MATERIALS UNLESS OTHERWISE SPECIFIED. AMENDED SOIL SHALL NOT BE USED WHILE IN A FROZEN OR MUDDYCONDITION.22.ALL NEW PLANT ING AREAS, AMENDED SOILS SHALL BE TO A DEPTH OF 12"-18" FOR SHRUB AND GROUNDCOVER ZONES AND24"-36" FOR TREE PITS.23.AFTER PLANTING SOIL M IXES ARE INSTALLED IN PLANTING BED AREAS AND JUST PRIOR TO THE INSTALLATION OF SHRUB ORGROUNDCOVER PLANTINGS, SPREAD 3-4 INCHES OF COMPOST OVER THE BEDS AND ROTO TILL INTO THE TOP 8 INCHES OF THEPLANTING SOIL. THIS WILL RAISE GRADES SL IGHTLY ABOVE THE FINISHED GRADES, IN ANTICIPATION GRADES WILL SETTLEWITHIN A FEW MONTHS AFTER INSTALLATION AS COMPOST BREAKS DOWN .24.IN ALL EXISTING PLANT ING AREAS DESIGNATED TO RECE IVE NEW PLANTINGS , SPREAD 3-4 INCHES OF COMPOST OVER THEBEDS AND ROTO TILL INTO THE TOP 8 INCHES OF THE PLANT ING SO IL . THIS WILL RAISE THE GRADES SL IGHTLY ABOVE THEFINISHED GRADES, IN ANTICIPATION GRADES WILL SETTLE W ITHIN A FEW MONTHS AFTER INSTALLATION AS COMPOST BREAKSDOWN. IN NO CASE W ILL TH IS BE PERFORMED WHERE IT MAY NEGATIVELY IMPACT THE HEALTH OF ADJACENT, EXISTING PLANTMATERIALS WHICH ARE DESIGNATED TO REMAIN.25.LANDSCAPE CONTRACTOR TO WARRANTY ALL PLANT MATERIALS FOR A PERIOD OF ONE YEAR. THE CONTRACTOR AGREES TOREPLACE DEFECTIVE WORK AND DEFECTIVE PLANTS, AND THAT THE OWNER'S REPRESENTATIVE SHALL MAKE THE FINALDETERMINATION IF PLANTS MEET THE REQUIRED SPECIFICAT IONS OR THAT PLANTS ARE DEFECT IVE. PLANTS DETERMINED TOBE DEFECTIVE SHALL BE REMOVED IMMEDIATELY UPON NOTIFICATION BY THE OWNER'S REPRESENTATIVE AND REPLACEDWITHOUT COST TO THE OWNER, AS SOON AS WEATHER COND IT IONS PERMIT AND WITH IN THE SPEC IF IED PLANTING PERIOD .THE REPLACED MATERIALS SHALL ALSO RECE IVE A WARRANTY PER IOD OF ONE YEAR WHICH STARTS AT THE DATE OF INSTALLATION. BULBS, ANNUAL FLOWERS, AND SEASONAL COLOR PLANTS SHALL ONLY BE WARRANTED FOR THE PERIOD OFTHE EXPECTED BLOOM OR PRIMARY DISPLAY.IRRIGATION NOTES:1.A FULLY AUTOMATED IRRIGATION SYSTEM PROVIDING 100% COVERAGE SHALL BE PROV IDED FOR ALL PLANT ING AREAS ,UNLESS NOTED OTHERWISE. SYSTEM SHALL BE IN OPERAT ION PR IOR TO INSTALLATION OF ANY PLANT MATERIAL OTHER THANCANOPY TREES.2.ALL PLANTING BEDS/ SHRUB AND GROUNDCOVER AREAS TO BE IRR IGATED WITH EITHER 12" SPRAY POP-UPS AND /OR ALANDSCAPE DRIP-LINE SYSTEM , UNLESS NOTED OTHERW ISE.3.ALL PLANTER POTS AND RAISED PLANTERS TO BE IRRIGATED WITH MICRO SPRAY SPR INKLER HEADS .4.CONTRACTOR SHALL PROVIDE AS-BUILT DRAWINGS OF IRRIGATION SYSTEM AFTER INSTALLATION. ESCHELON AT AMBER FIELDS PUD AMENDMENT, PRELIMINARY AND FINAL PLAT SUBMITTALI hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed LandscapeArchitect under the laws of the State of Minnesota.Date:License. No.:06/30/2022Signature:Typed/Printed Name:Nicholas Allen Smith58422L5.0LANDSCAPE DETAILS & NOTES NOTES:1.CONTRACTOR TO INSTALL STEEL EDGING PERMANUFACTURER'S DETAILS AND SPECIFICATIONS.DECOMPOSED GRANITE AT DOG YARDSTURF AREA95% COMPACTED SUBGRADE1/8" THICK x 6" HIGH STEEL LANDSCAPE EDGING,BLACK12" TAPERED STAKES, GREENPRO-STEEL, INC. (1-800-542-4518)METAL LANDSCAPE EDGING (H-20)SECTIONNTSDOG YARD FENCEABOVENTSSECTION AND PLANMULTI-TRUNK TREE6"MIN.PLAN8' STEEL TEE POSTSDEEPROOT ARBORTIESAUCER BERMPREPARED PLANTING MIXLIMIT OF ROOT BALLMIN. LIMIT OF MULCHNOTES:1.ALL TREES ARE TO BE NURSERY GROWN. ALLTREES TO BE BALL AND BURLAP (B&B) ORCONTAINER GROWN AS SPECIFIED IN SCHEDULE.2.COMPLETELY REMOVE ALL TREATED ORPLASTIC-COATED BURLAP, CONTAINERS,STRAPPING WIRE, OR NYLON TWINE FROMROOTBALL PRIOR TO PLANTING.3.INSTALL TOP OF PLANT BALL EVEN WITH OR 1"ABOVE EXISTING GRADE.4.SOAK ROOT BALL AND PLANT PIT IMMEDIATELYAFTER INSTALLATION.5.SET TREE IN VERTICAL POSITION PRIOR TOSTAKING.6.ALL STAKING TO BE REMOVED AFTER ONE YEAR.7.REMOVE EXCESS SOIL FROM SITE AND DISPOSEOF IN A LEGAL MANNER.8.RESEED UNMULCHED, DISTURBED AREAS.9.DO NOT COVER ROOT CROWN.LIMIT OF PLANTING HOLEROOTBALL DIA.12"DEEPROOT ARBORTIEROOT CROWN TO BE AT OR1" ABOVE FINISH GRADEREMOVE EXCESS SOIL FROM ROOT CROWNDO NOT COVER ROOT CROWN WITH MULCH4" HIGH / 6" WIDE MAXIMUMSOIL BERM OUTSIDE OF ROOTBALL8' STEEL TEE POSTS, 3 PER TREEREMOVE TOP 1/3 OF BURLAP AND ANYNAILS/PINS, ETC. REMOVE TOP 1/3 OF WIREBASKET WHERE PRESENTRAISE PIT BOTTOM TO SET ROOTCROWN AT THE CORRECT HEIGHT.FIRM SOIL UNDER ROOT BALL.SOIL AMENDMENTSREFER TO DETAIL AND NOTESFINISH GRADE3" LAYER OF DOUBLE SHREDDEDHARDWOOD MULCHNTSSECTIONTREE PLANTING16"21"MIN. ROOT BALL DEPTHMAX. HEIGHT16'18'CALIPERHEIGHT (RANGE)12-14'14-16'2"3"24"MIN. ROOT BALL DIA.32"FOR EXAMPLE:ALL TREES SHALL MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2004)NOTES:1.ALL TREES ARE TO BE NURSERY GROWN. ALL TREES TOBE BALL AND BURLAP (B&B) OR CONTAINER GROWN ASSPECIFIED IN SCHEDULE.2.COMPLETELY REMOVE ALL TREATED ORPLASTIC-COATED BURLAP, CONTAINERS, STRAPPINGWIRE, OR NYLON TWINE FROM ROOTBALL PRIOR TOPLANTING.3.INSTALL TOP OF PLANT BALL EVEN WITH OR 1" ABOVEEXISTING GRADE.4.SOAK ROOT BALL AND PLANT PIT IMMEDIATELY AFTERINSTALLATION.5.SET TREE IN VERTICAL POSITION PRIOR TO STAKING.6.ALL STAKING TO BE REMOVED AFTER ONE YEAR.7.REMOVE EXCESS SOIL FROM SITE AND DISPOSE OF IN ALEGAL MANNER.8.RESEED UNMULCHED, DISTURBED AREAS.9.DO NOT COVER ROOT CROWN.DEEPROOT ARBORTIEROOT CROWN TO BE AT OR1" ABOVE FINISH GRADEREMOVE EXCESS SOIL FROM ROOT CROWNDO NOT COVER ROOT CROWN WITH MULCH4" HIGH / 6" WIDE MAXIMUMSOIL BERM OUTSIDE OF ROOTBALL8' STEEL TEE POSTS, 3 PER TREEREMOVE TOP 1/3 OF BURLAPAND ANY NAILS/PINS, ETC.REMOVE TOP 1/3 OF WIREBASKET WHERE PRESENTRAISE PIT BOTTOM TO SET ROOTCROWN AT THE CORRECT HEIGHT.FIRM SOIL UNDER ROOT BALL.ROOTBALL DIA.12"SOIL AMENDMENTSREFER TO DETAILAND NOTESEXISTING GRADE3" LAYER OFDOUBLE SHREDDEDHARDWOOD MULCH6"MIN.PLAN8' STEEL TEE POSTSDEEPROOT ARBORTIESAUCER BERMPREPARED PLANTING MIXLIMIT OF ROOT BALLMIN. LIMIT OF MULCHLIMIT OF PLANTING HOLENTSPLAN AND SECTIONSHRUB PLANTING BEDSEE LANDSCAPE PLANSPACING VARIESTYP. STAGGARED ROWSBETWEEN ALL PLANTSPLANEDGE OF PLANTING BEDEQUAL SPACINGNOTES:1. SCARIFY ROOT MASS OF CONTAINERIZED PLANTMATERIAL.2. INSTALL CONTAINERIZED PLANTS AT FINISHEDGRADE.3. TAMP PLANTING MIX FIRMLY AS PIT IS FILLEDAROUND EACH PLANT BALL.4. OMIT COLLAR AROUND EACH SHRUB WHENIRRIGATION SYSTEM IS PRESENT.5. SOAK EACH PLANT BALL AND PIT IMMEDIATELYAFTER INSTALLATION.TYPICAL BED CROWNINGTYPICAL PLANTING BED DETAIL10' (EX.)EXISTING GRADE10" (EX.)CROWN HEIGHT IN INCHESEQUALS WIDTH IN FEET TO12" MAX.FINAL GRADETYP. COLLARMIN. 2" HT.2" LAYER OF DARK BROWNDOUBLE SHREDDEDHARDWOOD MULCH4""V" TRENCHAROUND ENTIREPLANTING BED6" MIN.EDGE OFPLANTING BED12"-18"TAMP SOIL MIX UNDEREACH PLANT BALL TOMINIMIZE SETTLEMENTSOIL AMENDMENTSPLANTING BED FOR PERENNIALSSECTIONNTS2" DARK BROWN DOUBLE SHREDDEDHARDWOOD MULCHAMENDED SOILCOVER HARDWOOD MULCH BED EDGE WITH2"-4" OF SOIL (FINISH GRADE)FERTILIER AND CHEMICAL ADDITIVES 6"-8" DEPTHSLOPE BOTTOM OF ALL PREPARED BEDS 14" PER FOOT MINIMUMSUBGRADE2% SLOPE8" MIN.2"TO NATURAL LOW POINT.(AT THE ROOT ZONE)NTSPLAN AND SECTIONGROUND COVER PLANTING6" MIN.PLAN2" LAYER OF DOUBLED HAMMERED HARDWOOD MULCHSOIL AMENDMENTS AS SPECIFIEDFINISH GRADENOTES:1.LAYOUT PLANTS IN PREPARED BED AS SHOWN.2.SPACING AS SPECIFIED, PER SCHEDULE STAGGERED ROWS.MATERIALSA. TOPSOIL1.TOPSOIL SHALL HAVE A PH VALUE FROM 5.6 - 7.6 AND SHALL BE NATURAL FERTILE, (AGRICULTURAL SOIL, BROWN INCOLOR) UNIFORM FRIABLE LOAM WITHOUT ADMIXTURE OF SUBSOIL CONTAINING ORGANIC MATTER OF 5 PERCENT ORGREATER AND SHALL BE CAPABLE OF SUSTAINING VIGOROUS PLANT GROWTH.2.ALL TOPSOIL SHALL PASS A 1 INCH SCREEN AND 40 PERCENT SHALL PASS THE 100 MESH SCREEN. IT SHALL BE FREEOF ANY ADD-MIXTURE OF SUBSOIL, AND CONTAIN NO STONES, LUMPS, CLODS OF HARD EARTH, SLAG, CIDERS,STICKS, PLANTS OR THEIR ROOTS, TRASH OR OTHER EXTRANEOUS MATERIALS.3.TOPSOIL MUST ALSO BE FREE OF PLANT PARTS OF BERMUDA GRASS, QUACKGRASS, JOHNSONGRASS, NUTSEDGE,POISON IVY, CANADA THISTLE, OR ANY NOXIOUS WEEDS AND SHALL NOT BE CONTAMINATED WITH ANY SUBSTANCEKNOWN HARMFUL TO THE GROWTH OF PLANTS OR HUMANS.4.TOPSOIL SHALL NOT BE USED FOR PLANTING OPERATIONS WHILE IN A FROZEN OR MUDDY CONDITION.5.TOPSOIL SOURCES SHALL BE TESTED BY A RECOGNIZED LABORATORY AT THE EXPENSE OF THE CONTRACTOR FORPH, SOIL TEXTURE AND SOLUBLE SALTS. SALINITY SHALL NOT EXCEED 3 MILS PER CENTIMETER AT 25 DEGREES C ASDETERMINED BY SATURATED SOIL PASTE METHOD AS DESCRIBED IN USDA CIRCULAR #982. TEST RESULTS MUST BEPRESENTED IN WRITING TO THE LANDSCAPE ARCHITECT OR OWNER PRIOR TO PLACEMENT OF TOPSOIL ON SITE.6.CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR CONTROL OF NOXIOUS OR INVASIVE SPECIES INTRODUCED BYCONTAMINATED TOPSOIL.7.TOPSOIL THAT HAS BEEN STOCKPILED FOR A LONG PERIODS SHALL BE INOCULATED TO REESTABLISH ITS MICROBIALACTIVITY.B. MULCHSHALL BE FREE OF DEBRIS AND WOOD CHIPS. IT SHALL CONSIST OF AGED DOUBLE-SHREDDED HARDWOOD, FREE OFEXCESS TANNIC ACID OR OTHER MULCH AS SPECIFIED ON THE PLANS. A SAMPLE OF MULCH SHALL BE PROVIDED FOR THEGROUNDS SUPERINTENDENT'S APPROVAL PRIOR TO DELIVERING THE MULCH. THE OWNER'S AUTHORIZED AGENT AND/ORLANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY MULCH WHICH IS CONSIDERED TO BE UNSUITABLE. ALLMULCHES SHALL BE FREE OF ANY FOREIGN MATERIALS, PIECES LARGER THAN 3 INCHES, AND/OR GREEN WOOD.C. DOLOMITE LIMESHALL BE FINELY GROUND OR PULVERIZED RAW, COMMERCIAL GRADE LIMESTONE MEETING ASTM C51 AND CONTAININGNOT LESS THAN 85 PERCENT TOTAL OF CALCIUM MAGNESIUM CARBONATE, FREE OF IMPURITIES, ALL OF WHICH SHALLPASS THROUGH A NUMBER 10 SIEVE AND ATLEAST 50 PERCENT SHALL PASS THROUGH A NUMBER 100 SIEVE.D. SANDSHALL BE CLEAN, WASHED, COARSE, MASONRY SAND, RIVER SAND, OR NUMBER 2 BUILDERS SAND MEETING ASTM C 33. AQUART SAMPLE OF THE PROPOSED SAND SHALL BE SUBMITTED FOR THE OWNER'S APPROVALE. SULFURSULFUR SHALL BE A COMMERCIALLY PRODUCED, GRANULAR PRODUCT OF PURE SULFURF. GYPSUMGYPSUM SHALL BE GROUND TO THE SIZE SPECIFIED ON THE PLANSG. TRACE ELEMENTSSHALL BE ADDED AS REQUIRED BY SOILS TEST .H. LEAF MOLD SHALL BE COMPOSTED LEAF MATERIAL, FREE OF NOXIOUS WEEDS AND DETRIMENTAL INSECTS.I. COMMERCIAL FERTILIZERTO MEET FED. SPECIFICATION O-F-241 TYPE 1 GRADE NOTED, LEVEL B. THE FERTILIZER SHALL BE GRANULAR UNLESSPACKETS, TABLETS, OR STAKES TO BE USED WITH MINIMUM OF 50 PERCENT OF TOTAL NITROGEN IN ORGANIC FORM WITHNO CYANAMID COMPOUNDS OR HYDRATED LIME MIXES TO BE ADDED OR FOUND IN THE FERTILIZER.J.OTHER ACCEPTABLE FERTILIZER FORMS:1.FOR TREES ANUTRI-PAK JRP INTN=L. INC. 17 FOREST AVENUE FOND DU LAC, WISCONSIN 549352.AJOBES, PLANT SPIKES - FOR TREES AND SHRUBS.3.ALAWN PRO OR SIMILAR APPROVED SLOW RELEASE FERTILIZER FOR LAWNS WITH THE FOLLOWING RATIO: 3 NITROGEN 1 PHOSPHORIC ACID 2 POTASH4.AHOLLY-TONE OR SIMILAR APPROVED WITH CHELATED IRON FOR EVERGREEN PLANTS.K.PEAT1.SHALL CONFORM TO FEDERAL SPECIFICATION Q-P-166C, PEAT MOSS; PEAT HUMUS; AND PEAT, REED-SEDGE.2.SHALL BE LOW IN WOODY MATERIAL AND FREE OF MINERAL OR OTHER MATERIAL HARMFUL TO PLANT LIFE.3.THE MIN. ORGANIC CONTENT TO BE APPROX. 90% WITH ACID REACTION FROM 4-5 PH, AND MOISTURE ABSORPTIVECAPACITY NOT LESS THAN 450 PERCENT.4.HUMUS TO BE SHREDDED, DRIED AND STERILIZED TO PASS 1/4 INCH SCREEN.5.MOSS SHALL BE PULVERIZED AND HORTICULTURAL GRADE SPHAGNUM MOSS FREE OF EXTRANEOUS OR HARMFULMATERIAL.6.TO BE FINELY MILLED BLACK MICHIGAN PEAT OR OTHER SIMILAR APPROVED.L.MANURE1.SHALL BE WELL-ROTTED HORSE OR COW (OR COMBINATION THEREOF) MANURE. NOT TO CONTAIN OVER 25% STRAWOR LITTER. IT SHALL BE FREE OF FRESH MANURE, SAWDUST, WOOD CHIPS, LEATHER CHIPS, TAN BARK, LONGSTRAW, SOFT HAY, STONES, FOREIGN INJURIOUS SUBSTANCES OR CHEMICALS USED TO HASTEN DECOMPOSITION.2.TO BE TWO YEARS OLD MAXIMUM, NINE MONTHS MINIMUM WITH MINIMUM OF THREE TURNINGS WITHIN THIS TIMEPERIOD.3.NO BURNED OR FIRE-FANGED MANURE WILL BE ACCEPTABLE.M.SOIL AMENDMENTSDIATOMACEOUS EARTH SOIL AMENDMENT CONSISTING OF SILICA, ALUMINA, IRON OXIDE AND SHALL HAVE 0.1 TO 1 MICRONPORE SIZE, WITH A MINIMUM OF 113 PERCENT WATER ABSORPTION, MAXIMUM 19 PERCENT LOSS SULPHATE SOUNDNESS,80 PERCENT TOTAL POROSITY. A TOTAL OF 54 PERCENT TO PASS 10 MESH SCREEN, 98 PERCENT TO PASS 80 MESHSCREEN.SOIL AMENDMENTSPLANT SPACING CHARTROWS"A"SPACING"D"SPACING "D"6" O.C.8" O.C.10" O.C.12" O.C.15" O.C.18" O.C.24" O.C.ROW "A"5 3/16" O.C.6 15/16" O.C.8 2/3" O.C.10 3/8" O.C.13" O.C.15 9/16" O.C.20 13/16" O.C.PLANTS / S.F.4.612.601.661.150.730.510.29NTSPLANTRIANGULAR SPACING FORSHRUBS & GROUND COVERS1L-6.02L-6.03L-6.04L-6.05L-6.06L-6.07L-6.08L-6.0ESCHELON AT AMBER FIELDS PUD AMENDMENT, PRELIMINARY AND FINAL PLAT SUBMITTALI hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed LandscapeArchitect under the laws of the State of Minnesota.Date:License. No.:06/30/2022Signature:Typed/Printed Name:Nicholas Allen Smith58422L6.0LANDSCAPE DETAILS ESCHELON AT AMBER FIELDS PUD AMENDMENT, PRELIMINARY AND FINAL PLAT SUBMITTALI hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed LandscapeArchitect under the laws of the State of Minnesota.Date:License. No.:06/30/2022Signature:Typed/Printed Name:Nicholas Allen Smith58422SIGNAGE PLAN1L7.0PLAN, SECTION & ELEVATIONMONUMENT SIGN - DOUBLE SIDEDSCALE VARIES4'-9"ALUMINUM SIGN BOARD:REVERSE PAN CHANNELWITH HALO ILLUMINATIONLOCATED ON BOTH SIDESOF WALL. NOTE: SIGNARTWORK TBD UPONPROJECT BRANDINGSTONE VENEER OVERSCRATCH COAT ANDMETAL LATH. STONETO MATCH BUILDING.2'-8"3"3"CMU BLOCK COLUMN,8 X 8 X 16, FILL VOIDSWITH GROUT SOLIDCAST STONE CAP,SECURE WITH SSHOOK EYE ANCHORS2'-4"CONCRETE FOOTING,REF. STRUCTURALREBAR. REINFORCEMENT,REF. STRUCTURAL7'-2"6'-8"2" (TYP)2" (TYP)CONCRETE FOOTING,REF. STRUCTURAL10'-8"CONCRETE GRADEBEAM, REF.STRUCTURALMONUMENT SIGNSECTION/ELEVATION6'-0"2" OVERHANG(ALL SIDES, TYP.)10'-4"2'-8"15'-8"MONUMENT SIGNPLANCAST STONE CAP(ABOVE, TYP.)ALUMINUM SIGN BOARD:REVERSE PAN CHANNELWITH HALO ILLUMINATIONON BOTH SIDES OF WALLFIBER CEMENTPANEL, BOARDAND BATTEN.PAINT TO MATCHBUILDINGSTONE VENEERCMU WALL& COLUMN2'-0"2'-0"1'-0"9'-0"1'-0"2'-0"11'-0"METAL COPING TO MATCHBUILDING. SLOPE 15°P.T. BLOCKING5/4" X 4" FIBERCEMENT TRIMALUMINUM SIGN BOARD:REVERSE PAN CHANNELWITH HALO ILLUMINATIONLOCATED ON BOTHSIDES OF WALL2'-6"11"1'-4"11"5'-8"6'-0"12" CMU BLOCK WALLFILL VOIDS WITH GROUTSOLIDREBAR REINFORCEMENT,REF. STRUCTURALMONUMENT SIGNSECTIONCONCRETE GRADE BEAM,REF. STRUCTURAL3/4" ELEC. CONDUITTO POWER SIGNS,REF. ELECTRICALSTONE VENEER OVERSCRATCH COAT ANDMETAL LATH. STONETO MATCH BUILDINGMETAL FLASHING5/4" X 4" FIBERCEMENT TRIMFIBER CEMENT PANELBOARD AND BATTEN.PAINTED TO MATCHBUILDINGFIBER CEMENT PANELBOARD AND BATTEN.PAINTED TO MATCHBUILDING11-5/8"SCALE: 1/2" = 1'-0"SCALE: 1/2" = 1'-0"SCALE: 1" = 1'-0"ALUMINUM SIGN BOARD11-5/8"2'-4"1'-3 5/8"2'-6"9'-0"10"SIGN NOTES AND CALCULATIONS:1.SIGN LOCATION AND DIMENSIONS ARE TO BE IN ACCORDANCE WITH LAND DEVELOPMENT CODE,CHAPTER 8: SIGNS.2.SIGNS SHALL BE CONSIDERED AN "ACCESSORY STRUCTURE" AND MAY NOT ENCROACH ON PUBLICPROPERTY OR THE PUBLIC RIGHT OF WAY.3.SIGNS SHALL BE LOCATED AS TO NOT BLOCK SIGHT VISIBILITY ANGLES, AND SHALL NOT ENCROACHON ANY UTILITY OR DRAINAGE EASEMENTS.4.APARTMENT BUILDINGS ARE ALLOWED ONE FREESTANDING MONUMENT SIGN PER SITE, AND MAYBE ALLOWED AN ADDITIONAL SIGN PER R.O.W. FRONTAGE PROVIDED THAT THE FRONTAGE FACESA NON-RESIDENTIAL USE, A COLLECTOR ROAD, OR AN ARTERIAL ROAD.5.EACH SIGN IS LIMITED THIRTY TWO (32) SQ FT IN AREA, AND SHALL NOT EXCEED 6' IN HEIGHT.-SIGN AREA IS MEASURED BY THE HEIGHT AND WIDTH OF THE SIGN FACE, ITSELF AND DOESNOT INCLUDE THE SUPPORTING BASE OR STRUCTURE.-SIGN HEIGHT SHALL BE MEASURED TO THE TOP OF THE MAIN SIGN FACE AND SUPPORTINGWALL.-SIGN BASE SHALL BE MADE OF DECORATIVE MATERIALS COMPATIBLE WITH EXTERIORMATERIALS OF THE PRINCIPAL STRUCTURE ON SITE.ARCHED SIGN AREA: 3'-0" MAX. HEIGHT x 9'-0" WIDTH = 27 SQ FT (PROVIDED ON BOTH SIDES)SIGN LIGHTING:6.REVERSE-CHANNEL LETTERING SHALL UTILIZE L.E.D. BACKLIGHTING WITH A CONSTANT LIGHTSOURCE TO AVOID FLICKERING OR STROBE EFFECT,7.SECONDARY LIGHT SOURCES SHALL PROVIDE A LIGHT WASH ALONG THE STONE VENEER ANDCOLUMNS TO ACCENT SIGNAGE STRUCTURE. LIGHT FIXTURES SHALL BE SHIELDED FROM STREETSAND SIDEWALKS TO ELIMINATE GLARE.8.LIGHT SOURCES SHALL BE CONTROLLED VIA A PHOTO-CELL OR DIGITAL TIMER TO MAXIMIZEPOWER EFFICIENCY.2L7.0MONUMENT SIGN LAYOUTPLAN VIEWENTRY DRIVE MONUMENT SIGNDOUBLE SIDED148TH STREET WEST3'-10"3'-10"30'-0"2'-0"2'-0"INSTALL PLANTS A MIN. OF 24"FROM WALL FOUNDATIONPROPERTY LINE /RIGHT OF WAYFRONT YARD SETBACKL-7.011'-0"15'-0"NORTHScale In Feet: 1" = 4'-0"0'2'4'6'10' # Date CommentsRevisionsLighting drawings and designsand associated specificationsand documents are the propertyof InSolution LLC.Written consent is required forthe reproduction, copying oruse of these drawings.All Rights Reserved.jim.rago@insolutionproducts.com317-372-49475157 E 64th StIndianapolis,IN 46220Date:6/27/2022SL1GARRETT ROSEMOUNTSITE LIGHTING PLANScale: 1"=50'Drawn By: jragoChecked By: jrago10' REAR/SIDE YARD SETBACK30' REAR/SIDE YARD SETBACK30' REAR/SIDE YARD SETBACK10' REAR/SIDE YARD SETBACK30' REAR/SIDE YARD SETBACK10' REAR/SIDE YARD SETBACK1. ALL LIGHTING SHALL BE LED AND LISTED AND CERTIFIED BYENERGY STAR or DESIGNLIGHTS CONSORTIUM2. LIGHT FIXTURE HOUSINGS ARE PAINTED DARK BRONZE, UNO.3. LIGHTING FIXTURES ON THIS SHEET TO BE SUPPLIED BYINSOLUTION LLC TO GARRETT COMPANIES.CONTACT JIM RAGO - 317-372-4947 jim.rago@insolutionproducts.com4. LUMINAIRE TYPES SL1 and SL2 MOUNTS AT 25 FT A.F.G.5. LUMINAIRE TYPE WL2 TO BE MOUNTED AT 15' A.F.G. UNLESS DIRECTED OTHERWISE.6. COORDINATE FINAL MOUNTING HEIGHT BEFORE ROUGH-IN.7. SEE MEP SHEETS FOR LIGHTING BRANCH CIRCUITS AND CONTROL.8. LIGHTING FIXTURES SHALL BE RECEIVED AND STORED AND PROTECTED PRIOR TO INSTALLATION.9. LIGHT POLES SHALL BE STORED IN PROTECTED AREAS OR PACKAGING AND WRAPPING MUST BE REMOVED.10.ON-SITE GARRETT CONSTRUCTION REPRESENTATIVE MUST SIGN CARRIER DELIVERY RECEIPT AND FREIGHT BILL FOR EACH SHIPMENT.11. ON-SITE GARRETT CONSTRUCTION REPRESENTATIVE IS RESPONSIBLE FOR INSPECTING PRODUCT FOR CONCEALED OR VISIBLE DAMAGE AND SO NOTE DELIVERY PAPERS OF THE DELIVERING CARRIER.12. CLAIMS FOR DAMAGE MUST BE MADE BY GARRETT CONSTRUCTION TO DELIVERING CARRIER WITHIN 5 DAYS OF RECEIPT.SCALE: 1" = 50'SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2SL2WL2WL2SL1SL1SL1WL2WL2WL2WL2WL2WL2WL2WL2SL4SL4SL4SL4SL4SL4SL422-0627 ROSEMOUNT INS-LITESymbolQtyLabelDescriptionLuminaire LumensLuminaire WattsMounting HeightBUG Rating LER3SL1100W, 4K, TS190, T5S, Cutoff, Embedded FBGL Pole, Bronze Finish1292310025B3-U0-G21291SL2100W, 4K, TS280, Cutoff, Embedded FBGLPole, Bronze Finish1292310025B3-U0-G21297SL455W, 3K, Post Top, Round, Area Light, Bronze68285412B2-U2-G1126199SL512W, 3K, 7in, Flat, Disk, White890127, 8, 9, 15B1-U1-G174265WL240W, 3K, Bldg Wall, Bronze49914315B1-U0-G1116TYPE WL3-BLACK PAINTTYPE WL1- BRONZE PAINTTYPE SL5TYPE SL4- BRONZE PAINTTYPE SL1TYPE SL2TYPES SL1 & SL2 BRONZE PAINT # Date CommentsRevisionsLighting drawings and designsand associated specificationsand documents are the propertyof InSolution LLC.Written consent is required forthe reproduction, copying oruse of these drawings.All Rights Reserved.jim.rago@insolutionproducts.com317-372-49475157 E 64th StIndianapolis,IN 46220Date:6/27/2022GARRETT ROSEMOUNTScale: 1"=50'Drawn By: jragoChecked By: jragoSL2SITE LIGHTING CALCS10' REAR/SIDE YARD SETBACK30' REAR/SIDE YARD SETBACK30' REAR/SIDE YARD SETBACK10' REAR/SIDE YARD SETBACK30' REAR/SIDE YARD SETBACK10' REAR/SIDE YARD SETBACK1. ALL LIGHTING SHALL BE LED AND LISTED AND CERTIFIED BYENERGY STAR or DESIGNLIGHTS CONSORTIUM2. LIGHT FIXTURE HOUSINGS ARE PAINTED DARK BRONZE, UNO.3. LIGHTING FIXTURES ON THIS SHEET TO BE SUPPLIED BYINSOLUTION LLC TO GARRETT COMPANIES.CONTACT JIM RAGO - 317-372-4947 jim.rago@insolutionproducts.com4. LUMINAIRE TYPES SL1 and SL2 MOUNTS AT 25 FT A.F.G.5. LUMINAIRE TYPE WL2 TO BE MOUNTED AT 15' A.F.G. UNLESS DIRECTED OTHERWISE.6. COORDINATE FINAL MOUNTING HEIGHT BEFORE ROUGH-IN.7. SEE MEP SHEETS FOR LIGHTING BRANCH CIRCUITS AND CONTROL.8. LIGHTING FIXTURES SHALL BE RECEIVED AND STORED AND PROTECTED PRIOR TO INSTALLATION.9. LIGHT POLES SHALL BE STORED IN PROTECTED AREAS OR PACKAGING AND WRAPPING MUST BE REMOVED.10.ON-SITE GARRETT CONSTRUCTION REPRESENTATIVE MUST SIGN CARRIER DELIVERY RECEIPT AND FREIGHT BILL FOR EACH SHIPMENT.11. ON-SITE GARRETT CONSTRUCTION REPRESENTATIVE IS RESPONSIBLE FOR INSPECTING PRODUCT FOR CONCEALED OR VISIBLE DAMAGE AND SO NOTE DELIVERY PAPERS OF THE DELIVERING CARRIER.12. CLAIMS FOR DAMAGE MUST BE MADE BY GARRETT CONSTRUCTION TO DELIVERING CARRIER WITHIN 5 DAYS OF RECEIPT.SCALE: 1" = 50'SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2SL2WL2WL2SL1SL1SL1WL2WL2WL2WL2WL2WL2WL2WL2SL4SL4SL4SL4SL4SL4SL42.00.10.20.30.50.70.82.23.32.71.92.10.61.20.63.42.52.62.73.40.31.01.12.07.01.93.98.95.51.60.40.20.20.30.50.43.70.56.45.95.13.33.53.10.10.91.01.71.26.66.61.91.30.40.20.10.20.51.01.73.02.22.51.61.00.30.30.30.30.10.22.41.20.52.02.11.30.50.60.60.71.41.20.53.00.21.72.68.42.71.22.03.50.07.64.98.40.30.90.40.82.15.43.11.82.03.32.52.22.28.30.40.20.30.71.62.52.85.98.65.53.80.80.60.90.80.60.81.43.19.87.12.40.30.77.40.91.01.00.90.70.40.40.51.94.90.70.38.37.02.21.10.60.70.80.90.90.83.10.41.40.51.87.56.41.10.71.02.97.62.10.60.35.67.02.53.21.81.31.00.50.30.19.80.27.20.51.87.46.92.31.20.90.80.60.60.12.40.50.00.10.10.20.50.010.510.30.00.00.75.34.11.40.50.30.20.30.71.90.58.74.41.50.50.70.40.20.10.20.51.33.10.85.80.85.66.63.73.01.63.64.53.61.39.66.08.91.50.70.30.20.30.82.56.34.35.58.66.08.26.11.82.11.72.03.27.64.61.28.30.36.58.90.16.44.41.42.01.41.20.71.90.42.40.20.10.20.31.04.49.68.47.06.20.54.70.50.50.84.917.34.81.31.93.64.74.20.62.61.52.04.27.70.00.00.10.10.10.45.10.51.96.46.22.95.26.27.93.52.00.57.10.55.42.74.86.52.40.61.91.30.81.12.92.50.16.52.71.31.11.96.06.54.11.60.01.80.01.20.00.00.10.10.10.10.20.08.71.10.710.02.63.53.31.60.80.50.30.20.10.30.30.22.05.70.00.00.03.93.42.73.24.60.20.50.70.60.60.60.70.91.40.96.00.41.30.60.10.10.10.00.00.30.71.63.70.43.70.50.10.15.04.24.25.65.92.91.81.21.10.41.11.02.23.03.10.44.01.30.40.36.10.61.02.20.60.30.30.30.50.60.60.75.11.21.22.04.16.13.21.00.40.20.10.01.21.12.54.97.65.42.11.52.24.47.63.63.76.84.33.82.45.28.36.71.31.10.70.60.52.36.63.80.00.00.41.13.26.99.38.97.81.42.50.17.68.14.22.52.52.52.83.92.50.50.47.07.53.51.81.00.90.80.50.51.12.40.03.40.19.15.87.84.13.40.21.80.90.31.53.30.30.65.74.21.80.00.00.50.10.10.05.70.06.90.92.56.80.58.26.78.40.31.81.00.03.14.34.55.03.56.34.47.03.91.20.45.31.10.73.11.70.90.60.60.50.60.61.75.50.23.23.03.72.51.92.31.90.10.23.50.62.70.55.20.21.22.32.32.02.42.41.30.22.24.20.30.50.71.31.82.76.16.311.19.21.11.10.37.52.80.70.50.30.10.10.20.30.68.52.91.63.35.34.54.08.87.98.57.50.52.80.31.50.60.20.10.10.20.30.52.09.03.35.90.81.81.50.90.40.30.30.30.40.51.10.00.62.71.82.85.52.25.60.20.10.20.00.50.34.10.34.02.01.21.50.10.00.10.20.32.50.50.61.01.63.03.41.63.47.710.30.21.82.96.90.00.04.33.33.03.62.50.05.55.13.51.01.74.55.80.02.02.82.02.00.60.00.80.52.00.51.71.10.81.22.01.80.45.70.82.80.91.22.66.57.93.11.73.27.30.60.74.00.10.20.10.10.20.30.71.42.20.96.67.81.32.96.60.16.42.72.03.47.66.45.83.64.58.36.07.26.85.11.91.22.03.50.34.52.34.33.93.03.26.08.40.01.80.81.84.20.01.91.01.72.93.84.24.44.13.83.25.08.36.07.34.31.50.70.50.40.30.20.70.24.41.05.02.85.96.41.90.50.60.30.20.40.43.32.65.25.42.91.70.84.82.20.94.10.11.10.20.61.64.28.24.64.34.30.48.42.91.44.91.93.43.53.43.43.53.92.72.24.73.51.01.56.35.24.87.27.64.05.47.15.81.00.50.80.81.21.92.21.92.01.92.32.13.11.03.64.47.71.43.42.61.30.60.30.33.20.91.64.07.04.44.38.36.25.45.95.13.00.60.92.12.92.82.72.72.92.84.27.34.81.31.10.91.00.70.30.30.30.72.57.64.03.32.22.87.01.92.12.92.00.61.00.80.50.32.31.57.65.95.14.73.17.35.56.26.22.51.30.61.00.60.40.30.10.40.71.11.21.42.61.90.90.31.10.80.40.30.41.01.82.30.92.00.23.22.01.00.60.81.00.70.30.40.40.30.30.60.40.70.80.51.22.01.71.31.22.40.40.30.20.20.30.30.40.50.60.50.42.60.30.20.20.20.30.50.91.21.31.21.21.00.30.32.11.40.70.40.30.30.20.10.20.10.10.20.20.30.50.50.50.50.40.30.20.23.60.27.41.86.60.06.82.40.90.47.34.53.40.23.53.01.20.60.71.63.03.43.13.13.01.02.33.33.33.33.13.82.41.61.73.17.60.34.37.62.52.41.20.40.20.10.30.61.41.34.71.53.52.31.30.50.20.11.73.43.02.51.25.62.90.43.91.70.70.40.61.42.63.33.75.80.23.60.91.83.80.00.81.41.41.10.90.10.52.30.30.81.83.10.62.66.74.32.43.50.70.75.58.85.42.33.83.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0.9 0.6 0.40.10.1 0.2 0.30.20.10.20.30.30.30.20.30.10.30.10.20.10.10.10.20.40.70.60.30.10.20.20.30.30.40.40.10.20.20.10.00.20.10.10.10.10.20.30.30.20.20.20.10.20.20.20.30.30.20.20.10.10.10.20.30.60.60.30.20.40.50.30.40.30.20.30.40.50.40.20.20.20.00.20.70.40.40.20.10.10.00.10.00.10.00.00.00.00.20.20.10.20.20.30.40.40.30.30.20.20.71.11.10.70.60.10.40.40.30.31.10.60.60.40.20.10.10.20.90.30.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.70.50.20.00.10.10.10.20.10.10.10.00.10.50.10.20.10.00.00.00.00.00.00.00.00.00.10.20.10.10.20.20.20.10.10.10.00.00.00.10.90.10.90.20.20.20.20.20.10.10.10.10.10.20.00.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.022-0627 Rosemount INS-LITE (FOOTCANDLES ARE ON GRADE AND ARE AN ESTIMATE-NOT A GUARANTEE)22-0627 ROSEMOUNT INS-LITESymbolLabelAvgMaxMinAvg/MinMax/AvgQtyLabelDescriptionLuminaire LumensLuminaire WattsMounting Height# PtsGrid ZCalcTypeUnitsBUG Rating LERBOUNDARY Line FC0.12199SL512W, 3K, 7in, Flat, Disk, White890127, 8, 9, 15B1-U1-G1741.10.0N.A.N.A.1SL2100W, 4K, TS280, Cutoff, Embedded FBGLPole, Bronze Finish1292310025B3-U0-G21297SL455W, 3K, Post Top, Round, Area Light, Bronze68285412B2-U2-G1126265WL240W, 3K, Bldg Wall, Bronze49914315B1-U0-G11163SL1100W, 4K, TS190, T5S, Cutoff, Embedded FBGL Pole, Bronze Finish1292310035025B3-U0-G21292.4517.30.0N.A.7.0632650IlluminanceFcN.A.IlluminanceFcGROUND FCTYPES SL1 & SL2 BRONZE PAINTTYPE SL4- BRONZE PAINTTYPE SL1TYPE SL2TYPE SL5TYPE WL1- BRONZE PAINTTYPE WL3-BLACK PAINT © 2020 by HUMPHREYS & PARTNERS ARCHITECTS, LP The arrangements depicted herein are the sole property of Humphreys & Partners Architects, LP and may not be reproduced in any form without its written permission. Architectural conceptual site plans are for feasibility purpose only. Revisions may occur due to further investigation from regulatory authorities and building code analysis. Dimensions shown are of a strategic intent only. Refer to surveys and civil drawings for technical information and measurements.HUMPHREYSPARTNERSROSEMOUNT,MNHPA #22182AMBER FIELDS LOT F5339 Alpha Rd., Suite 300, Dallas, TX 75240 | 972.701.9636 | www.humphreys.com June 30, 2022AMBER FIELDS LOT FTHE GARRET COMPANIESROSEMOUNT, MNSCHEMATIC DESIGN SETA101COVER SHEET A1LC1LB2LGAR-B1UGAR-A1UGAR-A1LGAR-C1LGAR-A2UGAR-C1UGAR-A2URISERMETERGAR-B1UGAR-B2UGAR-B2L137'-8"85'-8"© 2020 by HUMPHREYS & PARTNERS ARCHITECTS, LP The arrangements depicted herein are the sole property of Humphreys & Partners Architects, LP and may not be reproduced in any form without its written permission. Architectural conceptual site plans are for feasibility purpose only. Revisions may occur due to further investigation from regulatory authorities and building code analysis. Dimensions shown are of a strategic intent only. Refer to surveys and civil drawings for technical information and measurements.HUMPHREYSPARTNERSROSEMOUNT,MNHPA #22182AMBER FIELDS LOT F5339 Alpha Rd., Suite 300, Dallas, TX 75240 | 972.701.9636 | www.humphreys.com June 30, 2022SCALE: 1/8" = 1'-0" 0' 8' 16' 32'(24"x36" SHEET)A410BLDG TYPE I - FLOOR PLAN A1UB1UC1UB1UB2UA2UA2U137'-8"77'-10"© 2020 by HUMPHREYS & PARTNERS ARCHITECTS, LP The arrangements depicted herein are the sole property of Humphreys & Partners Architects, LP and may not be reproduced in any form without its written permission. Architectural conceptual site plans are for feasibility purpose only. Revisions may occur due to further investigation from regulatory authorities and building code analysis. Dimensions shown are of a strategic intent only. Refer to surveys and civil drawings for technical information and measurements.HUMPHREYSPARTNERSROSEMOUNT,MNHPA #22182AMBER FIELDS LOT F5339 Alpha Rd., Suite 300, Dallas, TX 75240 | 972.701.9636 | www.humphreys.com June 30, 2022SCALE: 1/8" = 1'-0" 0' 8' 16' 32'(24"x36" SHEET)A411BLDG TYPE I - SECOND FLOOR PLAN 6:126:126:126:126:126:126:126:126:126:126:126:126:126:126:126:126:126:126:12© 2020 by HUMPHREYS & PARTNERS ARCHITECTS, LP The arrangements depicted herein are the sole property of Humphreys & Partners Architects, LP and may not be reproduced in any form without its written permission. Architectural conceptual site plans are for feasibility purpose only. Revisions may occur due to further investigation from regulatory authorities and building code analysis. Dimensions shown are of a strategic intent only. Refer to surveys and civil drawings for technical information and measurements.HUMPHREYSPARTNERSROSEMOUNT,MNHPA #22182AMBER FIELDS LOT F5339 Alpha Rd., Suite 300, Dallas, TX 75240 | 972.701.9636 | www.humphreys.com June 30, 2022SCALE: 1/8" = 1'-0" 0' 8' 16' 32'(24"x36" SHEET)A414BLDG TYPE I - ROOF PLAN 9'-1"1'-6 3/4"9'-1"2'-0"12'-4"FIBER CEMENTLAP SIDINGTHIN BRICKVENEERASPHALT SHINGLESFIBER CEMENTBOARD & BATTEN9'-1"1'-6 3/4"9'-1"2'-0"12'-4"FIBER CEMENTLAP SIDINGFIBER CEMENTBOARD & BATTENTHIN BRICKVENEERASPHALT SHINGLES9'-1"1'-6 3/4"9'-1"2'-0"12'-4"FIBER CEMENTLAP SIDINGFIBER CEMENTBOARD & BATTENTHIN BRICKVENEERASPHALT SHINGLES9'-1"1'-6 3/4"9'-1"2'-0"12'-4"FIBER CEMENTLAP SIDINGASPHALT SHINGLESFIBER CEMENTBOARD & BATTENTHIN BRICKVENEER© 2020 by HUMPHREYS & PARTNERS ARCHITECTS, LP The arrangements depicted herein are the sole property of Humphreys & Partners Architects, LP and may not be reproduced in any form without its written permission. Architectural conceptual site plans are for feasibility purpose only. Revisions may occur due to further investigation from regulatory authorities and building code analysis. Dimensions shown are of a strategic intent only. Refer to surveys and civil drawings for technical information and measurements.HUMPHREYSPARTNERSROSEMOUNT,MNHPA #22182AMBER FIELDS LOT F5339 Alpha Rd., Suite 300, Dallas, TX 75240 | 972.701.9636 | www.humphreys.com June 30, 2022SCALE: 1/8" = 1'-0" 0' 8' 16' 32'(24"x36" SHEET)REAR ELEVATIONFRONT ELEVATIONA415BLDG TYPE I - ELEVATIONSRIGHT ELEVATIONLEFT ELEVATION MANAGERASST. MANAGERENTRY FOYERLEASINGWORK ROOMYOGA ROOMMENWOMENTELECOMSTORAGEWARMINGKITCHENCLUBROOMPLAYROOMPORCHCORRIDORENTRYFITNESS CENTERMEPCLUB HOUSENET - 5293 SQ. FT.111'-7"69'-3"© 2020 by HUMPHREYS & PARTNERS ARCHITECTS, LP The arrangements depicted herein are the sole property of Humphreys & Partners Architects, LP and may not be reproduced in any form without its written permission. Architectural conceptual site plans are for feasibility purpose only. Revisions may occur due to further investigation from regulatory authorities and building code analysis. Dimensions shown are of a strategic intent only. Refer to surveys and civil drawings for technical information and measurements.HUMPHREYSPARTNERSROSEMOUNT,MNHPA #22182AMBER FIELDS LOT F5339 Alpha Rd., Suite 300, Dallas, TX 75240 | 972.701.9636 | www.humphreys.com June 30, 2022SCALE: 1/8" = 1'-0" 0' 8' 16' 32'(24"x36" SHEET)A801CLUB HOUSE FLOOR PLAN REAR ELEVATION10'-1"1'-6 3/4"14'-3"FIBER CEMENTBOARD & BATTENTHIN BRICKVENEERASPHALT SHINGLESFIBER CEMENTLAP SIDINGRIGHT ELEVATION10'-1"1'-6 3/4"14'-3"FIBER CEMENTBOARD & BATTENTHIN BRICKVENEERASPHALT SHINGLESFIBER CEMENTLAP SIDINGFRONT ELEVATION10'-1"1'-6 3/4"14'-3"THIN BRICKVENEERFIBER CEMENTLAP SIDINGASPHALT SHINGLESFIBER CEMENTBOARD & BATTENFIBER CEMENTPANELLEFT ELEVATION10'-1"1'-6 3/4"14'-3"FIBER CEMENTBOARD & BATTENTHIN BRICKVENEERASPHALT SHINGLES© 2020 by HUMPHREYS & PARTNERS ARCHITECTS, LP The arrangements depicted herein are the sole property of Humphreys & Partners Architects, LP and may not be reproduced in any form without its written permission. Architectural conceptual site plans are for feasibility purpose only. Revisions may occur due to further investigation from regulatory authorities and building code analysis. Dimensions shown are of a strategic intent only. Refer to surveys and civil drawings for technical information and measurements.HUMPHREYSPARTNERSROSEMOUNT,MNHPA #22182AMBER FIELDS LOT F5339 Alpha Rd., Suite 300, Dallas, TX 75240 | 972.701.9636 | www.humphreys.com June 30, 2022SCALE: 1/8" = 1'-0" 0' 8' 16' 32'(24"x36" SHEET)A802CLUB HOUSE ELEVATION MAITENANCE18' X 20'11"REST ROOMDOG WASH10'6" X 8'2"6:126:126:126:12SIDE ELEVATIONSIDE ELEVATIONREAR ELEVATIONFRONT ELEVATIONFLOOR PLANROOF PLAN18'-7"9'-1"5'-0"14'-4" 29'-11" 9'-1"5'-0" 14'-4" 9'-1"5'-0" 14'-4" 9'-1"5'-0"14'-4"THIN BRICKVENEERFIBER CEMENTPANELCOMPOSITIONSHINGLETHIN BRICKVENEERFIBER CEMENTPANELTHIN BRICKVENEERFIBER CEMENTPANELCOMPOSITIONSHINGLETHIN BRICKVENEERFIBER CEMENTPANEL25'-9"26'-9" 8'-8" 8'-8"8'-8" 8'-8"FRONT ELEVATIONRIGHT ELEVATIONREAR ELEVATIONLEFT ELEVATIONFLOOR PLANTHIN BRICKVENEERTHIN BRICKVENEERTHIN BRICKVENEERFIBER CEMENTPANELFIBER CEMENTPANEL© 2020 by HUMPHREYS & PARTNERS ARCHITECTS, LP The arrangements depicted herein are the sole property of Humphreys & Partners Architects, LP and may not be reproduced in any form without its written permission. Architectural conceptual site plans are for feasibility purpose only. Revisions may occur due to further investigation from regulatory authorities and building code analysis. Dimensions shown are of a strategic intent only. Refer to surveys and civil drawings for technical information and measurements.HUMPHREYSPARTNERSROSEMOUNT,MNHPA #22182AMBER FIELDS LOT F5339 Alpha Rd., Suite 300, Dallas, TX 75240 | 972.701.9636 | www.humphreys.com June 30, 2022SCALE: 3/16" = 1'-0" 0' 8' 16' 32'(24"x36" SHEET)A901ACCESSORY BUILDINGSMAINTENANCE BUILDINGCOMPACTOR REAR ELEVATIONRIGHT ELEVATIONFRONT ELEVATION6:126:126:126:12FLOOR PLANROOF PLANLEFT ELEVATION38'-2"17'-0" 8'-8"4'-9" 13'-11" 8'-8"4'-9" 13'-11" 8'-8"4'-9" 13'-11"COMPOSITIONSHINGLETHIN BRICKVENEERFIBER CEMENTPANELCOMPOSITIONSHINGLETHIN BRICKVENEERFIBER CEMENTPANELTHIN BRICKVENEERFIBER CEMENTPANEL8'-8"4'-9" 13'-11"THIN BRICKVENEERFIBER CEMENTPANEL© 2020 by HUMPHREYS & PARTNERS ARCHITECTS, LP The arrangements depicted herein are the sole property of Humphreys & Partners Architects, LP and may not be reproduced in any form without its written permission. Architectural conceptual site plans are for feasibility purpose only. Revisions may occur due to further investigation from regulatory authorities and building code analysis. Dimensions shown are of a strategic intent only. Refer to surveys and civil drawings for technical information and measurements.HUMPHREYSPARTNERSROSEMOUNT,MNHPA #22182AMBER FIELDS LOT F5339 Alpha Rd., Suite 300, Dallas, TX 75240 | 972.701.9636 | www.humphreys.com June 30, 2022SCALE: 3/16" = 1'-0" 0' 8' 16' 32'(24"x36" SHEET)A901ACCESSORY BUILDINGSMAIL KIOSK K:\020847-000\Admin\Docs\2022.07.05 - Submittal\2022.07.05 - Preliminary Plat Review - Echelon At Amber Fields.docx Memorandum To: Julia Hogan, Planner CC: Stacy Bodsberg, Planning & Personnel Secretary Anthony Nemcek, Senior Planner Brian Erickson, City Engineer From: Tim Hanson PE, WSB Engineering Consultant Date: July 11, 2022 Re: Echelon At Amber Fields Preliminary Plat Preliminary Plat Submittal Review Final Plat Grading and Drainage Plan Review Preliminary Utility Plan Review Landscaping Plan Review WSB File Number 020847-000 SUBMITTAL: The Garrett Companies of Greenwood, Indiana has submitted a Preliminary Plat named Echelon At Amber Fields for the development of Outlot F, Amber Fields. Outlot F, Amber Fields is proposed to be replatted into one lot in which 250 apartment units within 25 buildings and a clubhouse are identified to be constructed. The plans submitted were prepared by Alliant Engineering. Review comments were generated from the Preliminary Plat Submittal dated 06-30- 2022. The submittal included the following: ▪ Existing Conditions ▪ Preliminary Plat ▪ Final Plat ▪ Site Plan ▪ Grading Plan ▪ Erosion and Sediment Control Plan ▪ Utility Plan ▪ Storm Sewer Plan ▪ Landscape Plan ▪ Signage Plan ▪ Site Lighting Plan EXISTING CONDITIONS Echelon At Amber Fields is in the northeast central portion of the Amber Fields Addition extending north from 148th Street and adjacent to Akron Avenue and Abbeyfield Avenue and south of the commercial area of Amber Fields. The parent parcel consists of land previously utilized for agricultural purposes and grass land. Echelon At Amber Fields is 15.507 acres in size. PRELIMINARY PLAT Julia Hogan July 13, 2022 Page 2 K:\020847-000\Admin\Docs\2022.07.05 - Submittal\2022.07.05 - Preliminary Plat Review - Echelon At Amber Fields.docx Echelon At Amber Fields consists of 1 lot which will be developed by The Garret Companies. All streets and infrastructure within the lot will be private. Echelon At Amber Fields extends one private entrance north from 148th Street. This primary entrance is in the east central part of the lot across from Road A within Amber Fields Third Addition. The primary entrance has a landscaped median with a monument sign located 30 feet north of the right of way for 148th Street. The entrance driveway extends north 130 feet intersecting a private street that loops through the project. A second private street extending between the loop street and a stub street provides access to the 25 apartment buildings and clubhouse. A second access point for Echelon At Amber Fields is located at the northeasterly corner of the lot extending to a private street which extends from Abbeyfield Avenue. This access point is located 180 feet from Abbeyfield Avenue along a private street which is the primary access to the future Amber Fields commercial area. Egressing from Echelon At Amber Fields during peak hour traffic may experience delays upon the full development of the commercial area. Four-foot-wide sidewalks are proposed throughout the site providing access to the units and circulation within the site. A public sidewalk extends adjacent to the site along the north side of 148th Street and the east side of Abbeyfield Avenue. One sidewalk connection is identified from Echelon At Amber Fields to the public sidewalk. The proposed sidewalk connection is adjacent to the main vehicle entrance off 148th Street. 1. The wheel track for the City’s fire truck will have to be traced through the site to assure adequate accessibility for the fire apparatus. The turning radii of the truck can be obtained from the City’s Fire Marshall. 2. Pedestrian curb ramps are required at all sidewalk crossings and street access points. 3. The proposed private street section does not identify a sand subgrade material. Due to the availability of sand, it is recommended to construct the street section with a sand subgrade section. 4. Recommend additional pedestrian access points to the public sidewalk along 148th Street and Abbeyfield Avenue. FINAL PLAT The proposed final plat of Echelon At Amber Fields consists of 1 lot. Perimeter drainage and utility easements are identified on the plat. No other easements are shown or needed. 5. The proposed second access in the northwest corner of the lot extends onto a private parcel. An access and egress easement and maintenance agreement must be drafted for this street connection area. The development Fees are indicated below based on the 2022 Schedule of Rates and Fees. ▪ Sanitary Sewer Trunk Charge: $1,075/acre ▪ Watermain Trunk Charge: $6,500/acre ▪ Storm Sewer Trunk Charge: $6,865/acre GRADING AND DRAINAGE Runoff from Echelon At Amber Fields primarily flows outward from the buildings along the perimeter of the site, the interior portion of these buildings has their runoff flowing to a private street. The centrally located buildings has their runoff flowing to a street or to a central greenway area. The general drainage pattern is from the northwest to the southeast. Runoff is collected by a storm sewer system that extends from an existing pipe located at the main access to the site from 148th Street. The storm sewer system extends along the street system and through the Julia Hogan July 13, 2022 Page 3 K:\020847-000\Admin\Docs\2022.07.05 - Submittal\2022.07.05 - Preliminary Plat Review - Echelon At Amber Fields.docx central green area to the northwest. This runoff is conveyed to Pond 3 of the Central Greenway Area of Amber Fields. A second small storm sewer system is in the northwest corner of the parcel collecting runoff from the most northwesterly apartment building and area. This storm sewer extension will ultimately be extended to collect runoff from the commercial area. This storm sewer system extends from an existing storm sewer located in Abbeyfield Avenue which flows south discharging into Pond 2 in the Amber Fields Central Greenway Area. 6. Sheet C-4.1 & C-4.2 – In several locations the emergency overflow routes for runoff does not provide 1.5 feet of freeboard between the pad elevation and the emergency overflow (EOF) high point. EOF routes are located within green areas and streets. 7. Sheet C-4.0 GRADING NOTES, 8. – The minimum topsoil depth is 6-inches. 8. Sheet C-4.1 – The EOF elevations identified at several spots do not correspond with the adjacent contours. 9. Sheet C-4.1 – Not all low points have EOF elevation or routs identifi ed. 10. Sheet C-4.1 – The contour labels on the southeast corner of the parcel overwrite each other. 11. Sheet C-4.1 & C-4.2 – It would be beneficial to label the contours along the north side of the parcel. 12. Sheet C-4.2 – It appears runoff is direct at the green side of building 4 13. Sheet C-4.2 – I appears there is a very flat area between buildings 10 & 11. 14. SANITARY SEWER AND WATERMAIN – UTILITY PLAN Echelon At Amber Fields sanitary sewer system extends from a sewer stub at the main entrance to the site. This sanitary sewer extension only provides service to the proposed buildings of Echelon At Amber Fields. The sanitary sewer proposed with Echelon At Amber Fields is a private facility that will be maintained by The Garrett Companies. Eight-inch watermain is identified to be extended within the Echelon At Amber Fields. There are two watermain connections that are located at the street entrance locations which connect to the existing system providing looped water service to the site. The watermain extension from Abbeyfield Avenue to Lot 1, at the northwest corner of the site, will be a public water main as it will serve multiple property owners. This street area will need to be placed within a drainage and utility easement. The watermain within Echelon At Amber Fields is private and will be maintained by The Garrett Companies. 15. Gate valve and fire hydrant placement will be detail reviewed with the construction plans for the final plat. 16. Sheet C-6.1 – The sanitary sewer runs between MH 4 to MH 3 and between MH 9 to MH 4 are not called out in the SANITARY SEWER SCHEDULE. 17. Sheet C-6.0 – The sites monument sign and a street light are located directly over the proposed sanitary sewer extension from the stub located on 148th Avenue. 18. Sheet C-6.0, C-6.1, and C-6.2 – The SANITARY SEWER SCHEDULE identifies a sewer run between MH 4 to MH 4. 19. Sheet C-6.0, C-6.1, and C-6.2 – The overhead streetlights are shown with a heavy line which is slightly confusing with other proposed utilities. 20. Sheet C-6.2 – The water service location is not shown to Building 3. STORM SEWER Echelon At Amber Fields extends two storm sewer systems from existing storm sewer stubs, one extending north from 148th Street and the second extending from Abbeyfield Avenue. The proposed storm sewer material is HDPE, a material that is not commonly utilized within streets. Julia Hogan July 13, 2022 Page 4 K:\020847-000\Admin\Docs\2022.07.05 - Submittal\2022.07.05 - Preliminary Plat Review - Echelon At Amber Fields.docx The proposed HDPE pipe is sized from 8-inch to 36-inch pipe. Larger pipe sizes of HDPE pipe can experience deflection if not properly bedded. Storm sewer design and layout will be reviewed with the Surface Water Management plan submittal. 21. Detail review of the storm sewer system and design will be completed with the construction plans for the subdivisio n. 22. Sheet C-7.1 - Catchbasin Manhole 1 (CBMH1) must be a sump manhole structure and maintained by the owner. 23. Sheet C-7.0 – UTILITY NOTES: 4. – The note indicates the minimum curb and gutter grade is 5%. SURFACE WATER MANAGEMENT The proposed Surface Water Management plan for the preliminary plat has been reviewed. Comments included in the Surface Water Management plan review shall be incorporated in the project design. LANDSCAPE PLAN The Landscape plan was not reviewed for conflicts with infrastructure as all infrastructure is privately maintained. Tree plantings should allow space for access and maintenance of proposed infrastructure. SITE LIGHTING PLAN The Site Lighting Plan identifies 4, 25-foot streetlights located in the entrance island and adjacent to the club house/lease office. On site streetlights are 7 to 15 foot in height located throughout the site. The Site Lighting Plan was not reviewed for materials, light styles or light intensity. GENERAL Infrastructure design shall be completed in accordance with the City of Rosemount’s Engineering Guidelines and Standards. Infrastructure construction shall be completed in accordance with the latest edition of the City’s General Specifications and Standard Detail Plates for Street and Utility Construction. K:\020847-000\Admin\Docs\WR Review\020847-000 Echelon at Amber Fields Stormwater Review Memo 20220713.docx 701 XENIA AVENUE S | SUITE 300 | MINNEAPOLIS, MN | 55416 | 763.541.4800 | WSBENG.COM Memorandum To: Brian Erickson, City Engineer Nick Egger, Director of Public Works Anthony Nemcek, Senior Planner Jane Byron, Storm Water Specialist From: Bill Alms, PE Kendra Fallon, PE Date: July 12, 2022 Re: Echelon at Amber Fields Stormwater Review WSB Project No. 020847-000 I have reviewed the documents provided by Alliant Engineering on July 1, 2022. Documents reviewed include: · Echelon at Amber Fields PUD Plat Plans, dated 7-1-22 It should be noted that there are outstanding comments on other previously submitted portions of the development that should be addressed. Applicant should provide responses to each comment. I offer the following comments below. Grading, Drainage, and Erosion Control Comments: 1. General a. No comments. 2. Ponds and Wetlands a. No comments. 3. Emergency Overflow Routes: a. The EOF elevation should be added to the plans for the roadway low point near station 19+00. 4. Retaining Walls: a. No comments. 5. Erosion Control: a. Inlet protection should be added to the plans for the yard drains. b. Applicant should confirm a rock construction entrance is not also needed at the entrance off Abbeyfield Avenue. 6. Grading: a. Applicant should confirm the grading and drainage on the north side of the site behind the northern buildings proposed between stations 16+00 and 20+00, as it is not currently clear where this area is proposed to drain. b. Confirm the proposed contours tie into the existing contours on the north and east side of the site. Echelon at Amber Fields Stormwater Review July 12, 2022 Page 2 K:\020847-000\Admin\Docs\WR Review\020847-000 Echelon at Amber Fields Stormwater Review Memo 20220713.docx Stormwater Management Plan: 1. General Storm Sewer Design a. A catch basin drainage area map and storm sewer sizing calculations for Echelon at Amber Fields should be included in future submittals. b. There are a number of locations where the storm sewer is shown within 5-7 feet of an adjacent building. It is recommended storm sewer be at least 10 feet away from any proposed buildings where 10 feet deep or less, for future maintenance. i. For storm sewer deeper than 10 feet it is recommended storm sewer be offset from adjacent buildings by a minimum of 1:1 depth to offset ratio. c. Sumps should be included on the last accessible structure prior to connecting into the trunk storm sewer line and should be noted on the storm sewer plans. 2. Water Quantity a. No comments. 3. Rate/Volume Control a. No comments. 4. Freeboard a. The City requires 1.5 feet between an EOF and building elevation. The building (944.6) near the northeast corner of the proposed development is not meeting this requirement to the EOF east of the building (943.3). b. It appears the ultimate EOF for the backyard areas in the east central area is along the southern roadway near station 9+50 (942.56). Several of the buildings within that area have FFE listed at 943.5 which does not provide 1.5 feet of freeboard. 5. Water Quality a. No comments. 6. Easements a. No comments.