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Planning Commission Agenda - 06/07/2022
AGENDA REGULAR MEETING - MONTICELLO PLANNING COMMISSION Tuesday, June 7, 2022 - 6:00 p.m. Mississippi Room, Monticello Community Center Commissioners: Paul Konsor, Andrew Tapper, Alison Zimpfer, Eric Hagen and Teri Lehner Council Liaison: Charlotte Gabler Staff: Angela Schumann, Steve Grittman (NAC), Hayden Stensgard, and Ron Hackenmueller 1. General Business A. Call to Order B. Consideration of election of Planning Commission officers C. Consideration of approving minutes a. Workshop Meeting Minutes— May 18, 2022 b. Regular Meeting Minutes— May 18, 2022 D. Citizen Comments E. Consideration of adding items to the agenda F. Consideration to approve agenda 2. Public Hearings A. Consideration of a Request for Development Stage Planned Unit Development for Headwaters West Apartments, a Proposed 102 -Unit Multi -Family (Senior - Restricted) Development in the R-3, Medium Density Residential District Applicant: Headwaters Development B. Consideration of a request for Rezoning to Planned Unit Development, Development Stage Planned Unit Development and Preliminary Plat Haven Ridge, for replat of Haven Ridge 2nd Addition, a Proposed 59 Unit Single Family Residential Development in an R-1 (Single -Family Residence) District. Applicant: Haven Ridge, LLC. C. Consideration of a Request for an Amendment to the Zoning Ordinance to Allow Temporary Storage Boxes as an Accessory Use in the Affordable Storage and StorageLink Monticello PUD Districts. Applicant: City of Monticello D. Consideration of a Request for an Amendment to the Monticello Zoning Ordinance for Retail Service Uses Including but Not Limited to Definition, Zoning Districts and Standards Applicant: City of Monticello 3. Regular Agenda A. Consideration to adopt Resolution PC -2022-042 finding that the establishment of TIF District 1-46 and TIF Plan for TIF District 1-46 conforms to the Monticello 2040 Comprehensive Plan B. Consideration Community Development Director's Report 4. Added Items 5. Adjournment Planning Commission Agenda: 06/07/22 1B. Consideration of election of Planning Commission officers A. REFERENCE AND BACKGROUND: The Planning Commission is asked to take action to elect for positions of Chair and Vice Chair of the Commission. Commissioner Konsor has been acting as chair for the Commission since January, 2021 and Commissioner Tapper as Vice - Chair since August, 2021. At present, the City code for Planning Commission requires that the Commission elect a chair from its appointed members for a term of one year, and other officers as it determines. The Planning Commission has in the past elected a Vice Chair, in addition. The Vice Chair has fulfilled the duties of the chair in the event of absence. Unless otherwise directed by the Commission, staff will continue to serve as Secretary. B. ALTERNATIVE ACTIONS: Decision 1: Chair Position 1. Motion to nominate Commissioner Planning Commission for the balance of 2022. 2. Motion of other. Decision 2: Vice Chair Position as Chair of the 1. Motion to nominate Commissioner as Vice Chair of the Planning Commission for the balance of 2022. 2. Motion of other. C. STAFF RECOMMENDATION: Staff defers to the Planning Commission on matters of appointment. D. SUPPORTING DATA: A. City Code - Planning Commission PLANNING COMMISSION § 32.001 NAME OF THE COMMISSION. The name of the organization shall be the Monticello Planning Commission. (Prior Code, § 2-1-1) § 32.002 AUTHORIZATION. (A) The authorization for the establishment of this Commission is set forth under M.S. Ch. 462, Municipal Planning Enabling Act, as it may be amended from time to time. (B) The Planning Commission is hereby designated the planning agency of the city pursuant to the Municipal Planning Act. (Prior Code, § 2-1-2) § 32.003 MEMBERSHIP. The Planning Commission shall consist of five members appointed by the City Council. All members shall be residents of the city and shall have equal rights and privileges. (Prior Code, § 2-1-3) § 32.004 TERM OF OFFICE. (A) Appointments. All members shall be appointed for three-year terms ending on December 31 of a given year; however, the term may be terminated earlier by the City Council. Terms shall be staggered so that no more than two members' terms shall expire in a given year. The terms are to commence on the day of appointment by Council. Every appointed member shall, before entering upon the discharge of his or her duties, take an oath that he or she will faithfully discharge the duties of office. (B) Renewals. When an expiring member's term is up, such member may be reappointed by Council with the effective date of the new term beginning on the first day of the next year following the expiration. (Prior Code, § 2-1-4) § 32.005 ATTENDANCE. It is the City Council's intention to encourage Planning Commission members to attend all Planning Commission meetings. Should any Planning Commission member be absent for more than three meetings in a calendar year, that member may be subject to replacement by the Council. (Prior Code, § 2-1-5) § 32.006 VACANCY. Any vacancy in the regular or at -large membership shall be filled by the City Council, and such appointee shall serve for the unexpired term so filled. (Prior Code, § 2-1-6) § 32.007 OFFICERS. (A) Elections. The City Planning Commission shall elect at its January meeting from its membership a Chair, Vice Chair, and a Secretary who shall serve for a term of one year and shall have powers as may be prescribed in the rules of the Commission. (B) Duties of Chair. The Chair shall preside at all meetings of the Planning Commission and shall have the duties normally conferred and parliamentary usage of such officers. (C) Duties of Vice Chair. The Vice Chair shall act for the Chair in his or her absence. (D) Duties of Secretary. (1) A Secretary may be appointed who is not a member of the Planning Commission but can be employed as a member of city staff. (2) The Secretary shall keep the minutes and records of the Commission; and with the assistance of staff as is available shall prepare the agenda of the regular and special meetings for Commission members, arrange proper and legal notice of hearings when necessary, attend to correspondence of the Commission, and handle other duties as are normally carried out by a Secretary. (Prior Code, § 2-1-7) § 32.008 MEETINGS. (A) The Planning Commission shall hold at least one regular meeting each month. This meeting shall be held on the first Tuesday. Regular meeting times shall be established by the Commission and approved annually with the regular meeting schedule of Council and Commission. Hearings shall be heard as soon thereafter as possible. The Planning Commission shall adopt rules for the transaction of business and shall keep a record of its resolutions, transactions, and findings, which record shall be a public record. The meeting shall be open to the general public. (B) In the event of conflict for a regularly -scheduled meeting date, a majority at any meeting may change the date, time, and location of the meeting. (C) Special meetings may be called by the chair or two members of the Planning Commission together, as needed, and shall be coordinated with city staff. (Prior Code, § 2-1-8) § 32.009 QUORUM. A majority of all voting Planning Commission members shall constitute a quorum for the transaction of business. (Prior Code, § 2-1-9) § 32.010 DUTIES OF THE COMMISSION. (A) The Commission has the powers and duties assigned to it under M.S. Ch. 462, Municipal Planning Enabling Act, as it may be amended from time to time, by this code, and state law. (Prior Code, § 2-1-10) (B) The Planning Commission shall act as the Board of Adjustment and Appeals for the Monticello zoning ordinance and shall act according to procedures as established by the Monticello zoning ordinance. § 32.011 AMENDMENTS. This subchapter may be amended as recommended by the majority vote of the existing membership of the Planning Commission and only after majority vote of the City Council. (Prior Code, § 2-1-11) § 32.012 COMPENSATION. Compensation of members of the Commission shall be as set forth in city code for fee schedule. (Prior Code, § 2-1-12) (Ord. 336, passed 11-22-1999; Ord. 337, passed 1-10-2011; Ord. 593, passed 3-10-2014; Ord. 607, passed 1-26-2015) MINUTES REGULAR MEETING - MONTICELLO PLANNING COMMISSION Wednesday, May 18, 2022 - 6:00 p.m. Mississippi Room, Monticello Community Center Commissioners: Paul Konsor, Andrew Tapper, Alison Zimpfer, Eric Hagen, Teri Lehner Council Liaison: Charlotte Gabler Staff: Angela Schumann, Steve Grittman (NAC), Rachel Leonard, Ron Hackenmueller, Hayden Stensgard 1. General Business A. Call to Order Chairperson Paul Konsor called the regular meeting of the Monticello Planning Commission to order at 6:04 p.m. B. Consideration of approving minutes a. Joint Workshop Minutes — March 1, 2022 ERIC HAGEN MOVED TO APPROVE THE MARCH 1, 2022, JOINT WORKSHOP MEETING MINUTES. ALISON ZIMPFER SECONDED THE MOTION. MOTION CARRIED UNANIMOUSLY, 5-0. b. Regular Meeting Minutes — April 5, 2022 ERIC HAGEN MOVED TO APPROVE THE APRIL 5, 2022, REGULAR MEETING MINUTES. TERI LEHNER SECONDED THE MOTION. MOTION CARRIED UNANIMOUSLY, 5-0. C. Citizen Comments None D. Consideration of adding items to the agenda None E. Consideration to approve agenda ANDREW TAPPER MOVED TO APPROVE THE MAY 18, 2022, REGULAR MEETING MINUTES. ERIC HAGEN SECONDED THE MOTION. MOTION CARRIED UNANIMOUSLY, 5-0. 2. Public Hearings A. Consideration of Preliminary Plat and Final Plat of Spaeth Industrial Park 3rd Addition in the 1-2 (Heavy Industrial) District Applicant: Ken Spaeth City Planner Steve Grittman provided an overview of the agenda item to the Planning Commission and the public. The originally approved plat consisted of 8 lots on the site. The applicant has requested to replat lots 5 and 6 to include an internal lot line within both buildings on each existing lot. Mr. Konsor opened the public hearing portion of the agenda item. Mr. Konsor closed the public hearing portion of the agenda item. PAUL KONSOR MOVED TO ADOPT RESOLUTION NO. PC -2022-030, RECOMMENDING APPROVAL OF A PRELIMINARY AND FINAL PLAT OF SPAETH INDUSTRIAL PARK 3RD ADDITION, REPLATTING LOTS 5 AND 6 INTO 2 SEPARATE PARCELS EACH, BASED ON THE FINDINGS IN SAID RESOLUTION AND SUBJECT TO THE CONDITIONS IN EXHIBIT Z. ALISON ZIMPFER SECONDED THE MOTION. MOTION CARRIED UNANIMOUSLY, 5-0. EXHIBIT Z Preliminary and Final Plat for Spaeth Industrial Park 3rd Addition PID: 155255001050 and 155255001060 1. The applicant updates the legal instrument executed by the parties reflecting the changes to ownership and common interest for maintenance, access, parking, and similar association requirements, duly approved as to form and manner of execution by the City Attorney, to be filed with the City Administrator and recoded with the County Recorder of Wright County. 2. The amendment to legal documents are recorded against all lots in the PUD and Spaeth Industrial Park, including the four new lots in Spaeth Industrial Park "3rd Addition". 3. Verify that the developer records the draft easement that was included with the submittal to access the water manifold and shutoffs within the building. 4. No other changes under this amendment or plat are made as a part of this amendment. Execution of an amendment development agreement for the Spaeth Industrial Park 3rd Addition. Review and Approval by City Engineer, Building Official, and Fire Officials. Other conditions of City staff and officials. B. Consideration of an Amendment to a Conditional Use Permit for a Planned Unit Development for Expansion and Renovation of an Existing Retail Building in the Pine Street Sub -District of the Central Community District (CCD) Applicant: Border Foods, LLC. Mr. Grittman provided an overview of the agenda item to the Planning Commission and the public. The PUD for this site was originally approved to address the shared access to the Americlnn Motel to the south of the Taco Bell parking lot. Americlnn does not have direct access to a public street. The addition of a curb cut along 7t" Street will create a change to Americlnn's access route on site and the applicants have noted that directional signage will be installed to assist. Mr. Grittman noted that in the staff report, condition of approval #1 was not necessary to the approval of the agenda item, due to there being no brick wainscot currently on the exterior of the building. The applicant has also requested to add signage to the existing Americlnn pylon sign. It is required that the sign is installed at a height no greater than 32 feet to maintain code compliance. Commissioner Andrew Tapper noted that it is a benefit to the site that the original curb cut remain the same width. Commissioner Eric Hagen asked for clarification on how the double drive-thru lanes will reduce stacking at the entrance to Americlnn. Mr. Grittman deferred to the applicant. Councilmember Gabler asked if the lighting plan is anticipated to change. Mr. Grittman clarified that it is expected to say the same. Mr. Grittman confirmed. Mr. Konsor opened the public hearing portion of the agenda item. Public Comment Brian Davies of 13489 182nd Ave NW, Elk River, MN and representing the applicant, Border Foods, Inc., addressed the Planning Commissioners and the public. Mr. Davies clarified the question of how the proposed drive-thru scenario will resolve the intermittent blocking of the Americlnn access on site by being able to stack 6 vehicles behind the menu board before vehicles block the access. Currently, four vehicles in line to order will block access. Mr. Tapper asked how many parking spaces will be on site compared to the required amount of parking spaces. Mr. Grittman mentioned they are roughly 4- 5 spots above the minimum number required. Mr. Konsor closed the public hearing portion of the agenda item. ANDREW TAPPER MOVED TO ADOPT RESOLUTION NO. PC -2022-031, RECOMMENDING APPROVAL OF AN AMENDMENT TO A CONDITIONAL USE PERMIT FOR PLANNED UNIT DEVELOPMENT FOR AN EXPANSION TO TACO BELL RESTAURANT IN THE CCD, BASED ON THE FINDINGS IN SAID RESOLUTION AND SUBJECT TO THE CONDITIONS IN EXHIBIT Z WITH THE EXCEPTION OF CONDITION #1 IN SAID EXHIBIT. ALISON ZIMPFER SECONDED THE MOTION. MOTION CARRIED UNANIMOUSLY, 5-0. EXHIBIT Z Conditions of Approval Amendment to Conditional Use Permit for PUD 124 East 7th Street, 118 East 7th Street PID: 155-010-003060,155-010-003040 1. Applicants verify maximum height of freestanding sign installation at no more than 32 feet from average grade. 2. Applicants continue to work with staff on directional signage to ensure proper site circulation. 3. Further modifications to site circulation or access may require approval of a new amendment to the CUP/PUD. 4. Applicants verify execution of any required modifications of cross access agreements with the Americlnn property as needed. 5. Compliance with the terms of the City's Engineering Staff letter dated April 22, 2022. 6. Compliance with the terms of the City Fire Marshal's letter. 7. Comments and recommendations of other Staff and Planning Commission. C. Consideration of Rezoning to a Planned Unit Development, Development Stage Planned Unit Development and Preliminary Plat of Block 52 First Addition, a Proposed Mixed -Use Development (87 Residential Apartment Units and Approximately 30,000 Sq Ft of Commercial Office and Retail Use) in the Broadway and Riverfront Sub -Districts in the Central Community District CCD Applicant: Mark Buchholz Mr. Grittman provided an overview of the agenda item to the Planning Commission and the public. The mixed-use development will provide access points on the block from Walnut Street and River Street. The Planned Unit Development process is required for this proposal partly due to the height of the building, as well as the shared access through the public parking areas. Three buildings on the block will remain following the redevelopment of the block, all located on the South/Southeast of the block along Broadway Street and Walnut Street. Mr. Konsor asked if staff could detail the development process of this project and the meetings held prior to the public hearing. Mr. Grittman noted that roughly 25 years ago, City staff and Monticello's voting bodies began work on a downtown revitalization plan. More recently, the City adopted a Downtown Small Area Plan, with focus on the future of the blocks located in the downtown of Monticello. That plan included a number of public meetings and workshops, including those with the property owners and businesses in the downtown. Mr. Konsor asked for clarification on the redevelopment area on Block 52 and the buildings that will remain. Mr. Grittman clarified on the aerial image provided in the agenda packet which three buildings will remain. Mr. Konsor asked how traffic will flow in the site itself where the surface parking is. Mr. Grittman said with no direct access to Broadway Street and Highway 25 will help reduce the potential congestion in the area. The reconnection of Walnut Street and River Street will better the flow of traffic by tenants and residents on the block. Mr. Konsor asked if this will project will affect the current traffic on Broadway Street and TH 25. Mr. Grittman clarified that the project eliminates the only internal access to the block from Highway 25. There currently is no access to the inside of the block from Broadway Street. Mr. Konsor asked for clarification on the height of the building and if the maximum height will exceed currently permitted heights in the City's Zoning Ordinance. Mr. Grittman mentioned that the currently permitted maximum height is 50 feet. The proposed building would have a maximum height of 75 feet and the request to rezone to PUD would allow that flexibility. Community Development Director clarified that the buildings tallest point is 75 feet at the corner of Broadway Street and Highway 25. As the building goes North on Highway 25 and West on Broadway Street, the building tiers down. Public Comment Tom Sipe, 204 Front Street, Monticello, MN 55362, though in favor of the redevelopment project, expressed concerns about the added traffic to River Street and Front Street, and wanted to make note that it should be a consideration as part of the redevelopment. Mr. Sipe also expressed concerns regarding the height of the building. Public Comment Sarah Certa, 236 W Broadway Street, Monticello, MN 55362, noted that some business owners in the downtown area felt they had been left out of the discussions relevant to the redevelopment of the block. She stated she was neutral on the current proposal but expressed interest in incorporating more historical relevance related to Monticello's downtown history. Ms. Gabler noted that the historical aspect of Monticello's downtown can be incorporated into not only the redevelopment project, but the public improvements in the area as well. Mr. Hagen noted there was a public meeting held between the City Council, Planning Commission and the developers of the proposal, where they and members of the public provided feedback on the initial proposal. Mr. Hagen agreed that incorporating more of Monticello's history in the proposed project can be accomplished in many ways. Public Comment Chris Block, 201 W Broadway Street, Monticello, MN 55362, expressed concerns on parking and how that will affect the surrounding community. He noted that there are 87 apartment units and roughly 83 underground parking spaces. He also noted that traffic on Broadway is currently congested and expressed concerns about how difficult it is to make certain turns in that area. Mr. Grittman said that the total amount of surface parking required for the residential units is roughly 70 spaces. He also briefly reviewed the commercial parking calculations included in the staff report. He stated that the joint or shared parking in mixed-use developments between residential parking and commercial/retail parking can be successful as the peak use of each is different at different times of the day. Mr. Tapper said the parking numbers are close on this proposal, but it is not unmanageable, and agreed that the traffic downtown is an issue and will continue to be. Improvements to the intersection of Broadway Street and Highway 25 would be a future discussion. Ms. Schumann noted that a condition of approval for this agenda item is directly related to the developer creating a management plan for the surface parking on site. There will also be a cross access agreement for all surface parking on the block between the developer and the City. Public Comment Andy Schoenleben, 5972 1401h St NW, Clearwater, MN 55320, expressed concerns of the height of the proposed building and the loss of town history if the existing buildings were demolished. Mr. Konsor said that the Planning Commission and staff are opened to suggestions to incorporate more of downtown's history into the redevelopment of the block. Mr. Schoenleben expressed interest in restoring the existing buildings along Broadway Street. Ms. Gabler said the EDA does have a program in place to improve the facades of buildings in certain areas of downtown and explained the difficulty of maintaining buildings that continue to have issues. Commissioner Zimpfer left the meeting at 8:13 p.m., leaving 4 voting commissioners present. Public Comment Dan Lemm, 8 Linn Street, Monticello, MN 55362, expressed great interest in the project and hoped it continued to move forward. Mr. Lemm agreed the buildings on the block hold a lot of history, but the attempt to revitalize them is a difficult task based on their quality. Public Comment Mark Buchholz, applicant and president of Deephaven Development LLC., addressed the Planning Commission and the public. He stated that the feedback provided was appreciated and will be included in future consideration of the redevelopment. Mr. Buchholz mentioned there had been discussions with the architect when this project began about incorporating architectural designs that reflect the history of downtown Monticello. He also addressed the parking concerns and how that will also affect the tenants of the building. Signage on site describing the history of the block has also been a topic of discussion with City staff. Public Comment Art Anecki, 2411 Cardinal Way, Buffalo, MN 55313, asked about financial assistance for improving facades of buildings on Block 35 directly to the South of the redevelopment. Ms. Schumann said that the EDA currently has the Fagade Improvement Grant Program for the buildings on Block 35 and the buildings to remain on Block 52. The grant program offers $50,000 to complete facade improvements. There are certain guidelines to the grant applicant such as acquiring two quotes for the facade improvements requested. City staff is available to provide more information on the program. Ms. Schumann mentioned staff received 3 write-in public comments, related to the height of the building and number of multi -family residential units in Monticello. These comments have been included in the agenda both at the meeting, as well as on the City's website. Mr. Konsor closed the public hearing portion of the agenda item. ANDREW TAPPER MOVED TO ADOPT RESOLUTION NO. PC 2022-32, RECOMMENDING APPROVAL OF REZONING OF PROPERTY LEGALLY DESCRIBED IN THE CERTIFICATE OF SURVEY, EXHIBIT H, TO BLOCK 52 FIRST ADDITION, CONTINGENT UPON FINAL PLAT AND FINAL STAGE PUD APPROVAL, PAUL KONSOR SECONDED THE MOTION. MOTION CARRIED UNANIMOUSLY, 4-0. ANDREW TAPPER MOVED TO ADOPT RESOLUTION NO. PC 2022-33, RECOMMENDING APPROVAL OF THE PRELIMINARY PLAT FOR BLOCK 52 FIRST ADDITION, BASED ON THE FINDINGS IN SAID RESOLUTION AND SUBJECTTO THE CONDITIONS IN EXHIBIT Z. ANDREW TAPPER MOVED TO ADOPT RESOLUTION PC NO. 2022-34 RECOMMENDING APPROVAL OF THE DEVELOPMENT STAGE PLANNED UNIT DEVELOPMENT FOR BLOCK 52 FIRST ADDITION, BASED ON THE FINDINGS IN SAID RESOLUTION AND SUBJEC TO THE CONDITIONS IN EXHIBIT Z. PAUL KONSOR SECONDED THE MOTION. MOTION CARRIED UNANIMOUSLY, 4-0. EXHIBIT Z Conditions of Approval Block 52 First Addition Preliminary Plat and Development Stage PUD PID #'s: 155-010-052031; 155-010-052060; 155-010-052070; 155-010-052071; 155-010-052090; 155-010-052101; 155-010-052102; 155-010-052110; 155-010-052120; 155-010-052131; 155-010-052132; 155-010-052140; 155-010-052150 1. Approval of the preliminary plat for Block 52 First Addition shall be conditioned on the approval of the development stage PUD. 2. Approval of the development stage PUD for Block 52 First Addition shall be conditioned on the approval of the preliminary plat. 3. The preliminary plat be modified to create a separate lot for purposes of retaining City ownership of the parking and access route through site with a cross -access and parking easement for both private and public use as part of the PUD. Such easement shall be subject to review and approval by the City. Public cross -access and parking will also be required for the parking areas which are to be conveyed to the developer. 4. Easement -related issues shall be subject to review and approval by the City Engineer and City Attorney. 5. Park dedication requirements of the City shall be satisfied. 6. Commercial uses in the proposed mixed-use building shall be limited to permitted and conditional uses allowed within the CCD, Central Community District. Additionally ground floor commercial uses along Broadway shall accommodate office uses on the street level, an element of flexibility from the Downtown Small Area Plan. 7. City Officials provide feedback to the applicant regarding the desirability of balconies along Pine Street. 8. The comments of MnDOT and Wright County shall be satisfied. If such comments require amendment to the proposed preliminary plat or development stage PUD, the developer shall address these with a complete set of plans with the Final Stage PUD and Final Plat application. 9. The project site and building elements shall be subject to the following requirements: a. Authentic brick is to be used on the building. b. The building design elevations shall be revised to incorporate a red, or red -based color (such that gray is not the dominant building color), similar to that of the original concept rendering. c. Where exterior wall -mounted utility meters are utilized, they be shall screened from view with materials complementary to the building design. d. Color and stamping shall be applied to concrete retaining walls throughout the project. e. Embed City entrance sign into retaining wall. f. Work with City to create an historical sign location. g. Parking lot lighting and fixtures should match the City's lighting theme. h. Underground parking spaces must be included in rent structure for units to support full utilization of facility. i. Add downcast lighting under canopies and overhang, or other locations that feature the building and deemphasize the light source. j. Raised planters shall be used for shrubs and perennials which are located at the corner at Broadway and Pine Street. k. Cornice and parapet treatments on the two building wings shall be modified/expanded to be more distinct and reflect the designs shown in the concept rendering. I. Brick sills and detailing shall be provided on all walls and surfaces and building wall articulation preserves the shadowing and interest of the concept rendering. m. A covering over a portion of the outdoor restaurant patio be provided (to avoid direct weather and residential balcony exposure). n. Freestanding planters shall be integrated in exterior hardscape areas. o. The stairway located at corner of River Street and Pine Street shall be changed to an accessible ramp. This may be developed in the rights of way to maximize accessible opportunities and maintain public and private uses. p. Additional screening fencing shall be provided along the Pine Street and River Street corner (possibly a mesh fence material) to limit exposure from restaurant patio to street traffic. q. An architecturally appropriate patio railing shall be provided, a detail of which shall be provided to the City for review and approval. r. Rooftop mechanical equipment, if provided, shall be screened from view in compliance with Ordinance requirements. 10. The project signage shall be subject to the following requirements: a. Wall signage that consists of channel -letter style signage, individually mounted and lit letters, or similar style, prohibiting box or painted panel signage. b. Clarification and detail of the projecting sign identifying the complex. c. Work with the City embed the Monticello city entrance sign into the retaining wall at the corner of River and Pine. d. Work with the City to develop an historical marker sign in the public spaces along the project. e. Sign plans, with dimensions, shall be reviewed and approved by the City for each tenant space and shall be limited to no more than 15% of wall area for each tenant space Window signage for commercial space shall be limited to no more than 40% of any window panel. 11. To improve vehicle circulation in the surface parking lot, the southernmost parking stalls within the western north -south row of parking shall be converted to more direct access and which includes an appropriate vehicle turning radius. 12. The applicant shall provide a parking management plan which specifies how overlap period parking issues will be addressed. 13. All proposed boulevard plantings shall be subject to review and approval by the City to ensure salt tolerance. 14. Additional landscaping recommendations are as follows: a. Change the Broadway Street trees to Honey locust, matching the theme planting currently in place throughout the downtown area. The City would require planting wells and/or pervious tree boxes to avoid root growth interference with the sidewalk paving. b. Remove the eastern -most proposed overstory trees along River Street to avoid screening the views of the park and river from the restaurant and lower -level residential units. c. Add more shrub plantings throughout the project, supplementing (or replacing) the current perennial plantings to develop a more robust year-round planting palette. These may include additional evergreen shrubs and/or deciduous shrubs with winter features (color/fruit, etc.). This includes an enhanced planting plan for the green space adjacent to the westerly portion of the building. d. Specify alternative pavements in the pedestrian areas to avoid flat grey concrete and/or asphalt surface. This should include a pedestrian path to each of the streets through the parking areas reinforcing the building sidewalks to those street connections. e. Add a usable patio feature to the central open space in the parking area (currently shown as all lawn grass), and some additional shrub/perennial planting to make this space an attractive outdoor seating area, including the opportunity for public art. 15. The parking lot layout shown on the submitted lighting plan shall be modified to match the layout on the site plan. 16. Decorative lighting provided within the westerly green space. 17. Building drains designed to avoid exiting over public sidewalks. 18. An internal site is located for pet activity. 19. The trash enclosure shall be finished in the same brick as that used on the principal building with coated steel gate. 20. Issues related to grading, drainage and utilities shall be subject to comment and recommendation by the City Engineer. 21. Comments from Fire Chief. 22. Compliance with the terms of the City's Engineering Staff letter dated April 28, 2022. 23. Comments and recommendations of other Staff and Planning Commission. D. Consideration of an Amendment to the Monticello Zoning Ordinance for the Retail Service Uses Including but Not Limited to Definition, Zoning Districts and Standards Applicant: City of Monticello Ms. Schumann provided an overview of the agenda item to the Planning Commission and the public. Staff recommended tabling action on the item and continuing the public hearing to the next regular scheduled meeting. Mr. Konsor opened the public hearing portion of the agenda item. Mr. Konsor closed the public hearing portion of the agenda item. PAUL KONSOR MOVED TO TABLE ACTION ON RESOLUTION NO. PC 2022-035, REGARDING A REQUEST FOR AN AMENDMENT TO THE MONTICELLO ZONING ORDINANCE FOR THE RETAIL SERVICE USES INCLUDING BUT NOT LIMITED TO DEFINITION, ZONING DISTRICTS AND STANDARDS AND CONTINUE THE PUBLIC HEARING TO JUNE 7, 2022. TERI LEHNER SECONDED THE MOTION. MOTION CARRIED UNANIMOUSLY, 4-0. 3. Reeular Aeenda A. Consideration of Adopting Resolution PC -2022-036, a Resolution Concerning a Proposed Tax Increment Financing District and the Conveyance of Land Therein is Consistent with the City of Monticello Comprehensive Plan (Monticello 2040 Vision + Plan) Ms. Schumann provided an overview of the agenda item to the Planning Commission and the public. The proposed Tax Increment Financing (TIF) district would include 13 parcels on Block 52 in the downtown area. The TIF district will assist with financing the proposed redevelopment of the block. A portion of the property to be included in the TIF district will be conveyed from the City and the Monticello EDA to the developer of the proposed project. The TIF district also includes Walnut Street, River Street and portions of Broadway Street and Highway 25 to assist with public improvements in those areas. PAUL KONSOR MOVED TO ADOPT RESOLUTION PC -2022-36, CONCERNING A PROPOSED TAX INCREMENT FINANCING DISTRICT AND CONVEYANCE OF THE LAND THEREIN IS CONSISTENT WITH THE CITY OF MONTICELLO COMPREHENSIVE PLAN. TERI LEHNER SECONDED THE MOTION. MOTION CARRIED UNANIMOUSLY, 4-0. B. Community Development Director's Report Ms. Schumann provided an overview of the agenda item to the planning commission and the public. 4. Added Items None 5. Adjournment ANDREW TAPPER MOVED TO ADJOURN THE REGULAR MEETING OF THE MONTICELLO PLANNING COMMISSION. TERI LEHNER SECONDED THE MOTION. MOTION CARRIED UNANIMOUSLY, 4-0. MEETING ADJOURNED AT 8:42 P.M. MINUTES WORKSHOP MEETING - MONTICELLO PLANNING COMMISSION Wednesday, May 18, 2022 — 4:30 p.m. Mississippi Room, Monticello Community Center Councilmembers Present: Mayor Lloyd Hilgart, Charlotte Gabler, Jim Davidson, Bill Fair Commissioners Present: Paul Konsor, Andrew Tapper Staff Present: Angela Schumann, Steve Grittman (NAC), Jim Thares, Hayden Stensgard, Ron Hackenmueller 1. General Business A. Call to Order Mayor Lloyd Hilgart called the workshop meeting to order at 4:32 p.m. A quorum of the City Council was present with the absence of Planning Commission quorum. 2. Discussion on Existing and Future Industrial Land Use Community Development Director Angela Schumann provided an overview of the agenda item and presented on current land industrial inventory within the City of Monticello. She also explained the economic development assistance programs currently provided by the City, EDA as well as the State of Minnesota. Ms. Schumann introduced presenters Andrew Dresdner and Mike Thompson of Bolton & Menk. Bolton & Menk has been tasked with providing the City with an Industrial Land Feasibility Study related to the future decommissioning of Xcel Energy Nuclear Generating Plant located in Monticello. The feasibility study is a component of the Community Energy Transition grant awarded to the City of Monticello in the Fall of 2021 by the State of Minnesota. Andrew Dresdner and Mike Thompson presented on the Industrial Land Feasibility Study prepared for the City of Monticello and its future growth areas for Industrial land. A main purpose for the study included addressing the dynamics and opportunities on industrial land uses in Monticello as well the land in the study areas itself. Both the East and Northwest areas of study were roughly 1,300 acres. Mr. Dresdner detailed scenario -based solutions to the northwestern area of study including a future interchange location, as well as without an interchange in the area with cost analysis related to each scenario. Mr. Thompson detailed the scenarios related to East area of study paired with cost analysis as well. Mr. Dresdner and Mr. Thompson provided recommendations for moving forward on both sites based on the research and analysis work completed by Bolton and Menk staff, with the Northwest Area being the primary priority. No action was taken on the agenda item. 3. Adjournment Planning Commission Agenda - 06/07/2022 2A. Public Hearing - Consideration of a request for a Development Stage Planned Unit Development for Headwaters West Apartments, a Proposed 102 -unit Multi -Family (Senior -restricted) Development in the R-3, Medium Density Residential District. Applicant: Headwaters Development, LLC. Prepared by: Northwest Associated Meeting Date: Council Date (pending Consultants (NAC) Commission action): 06/07/2022 06/27/22 Additional Analysis by: Community Development Director, Chief Building and Zoning Official, Community & Economic Development Coordinator, Project Engineer, Fire Marshal ALTERNATIVE ACTIONS Decision 1: Consideration of a Development Stage PUD 1. Motion to adopt Resolution No. PC -2022-037, recommending approval of a Development Stage Planned Unit Development for Headwaters West Apartments, a Proposed 102 -unit Multi -Family (Senior -Restricted) Development, based on findings in said resolution and subject to the conditions of Exhibit Z. 2. Motion to deny the adoption of Resolution No. PC 2022-037 recommending approval of a Development Stage Planned Unit Development for Headwaters West Apartments, a Proposed 102 -unit Multi -Family (Senior -Restricted) Development, based on findings to be made by the Planning Commission. 3. Motion to table action on Resolution No. PC -2022-037 for additional information as directed by the Planning Commission. REFERENCE AND BACKGROUND Property: Legal Description: Outlot A, Country Club Manor PID #: 155033900010 Planning Case Number: 2022-023 Request(s): A. Development Stage Planned Unit Development Deadline for Decision: July 15, 2022 (60 -day deadline) September 14, 2022 (120 -day deadline) Land Use Designation: Mixed Density Residential 1 Planning Commission Agenda - 06/07/2022 Zoning Designation: R-3, Medium Density Residence District Overlays/Environmental Regulations Applicable: NA Current Site Uses: Vacant Surrounding Land Uses: North: Monticello Country Club, Single Family Residential and Multiple Family Residential (A-0 & R-2) East: Single Family Residential South: Twin -home Development (in process) West: Interstate 94 Project Description: The subject site is located south of County Road 39 and east of Interstate 94 and overlays approximately 4.6 acres of land. The parcel is a part of the preliminary plat of Country Club Manor First Addition that established the first phase of this project, which consists of 60 units of twin homes just south/east of the subject parcel. Phase 1, previously considered, overlays the southern 11.5 acres of land and consists of 60 dwelling units in 30 twinhome buildings. The multiple family building proposed in this second phase would also be independent living senior housing. The proposed multi -family building is to be accessed in two locations, including a direct access from 7t" Street near the main entrance of the building, and a second access point from the new street being developed with the twin homes. Phase 2 of the project is located in the northwest corner of the site adjacent to County 39 (Golf Course Road) on its northern boundary. 2 Planning Commission Agenda - 06/07/2022 ANALYSIS: Land Use: The City's Land Use Plan, as included in the Monticello 2040 Comprehensive Plan, directs "Mixed Density Residential" use of the subject site. The "Mixed -Density Residential" designation encourages a wide range of housing types, densities and residential development between 8-25 dwelling units per acre. The Comprehensive Plan also promotes compatible land use relationships and suggests that adjacent land uses may influence appropriate densities. In this regard, the Plan states the following: The broad density range promotes a wide variety of housing types including small lot single-family, apartments, condominiums, and townhomes. This designation may be allowed in proximity to other medium to high density residential areas, however the nature and concentration of existing residential uses shall be carefully considered to avoid an over concentration of these uses. For example, there may be some locations more appropriate for small -lot single family development, and others where a four- story multi family building is the best choice. This will be determined by the parcel size, surrounding land uses, and the existing form and scale of the neighborhood. In locations where the Mixed -Density Residential designation is applied adjacent to the low-density residential uses, new residential development should be of similar mass, scale and architectural character to existing neighborhoods. Planning Commission Agenda - 06/07/2022 Together, Phases 1 and 2 of the project total 162 units, on 16.7 acres of land, a project density of just under 10 units per acre, within the range anticipated by the Comprehensive Plan. PUD Zoning: The project requires a planned unit development (PUD), accomplished by establishment of a PUD Zoning District applicable to the subject site. The PUD accommodates the averaged density between the multi -family and twinhome sites. Specific to the multi -family component of the project, the PUD accommodates the unit square footages within the multi- family building and the parking plan for the site. The overall PUD District zoning was considered as a part of the original twinhome application and was recommended for approval by the Planning Commission. The proposed multi -family building requires a separate development stage PUD consideration under the PUD district. While the project appears to be well-designed and consistent with the City's requirements for PUD consideration, Planning Staff recommends the following to fulfill the purposes of PUD: 1. More extensive landscaping. The current plan establishes an attractive front landscape facing the local roadways but has little or no treatment of the freeway - facing lot area. This space should be addressed as far as opportunities for usable areas, as well as visual impression. 2. The front (north and east) sides of the building include an extensive brick/stone treatment along the based elevation, as well as postwork on the corner architectural feature. No such brickwork is shown on the freeway side, which will be highly exposed. Additional brick/stone on this exposure would support the use of PUD in this area. 3. In addition to the landscaping comments on the freeway side, a continuous accessible path should be considered that would be usable as a pedestrian space, and also for fire protection access. Under the current plan, fire access would terminate at both building corners, making some firefighting access and operations problematic. This recommendation is subject to the comments of the Fire Chief. 4. Enhanced pedestrian circulation to the south, extending into the twinhome area and to the open spaces reserved at the south end of the development. The pedestrian system should be designed to accommodate extensive use by the independent living seniors populating this project. The preceding items will be discussed in detail in latter sections of this report. Preliminary Plat: Access and Streets. The preliminary plat of County Club Manor First Addition was approved on May 23, 2022 by the City Council. The preliminary plat established the proposed lot for the multi -family building. The plat was reviewed for comment by both MnDOT and Wright County. The comments of both agencies are included for reference. 4 Planning Commission Agenda - 06/07/2022 With this application, the applicants' site plan proposes a new access point from 7t" Street specifically for this project. While the property includes access to the new street to the south as well, staff believes that the additional access to 7t" Street will serve the main entrance to the facility, and also accommodate emergency vehicle access more effectively than if the only access were from the new street. This comment is made in concert with the fire access/pathway suggested to circle the west side of the structure noted in this report, with the understanding that the applicant and Fire Chief will continue to evaluate fire access and code requirements. Setbacks. The proposed building meets or exceeds all setbacks that would be applicable in the comparable R-4 zoning district. Those setbacks impose additional requirements for front and side exposures, including limitations on the extent and percentage of paved/parking areas, as well as the setbacks to both building and parking lot spaces. Park Dedication. No new park land is included in the proposed subdivision. The Parks and Recreation Commission has recommended that no land dedication be required as a part of this subdivision. Instead, a cash payment in lieu of land according to the City's schedule would be required. Grading, Drainage and Utilities. Issues related to grading, drainage and utilities are subject to comment and recommendation by the City Engineer. Development Stage PUD: Off -Street Parking. The proposal includes a parking garage below the building living spaces at ground level. The garage contains a total of 62 spaces. The surface parking lot is shown at 100 spaces, a total of 162 spaces overall, or a ratio of approximately 1.6 spaces per unit. The zoning ordinance allows for a parking ratio of as little 1 space per unit. The R-4 general standards include a requirement for up to 2.25 spaces per unit, with a covered requirement equal to 1 space per unit and a maximum uncovered allowance of no more than 1.1 spaces per unit. Under the PUD, this project falls within the general standard for senior housing, but is lower than the R-4 covered space requirement. The building unit allocation includes 24 2 -bedroom units, 70 1 -bedroom units, and 8 studios, a total bedroom count of 126 bedrooms. This yields a parking supply of approximately 1.3 parking spaces per bedroom, which is typically sufficient for general market -rate family apartments. It should be more so for senior apartments as proposed. However, the applicant's request for PUD would include flexibility on the number of covered spaces, which is just under 40% of the total space count. 5 Planning Commission Agenda - 06/07/2022 Pedestrian Circulation. The submitted site plan calls for the construction of a 10 -foot -wide bituminous trail within the 7t" Street West right-of-way. Additionally, six -foot -wide concrete sidewalks are proposed along the front of the parking lot area. No direct connections to the sidewalk along Tee Box Trail (the new street, nor the pathway along 7t" Street, are shown on the plan. Staff would encourage a requirement for both connections to facilitate access from this facility to the surrounding pedestrian system. Moreover, no landscape or pedestrian amenities are shown on the west side of the building's open space area. Because additional fire access routing is suggested in this area (due to the lack of turn -around space for vehicles as designed), such a route could be combined with a 12 - foot wide pedestrian loop around the west side of the building, widened in a few locations to provide for fire -fighting equipment as suggested by the fire department. Landscaping. The submitted landscape plan calls for the planting of a significant amount of tree, shrub, and perennial plantings along the north and east sides of the building. However, the west side is notably lacking in any landscaped or open space treatment beyond that shown for foundation planting and along the berm. This space should be significantly enhanced to support the use of PUD in this project, addressing both the opportunities for outdoor use (patio and pedestrian space), as well as attention to noise attenuation for uses in this area. Finish Materials. The proposed plan shows a mix of cultured stone veneer on lower levels of the east and north facing exposures, as well as lapped and panel siding on upper floors. The elevations note fiber -cement trim, but do not appear to reference the siding material. The applicant has verbally indicated that the siding will be fiber cement. Staff recommends fiber cement (or LP composite) siding, notation presuming that this is the intent from the note and verbal comment. On the rear (west) side, no stone veneer is shown. Staff would recommend additional stone veneer treatment on this side, due to the significant visual exposure of the building to the freeway. Additional roofline variation and/or enhancement of the rear inside building corner to enhance the west view of the building is also recommended. Lighting. A lighting plan has been included in the submitted plan set and appears to be consistent with the City's requirements. Trash/Recycling. It is not clear from the plans whether trash and recycling are intended to be handled in the garage, although space appears to be available for that purposed. No exterior trash handling is shown on the site plan. Staff would recommend the interior trash receptacles, and the plans should be notated to reflect this recommendation. 0 Planning Commission Agenda - 06/07/2022 Signage. The applicant has not provided specific monumentation signage at this point. The applicant shall provide all details for any site signage with the Final Stage PUD. Any new signage shall be subject to sign permit. STAFF RECOMMENDED ACTION Planning Staff recommends approval of the Development Stage PUD for Headwaters West, with the conditions noted in Exhibit Z, and as referenced in the accompanying resolution. The project is consistent with the Monticello 2040 land use plan and provides an appropriate level of transition in densities and unit styles for the existing and proposed land uses in the area. The parcel is guided Mixed -Density Residential in the Monticello 2040 Plan. This designation "Applies to areas of the City where mixed housing types and medium to high density housing are appropriate. Housing types could include attached housing such as apartments, townhomes, condominiums and multi -family buildings." With a mix of unit types and a gross density of 10 units/acre, this project is well within the guidance and density allowance. The project is also consistent with the Monticello 2040 goal encouraging Complete Neighborhoods/Neighborhood Diversity & Life -Cycle Housing, specifically providing for needed senior living. The need for senior housing was identified in the City's 2020 Housing Study. Further, the Implementation chapter of the 2040 Plan suggests locating new "higher density housing and mixed-use development in proximity to Downtown where there is good access to parks and open space, proximity to local -serving commercial uses, and proximity to the transportation network. Consider impacts to over concentration of multi -family uses in specific locations." This project is located close to the core of the community and is an ideal location in terms of proximity to amenities and commercial for the targeted senior demographic. SUPPORTING DATA A. Resolution PC -2022-037, Development Stage PUD B. Aerial Image C. Applicant Narrative D. Civil Plans, dated May 9, 2022, Including: a. Existing Conditions Plan b. Removals Plan c. Civil Site Plan d. Grading Plan e. Utility Plan f. Erosion Control Plan E. Building Rendering and Elevation F. Floor Plans G. Landscape Plan 7 Planning Commission Agenda - 06/07/2022 H. Lighting Plan I. Traffic Study J. 2020 Housing Study Excerpts K. Monticello 2040 Comp Plan Excerpts L. City Engineer's Letter, dated June 2, 2022 M. MnDOT Letter, dated, April 8, 2022 N. Wright County Letter, dated April 1, 2022 O. Public Comment Submitted May 31, 2022 P. Letter from City Engineer, dated June 3, 2022 Q. Elevations —1-94 View R. Monticello Renderings Revised Z. Conditions of Approval 0 Planning Commission Agenda - 06/07/2022 EXHIBIT Z Conditions of Approval Headwaters West Development Stage PUD (Phase 2, Multiple Family Structure) 1. Additional pedestrian access is provided to include a looped trail around the building (combined with a fire access route as necessary), and direct sidewalk access to both 711 Street and Tee Box Trail. 2. Additions to the site and landscaping plans, particularly along the west side of the building in accordance with the requirements in this report. 3. Fiber -cement siding as noted in this report shall be used as primary siding finish materials in support of the proposed and recommended stone veneer. 4. Consideration should be given to modifying the building materials to include stone veneer on the west building exposure. 5. Additional roofline variation and/or enhancement of the rear inside building corner to enhance the west view of the building. 6. Individual trash containers shall be stored within the garage. 7. Any new signage shall be subject to review at Final Stage PUD. 8. Compliance with the terms of the City's Engineering Staff letter dated 9. Comments and recommendations of other Staff and Planning Commission. 0 CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2022-037 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF MONTICELLO RECOMMENDING APPROVAL OF A DEVELOPMENT STAGE PUD FOR A MULTI -FAMILY RESIDENTIAL BUILDING IN THE R-3, MEDIUM DENSITY RESIDENTIAL DISTRICT PID: 155-033-900010 WHEREAS, the applicant proposes a multi -family residential project on the above captioned parcel in the R-3, Medium Density Residential District; and WHEREAS, the applicant has submitted a request to plat the property to accommodate said use in cooperation with the City of Monticello and its EDA; and WHEREAS, the applicant proposes to develop the property for residential multi -family uses, consistent with the economic development goals of the city for the described property; and WHEREAS, the site is guided for Mixed Density Residential in the City's Comprehensive Plan; and WHEREAS, the site is further being considered for rezoning to PUD, Planned Unit Development District which would control the uses and site development requirements on the property; and WHEREAS, the proposed plat and Development Stage PUD, along with the adjoining two- family home project by the same developer, are consistent with the long-term use and development of the property for mixed density residential uses; and WHEREAS, the Planning Commission held a public hearing on June 7, 2022 on the application and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the Planning Commission has considered all of the comments and the staff report, which are incorporated by reference into the resolution; and WHEREAS, the Planning Commission of the City of Monticello makes the following Findings of Fact in relation to the recommendation of approval: The PUD provides an appropriate means of furthering the intent of the Comprehensive Plan for the site by putting proposed buildings to uses and architecture which are consistent with the goals and objectives of the Monticello Comprehensive Plan. CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2022-037 2. The proposed improvements on the site under the PUD are consistent with the needs of the development in this location, long guided and zoned for residential use. 3. The improvements will have expected impacts on public services, including sewer, water, stormwater treatment, and traffic which have been planned to serve the property for the development as proposed. 4. The improvements on the site facilitate appropriate development of the subject property and are consistent with the objectives of the City's Comprehensive Plan through its EDA and other agencies. 5. The PUD flexibility for the project, including managed public street access, structured parking, and affordable senior residential development, are consistent with the intent of the City's economic development objectives, including its recent Housing Study, as well as with the intent of the PUD zoning regulations. NOW, THEREFORE, BE IT RESOLVED, by the Planning Commission of the City of Monticello, Minnesota, that the Planning Commission hereby recommends that the Monticello City Council approves the Development Stage PUD, subject to the conditions listed in Exhibit Z of the staff report as follows: Additional pedestrian access is provided to include a looped trail around the building (combined with a fire access route as necessary), and direct sidewalk access to both 7th Street and Tee Box Trail. 2. Additions to the site and landscaping plans, particularly along the west side of the building in accordance with the requirements in this report. 3. Fiber -cement siding as noted in this report shall be used as primary siding finish materials in support of the proposed and recommended stone veneer. 4. Consideration should be given to modifying the building materials to include stone veneer on the west building exposure. 5. Additional roofline variation and/or enhancement of the rear inside building corner to enhance the west view of the building. 6. Individual trash containers shall be stored within the garage. 7. Any new signage shall be subject to review at Final Stage PUD. 8. Compliance with the terms of the City's Engineering Staff letter dated June 01, 2022. 9. Comments and recommendations of other Staff and Planning Commission. 2 CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2022-037 ADOPTED this 7t" day of June, 2022, by the Planning Commission of the City of Monticello, Minnesota. Andrew Tapper, Vice -Chair ATTEST: Angela Schumann, Community Development Director 3 nnnn + J 4F� PROJECT NARRATIVE Country Club Manor Golf Course Road & 7t" St W, Monticello, Minnesota Project Team Owner / Developer Headwaters Development 6511 Nez Perce Drive Chanhassen, MN 55317 Contact: Mike Hoagberg Phone: 612 723-3330 Email: mhoagberg@headwatersdevelopment.com Civil Engineer Design Tree Engineering & Land Surveying 21308 John Miless Dr, Suite 104 Rogers, MN 55374 Contact: Michael Gerber Phone: (763) 270-6300 Email: mjg@dte-Is.com General Contractor Delta Modular Construction 7730 Laredo Drive, Suite 446 Chanhassen, MN 55317 Contact: Matt Johnson Phone: 612 760-2072 Email: mj@delta-modular.com Landscape Architect Landform Professional Services 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Contact: Josh Popehn Phone: 612-252-9070 Email: jpopehn@landform.net Architect Plunkett Raysich Architects, LLP 209 South Water Street Milwaukee, WI 53204 Contact: Kevin Broich Phone: 414 359-3060 Email: kbroich@prarch.com Structural Engineer GraEF Engineering 120 South Sixth Street, Suite 1220 Minneapolis, MN 55402 Contact: Shawna Kratsch Phone: 763 898-4185 Email: shawna.kratsch@graef-usa.com Traffic Engineer SRF Consulting Group 3701 Wayzata Blvd, Suite 100 Minneapolis, MN 55416 Contact: Brent Clark Phone: 763-267-6618 Email: bclark@srfconsulting.com PROJECT SITE DATA Parcel Basics The existing site is currently an undeveloped, approximately 16.5 acre parcel. The property is adjoined by Interstate 94 to the west, Golf Course Road to the north, a residential neighborhood to the east, and Monticello Auto Service to the south. PROJECT DEVELOPMENT DATA Program The site will be developed through two separate projects. The first project will include development and construction of 30 single -story twin -homes (60 housing units). The second project will be for a multi -family building with approximately 102 units. The community will be age restricted to 55+. The community will provide affordable housing options by offering 40% of its units to seniors which meet affordability requirements. The multi -family building will be located on the west end of the site; the twin homes will be located on the east end of the site. Total planned residential units on site will be approximately 162. The site will also include sidewalks that connect to the central site circulation as well as the public sidewalk along 7t" Street W. This project expects to create more than $28 million of incremental property value on a site that has been owned by the city for many years and has had essentially no market value. This project also allows the city to capture the value of the land over time, which it has been unable to do until now. Affordability One of the principle objectives of this PUD is to provide affordable senior housing to Monticello. By providing this affordable housing option to the residents of Monticello and surrounding communities, this community allows those seniors to stay in the community they've lived for a long time. They are able to move into a more manageable residence and turn their homes over to a younger generation. This in turn, supports future growth for the city. At least 40% of all units will be considered "affordable" based on 60% AMI levels for Wright County. The project took the housing study completed by the City of Monticello in 2020 into consideration when designing the community, unit mix and rental rates. PUD FLEXIBILITY REQUESTS Monticello zoning for the proposed multi -family is an R-3 Medium Density Residential District. The project takes advantage of the polygon lot, placing a 29,000SF (+/-) footprint on the 4.64 - acre (+/-) lot. Sensitivity to site contours, establishing a presence to anchor the corner, and providing appropriate parking with landscaped buffers have been goals of the project. The site plan is designed to encourage a high density, active environment that is achieved through the flexibility a PUD process allows. Open space setbacks from ROW and building setbacks have been maximized, although some remain non -conforming. Parking requirements and height requirements are also non -conforming and benefit from the PUD flexibility. The unit density has been averaged by combining the townhomes and the 55+ multi -family projects. An R3 district limits density to 14 units per gross acre. The 55+ multi -family, on its own, is 102 units on 4.64 acres +/-. A density of 22 units per gross acre. This is consistent with R4 Medium -High Residence District densities. R-3 & R-4, The Zoning Ordinance for 55+ residential multi -family projects in R3 & R4 requires "accommodations to design and density through PUD process only". Lastly, the PUD also helps this development in that the individual lots do not all abut the existing public street. PROJECT DEVELOPMENT SCHEDULE This project is expected to be constructed in phases. The Twin Home portion of the project is expected to begin late Fall of 2022 and complete in Spring of 2023. The Multi -family portion of the project is expected to begin in the Spring of 2023 and conclude in the Fall of 2023. The common spaces and public improvements around each phase are expected to be completed in the same timeframe. C. 7 DEVELOPMENT PUD PLANS HEADWATERS MULTIFAMILY DEVELOPMENT CR 39 CR 39A. � PROPERTY LOCATION MONTICELLO, MN ■ c J � r CITY OF t _ or MONTICELLO '_j f: + r r Tom+ r; . r rr r. } s.• r- - a - r DTXI ill' dt"� L 0. - - ; T tf-WIA r Lf L r�0 t_-� - T RFU E NORTH INDEX OF SHEETS: C001 COVER SHEET C101 EXISTING CONDITIONS PLAN C102 REMOVALS PLAN C201 CIVIL SITE PLAN C301 GRADING PLAN C401 UTILITY PLAN C501 EROSION CONTROL PLAN C601 CIVIL DETAILS C602 CIVIL DETAILS C603 EROSION CONTROL DETAILS PROJECT CONTACTS OWNER HEADWATERS DEVELOPMENT, LLC MICHAEL HOAGBERG 6511 NEZ PERCE DRIVE CHANHASSEN, MN 55317 EMAIL: mhoagberg@headwatersdevelopment.com CIVIL ENGINEER DESIGN TREE ENGINEERING & LAND SURVEYING MICHAEL J. GERBER 3339 W. ST. GERMAIN STE 250 ST. CLOUD, MN 56301 TEL: 320-227-0203 EMAIL: MJG@dte-Is.com LAND SURVEYOR DESIGN TREE ENGINEERING & LAND SURVEYING JON SCHUETTE 120 17TH AVENUE WEST ALEXANDRIA, MN 56308 TEL: 320-460-7110 EMAIL: JDS@dte-Is.com GENERAL NOTES: 1. TOPOGRAPHIC SURVEY, INCLUDING PROPERTY LINES, LEGAL DESCRIPTION, EXISTING UTILITIES, TOPOGRAPHY WITH SPOT ELEVATIONS AND PHYSICAL FEATURES WAS PROVIDED BY: DESIGN TREE ENGINEERING & LAND SURVEYING 3339 W. ST. GERMAIN ST. SUITE 250 ST. CLOUD, MN 56301 2. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION OF THIS PROJECT DESIG N *TREE engineering + land surveying St. Cloud I Alexandria I Rogers 320-217-5557 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. PRINTED NAME: MICHAEL J. GERBER DATE: 05/09/22 LICENSE #: 56653 HEADWATERS MULTIFAMILY DEVELOPMENT MONTICELLO MONTICELLO, MN THIS DRAWING AND THE INFORMATION THEREIN IS THE PROPERTY OF DESIGN TREE ENGINEERING INC. USE BY THE HOLDER OR DISCLOSURE TO OTHERS WITHOUT THE PERMISSION OF DESIGN TREE ENGINEERING INC. IS PROHIBITED. IT CONTAINS PROPRIETARY AND CONFIDENTIAL INFORMATION OF DESIGN TREE ENGINEERING INC. REPRODUCTION OF THE MATERIAL HEREIN WITHOUT WRITTEN ERMISSION OF DESIGN TREE ENGINEERING INC. VIOLATES THE COPYRIGHT LAWS OF THE UNITED STATES AND WILL SUBJECT THE VIOLATORS TO LEGAL PROSECUTION. COPYRIGHT @ 2022 BY DESIGN TREE ENGINEERING DRAWN BY: RJK CHECKED BY: JEA PROJECT NO.: 00021063 NO. DATE DESCRIPTION 1 05/09/2022 PUD DEVELOPMENT PLANS COVER SHEET DRAWING NO. EX. CB RIM: 951.88 j=\\ INV: 946.93 —�� --------------EX. SAN MH J / / — — \ — — — RIM: 937.64 — i � — �� INV: 921.44 EX. SAN MH - - —951� i — - -- — — _ /\ / i RIM: 937.44 � � �— _---------- --'� -- � � __--- ---- _--- ---- --- � INV N:920.54 '� ----- 950 ��— _--—————— ------ ----- ----- ----- _—_--------_------ ------ --- INV S:920.49 —T — \ ;:5 O�_0111.. /—OJ/�jDc� ���b1En� OH_ —O— —OHS— �T1E�--��OI OH= =0111` OH= =H� ..�1� �� OHc— OH E m OHO OH€ OHO IE —aF 18 CMP / IX �� '-- OHc OHO — OHE OHF T ply—O� ----- /�� X944 943---------- —� —_-- — _---- _—_-- \ % —� J� --942------ ---� ---- / / \ INV: 934.32— NV: 934.27 — ------ ___—� /� ---941----- ----- ___ —__-- ----- 40 --- --- — — ------------ —___---937 / \\ —\ 00 NOTES: 1. EXISTING CONDITIONS & TOPOGRAPHIC INFORMATION PROVIDED BY: DESIGN TREE ENGINEERING & LAND SURVEYING 120 17TH AVENUE W ALEXANDRIA, MN 56308 2. CONTRACTOR SHALL FIELD VERIFY ALL BUILDING DIMENSIONS AND REMOVAL LIMITS PRIOR TO ANY CONSTRUCTION. 3. THE LOCATIONS AND ELEVATIONS OF THE EXISTING UTILITIES SHOWN HEREIN ARE APPROXIMATE. THEY HAVE BEEN PLOTTED FROM AVAILABLE SURVEYS AND/ OR RECORDS. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING LOCATION AND ELEVATION TO ENSURE THAT ANY EXISTING UTILITIES (SHOWN OR NOT SHOWN) ARE NOT DAMAGED DURING CONSTRUCTION. 4. GOPHER STATE ONE CALL DAMAGE PREVENTION SYSTEM FOR BURIED UTILITIES. 1-800-252-1166. I Ij V II \ II I \'9 EX. SAN MH RIM: 935.81 I EX. CB EX. STMH RIM: 934.29 RIMINV E:: 934 930 9 1 � INV: 931.39 II LEGEND \ \ ` \ \ \ ` ` �� \\ \ \ \ \ / 935 — _ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ INV W:930.86 I INV 5:930.76 J i \ \ \ \ ` \ \ \ \ ` `\ `\ \\ \ / / \ \ \ EX. CB HYDRANT WOOD FENCET�\ I / i �J \ \ \ \ \ \ \ \ \ \ / \ RIM: 934.24 S\ INV: 93134 SANITARY MANHOLE CHAINLINK FENCE GATE VALVE x WIRE FENCE \ \ \ \ \ \ \ \ \ Gc BENCHMARK #1 POWER POLE —> —STORM SEWER LINE \ \ \ \ `\ \ \ `\ \ \ \ \ \ \\ / \ \ TOP NUT OF HYDRANT ELEV:936.97 LIGHT POLE SANITARY SEWER LINE ❑ CATCH BASIN WATERMAIN SIGN OHS OVERHEAD ELECTRIC \ EX. SAN MH I * — RIM: 934.83 � ��UNDERGROUNDTELEPHONE \\\\ \\ \\ \\ \\ \\ `\ \\ I \ \ �� I INV: 918.92 DECIDUOUS TREE \ \ \ \ \ \ \ \ \, \ \ \ \ \ \ \ #J* F� UNDERGROUND FIBER \ \ \ \ \ \ \ \ \ \ \ \ I \ % CONIFEROUS TREE UGUNDERGROUND ELECTRIC GA3UNDERGROUND GAS LINE = SHRUB \\\`\ \ \ \ \ \ \ \ UC TIONLIMI��T_�� CONCRETE PAVEMENT \ \ \ \ `\ ` \ \� \ E PROJECT CON:) ONwo � I \ �► \ r\ \ �S; \ _ \ - \ ® PEDESTAL T NHOM _ I \ \ BITUMINOUS PAVEMENT —g34 GUY WIRE \ \ \ \ \ y 33 \ U � AGGREGATE SURFACING \ \ \ \ \ \ \ \ \ \ \� \ � \\\\\ \ \ \\\ \ I\ \ 932 \ \ 7 BOLLARD LANDSCAPING \ \ \ \ \ \ \ \ \ \ \ \ \ \ yJ` © POWER BOX BUILDING `VA A� A V `\ `\ ��� ` 930 / \ T ELECTRIC METER \ \ MONITORING WELL 0 SANITARY SEWER CLEANOUTco \ \ I \ \ \ DESIGN *TREE engineering + land surveying St. Cloud I Alexandria I Rogers 320-217-5557 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. PRINTED NAME: MICHAEL]. GERBER DATE: 05/09/22 LICENSE #: 56653 HEADWATERS MULTIFAMILY DEVELOPMENT MONTICELLO MONTICELLO, MN THIS DRAWING AND THE INFORMATION THEREIN IS THE PROPERTY OF DESIGN TREE ENGINEERING INC. USE BY THE HOLDER OR DISCLOSURE TO OTHERS WITHOUT THE PERMISSION OF DESIGN TREE ENGINEERING INC. IS PROHIBITED. IT CONTAINS PROPRIETARY AND CONFIDENTIAL INFORMATION OF DESIGN TREE ENGINEERING INC. REPRODUCTION OF THE MATERIAL HEREIN WITHOUT WRITTEN ERMISSION OF DESIGN TREE ENGINEERING INC. VIOLATES THE COPYRIGHT LAWS OF THE UNITED STATES AND WILL SUBJECT THE VIOLATORS TO LEGAL PROSECUTION. COPYRIGHT @ 2022 BY DESIGN TREE ENGINEERING DRAWN BY: RIK CHECKED BY: JEA PROJECT NO.: 00021063 NO. DATE DESCRIPTION 1 05/09/2022 PUD DEVELOPMENT PLANS EXISTING CONDITIONS DRAWING NO. C101 --------------- ----�951� / -- ----- --- 950 —--------- --- --- _ --- --- — — — --------- — — —T--'----�/�-- ----------__---- � � __-----_-------____------_ Dc� —'7bIE OHF-�--011 OHc �T1E�--�O OH€ —0111` OHS OR€ OHE OHE- OHE- OHS IES -SFE /Oj ��C'J _ i� OH= —�OiIE OHE —OHE OHF— ..lid OH€— — _9H`_-_—OHE T OHE m e� //✓ — — — — — — — — — — — — — — — — _ — — _ — — / / — — — OH ol�—_--- /944 943---------- —� --- --- ------ ----- % —� -� - I oviE� 942--- ---- r --- ----- ---- / / \ v 941— - -------------- ---__/ — — 940 3g —___—_----------- - — 1 — --- ---_— g-938937 —D, ------ v - / \ f / v 1 / 5 /X /\ \ 1 - 9`10 \ \ \ \ \ \ \ \ 2 / ;n )QK4 \\ \ \ 9��\\ \ \ \ \ - \\\\ 2 \\ 1 \ \ 935 \\ \ \ \ \ \ \ \9\ \\\ \ \ \ \ \ \ \ \ \ \ \ \\\ \ \ \ \ \ \ \\ \\ \ \ \ \ REMOVALS LEGEND = CURB REMOVAL \\\\ \ \ \\ \\ \\\\ \\\\\\\ \I I \\ \\ = BITUMINOUS PAVEMENT REMOVAL \ \ \ \ \ \ \ \ \ 1 \ = CONCRETE REMOVAL \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ I \ \ = REMOVAL ITEM X = TREE REMOVAL \ \ \ I \ KEY NOTES: \\\\ \ \ \ \ \ \ 934 \ OSAWCUT EXISTING BITUMINOUS PAVEMENT \ \ \ \ \ \ \ \�\ \ \ \ \ \ \ / 933 \ \\ 93 932 2 SAWCUT EXISTING CURB & GUTTER OR REMOVE AT NEAREST EXPANSION JOINT \ \ \ \ \ \ \ \ \ \ \ \ \\\ \ \ \ \ \ \ \ \ A \ \ \ O 3� REMOVE EXISTING BITUMINOUS PAVEMENT / 4O REMOVE EXISTING CURB & GUTTER NOTES: 1. EXISTING CONDITIONS & TOPOGRAPHIC INFORMATION PROVIDED BY: DESIGN TREE ENGINEERING & LAND SURVEYING 120 17TH AVENUE W ALEXANDRIA, MN 56308 2. CONTRACTOR SHALL FIELD VERIFY ALL BUILDING DIMENSIONS AND REMOVAL LIMITS PRIOR TO ANY CONSTRUCTION. 3. SAWCUT CURB AND GUTTER AND SIDEWALK, OR REMOVE AT NEAREST EXPANSION JOINTS. 4. SAWCUT BITUMINOUS PAVEMENT FULL DEPTH AT ALL TIE-IN LOCATIONS. 5. CONTRACTOR SHALL PLACE ALL NECESSARY EROSION CONTROL MEASURES REQUIRED TO MAINTAIN SITE STABILITY PRIOR TO EXECUTING ANY SITE REMOVALS. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH UTILITY PROVIDERS FOR REMOVAL AND/OR RELOCATION OF EXISTING UTILITIES AFFECTED BY SITE DEVELOPMENT. ALL PERMITS, APPLICATIONS, AND FEES ARE THE RESPONSIBILITY OF THE CONTRACTOR. 7. ALL EXCESS OR WASTE MATERIAL GENERATED AS PART OF CONSTRUCTION SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN ACCORDANCE WITH STATE AND LOCAL REQUIREMENTS. 8. CONTRACTOR SHALL MAINTAIN FULL ACCESS TO ADJACENT PROPERTIES DURING CONSTRUCTION AND TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES. 9. THE LOCATIONS AND ELEVATIONS OF THE EXISTING UTILITIES SHOWN HEREIN ARE APPROXIMATE. THEY HAVE BEEN PLOTTED FROM AVAILABLE SURVEYS AND/ OR RECORDS. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING LOCATION AND ELEVATION TO ENSURE THAT ANY EXISTING UTILITIES (SHOWN OR NOT SHOWN) ARE NOT DAMAGED DURING CONSTRUCTION. 10. GOPHER STATE ONE CALL DAMAGE PREVENTION SYSTEM FOR BURIED UTILITIES. 1-800-252-1166. O5 BILLBOARDS TO BE REMOVED BY OTHERS \ \ \ \ 5 0' 30' 60' V A V A V A I \ \ Gc \ I � \ \ GO a\ DESIGN *TREE engineering + land surveying St. Cloud I Alexandria I Rogers 320-217-5557 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. PRINTED NAME: MICHAEL]. GERBER DATE: 05/09/22 LICENSE #: 56653 HEADWATERS MULTIFAMILY DEVELOPMENT MONTICELLO MONTICELLO, MN THIS DRAWING AND THE INFORMATION THEREIN IS THE PROPERTY OF DESIGN TREE ENGINEERING INC. USE BY THE HOLDER OR DISCLOSURE TO OTHERS WITHOUT THE PERMISSION OF DESIGN TREE ENGINEERING INC. IS PROHIBITED. IT CONTAINS PROPRIETARY AND CONFIDENTIAL INFORMATION OF DESIGN TREE ENGINEERING INC. REPRODUCTION OF THE MATERIAL HEREIN WITHOUT WRITTEN ERMISSION OF DESIGN TREE ENGINEERING INC. VIOLATES THE COPYRIGHT LAWS OF THE UNITED STATES AND WILL SUBJECT THE VIOLATORS TO LEGAL PROSECUTION. COPYRIGHT @ 2022 BY DESIGN TREE ENGINEERING DRAWN BY: RIK CHECKED BY: JEA PROJECT NO.: 00021063 NO. DATE DESCRIPTION 1 05/09/2022 PUD DEVELOPMENT PLANS REMOVALS PLAN DRAWING NO. C102 COUNTY HIGHWAY 39 Ee -- OHE —OHE — — OHF— OI IF- --OHE 1. '-F'8 OH€ OHE OHe -OHE- OHE-OHL- - OHF- OIIE OHe OH@ OHE OHE OH€ OHE —OHS S OIIF -OHE -OHE -OHE OH CONTRACTOR SHALL VERIFY ALL PLAN AND DETAIL DIMENSIONS PRIOR VIOLATES THE COPYRIGHT LAWS OF THE UNITED o 3. ALL CROSSWALK STRIPING SHALL BE WHITE IN COLOR. 4. ALL INTERIOR PARKING STALL STRIPING SHALL BE 4" AND YELLOW IN PROJECT NO.: 00021063 COLOR. 5. ACCESSIBLE PARKING STALL STRIPING, ACCESS AISLE, AND SYMBOL 05/20/2022 SHALL BE PAINTED IN ACCORDANCE WITH LOCAL AUTHORITY C) a REQUIREMENTS. 6. CONTRACTOR SHALL MAINTAIN FULL ACCESS TO ADJACENT PROPERTIES DURING CONSTRUCTION AND TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES. 7. 32 \ R3g0 8. GOPHER STATE ONE CALL DAMAGE PREVENTION SYSTEM FOR BURIED �s00 CD �a 95�0 \ o ,q- �: N 0 o R X000 X00 " M 'QsN o� \ — rn O0 ��� \ _ o a o M 4 ui 4 32 \ 1O \ 5.00 6.00 4 'P s 00 \ 137.73 \ ' �. 10 RZS 00 \ 19NO — �I 15.00 \ o I / \� NQS N PROPOSED BUILDING 1 \ '00 — FFE=939.00 ' p N - � � 8 \ 7 0 0 � q0 3 00 \ S00 d• 3 y 6 4 Q 7 �. \ O 0 .Q C \ 6 �- o 0 124.03 \ 3 7 \ 1$• p0 24.0o \ \ 4 \ o \ � o 18 RS �' 00 \ 18 24 p0 \ PROPOSED SITE LEGEND KEY NOTES: \ LIGHT DUTY BITUMINOUS PAVEMENT \ 24.00 Ol BITUMINOUS STREET REPAIR \ ���7 -3 45.00 `--' � ® HEAVY DUTY BITUMINOUS PAVEMENT \ T o0 d , O2 B612 CURB &GUTTER o 1QS00 �o' CONCRETE PAVEMENT \ O3 ADA PEDESTRIAN RAMP \ N CONCRETE SIDEWALK J_ CURB AND GUTTER O4 CONCRETE SIDEWALK \ 7 TIPPED CURB AND GUTTER 00 O CONCRETE PATIO \ o RETAINING WALL \ O"ACCESSIBLE PARKING" SIGN &POST CHAINLINK FENCE \ 13 WOOD/VINYL (PRIVACY) FENCE O "NO PARKING" SIGN & POST \ TRAFFIC CONTROL SIGNAGE O "STOP" SIGN & POST \ PAINTED DIRECTIONAL ARROW \ O INFILTRATION BASIN \ 9 PAINTED ACCESSIBLE PARKING SYMBOL \ 10 MONUMENT SIGN (LOCATION TO BE FINALIZED DURING PERMITTING) \ \ \ 0' 30' 60' \ RrsoO NOTES: 1. ALL DIMENSIONS SHOWN ARE TO FLOW LINE, CENTERLINE OF FENCE, WITHOUT THE PERMISSION OF DESIGN TREE EDGE OF PAVEMENT, OR EXTERIOR FACE OF BUILDING, UNLESS PROPRIETARY AND CONFIDENTIAL INFORMATION OF OTHERWISE NOTED. 2. CONTRACTOR SHALL VERIFY ALL PLAN AND DETAIL DIMENSIONS PRIOR VIOLATES THE COPYRIGHT LAWS OF THE UNITED TO CONSTRUCTION. 3. ALL CROSSWALK STRIPING SHALL BE WHITE IN COLOR. 4. ALL INTERIOR PARKING STALL STRIPING SHALL BE 4" AND YELLOW IN PROJECT NO.: 00021063 COLOR. 5. ACCESSIBLE PARKING STALL STRIPING, ACCESS AISLE, AND SYMBOL 05/20/2022 SHALL BE PAINTED IN ACCORDANCE WITH LOCAL AUTHORITY REQUIREMENTS. 6. CONTRACTOR SHALL MAINTAIN FULL ACCESS TO ADJACENT PROPERTIES DURING CONSTRUCTION AND TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES. 7. ALL SITE WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER. 8. GOPHER STATE ONE CALL DAMAGE PREVENTION SYSTEM FOR BURIED UTILITIES. 1-800-252-1166. PARKING INFORMATION INTERIOR PARKING STALLS 58 STALLS INTERIOR ACCESSIBLE STALLS 4 STALLS I TOTAL INTERIOR STALLS 62 STALLS EXTERIOR PARKING STALLS 96 STALLS EXTERIOR ACCESSIBLE STALLS 4 STALLS I TOTAL EXTERIOR STALLS 100 STALLS TOTAL STALLS 162 STALLS I 01 1 ti i i i i i \ O o0 � w G k%l IN DESIGN *TREE engineering + land surveying St. Cloud I Alexandria I Rogers 320-217-5557 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. X�44 zwzlc__ PRINTED NAME: MICHAEL]. GERBER DATE: 05/09/22 LICENSE #: 56653 HEADWATERS MULTIFAMILY DEVELOPMENT MONTICELLO MONTICELLO, MN THIS DRAWING AND THE INFORMATION THEREIN IS THE PROPERTY OF DESIGN TREE ENGINEERING INC. USE BY THE HOLDER OR DISCLOSURE TO OTHERS WITHOUT THE PERMISSION OF DESIGN TREE ENGINEERING INC. IS PROHIBITED. IT CONTAINS PROPRIETARY AND CONFIDENTIAL INFORMATION OF DESIGN TREE ENGINEERING INC. REPRODUCTION OF THE MATERIAL HEREIN WITHOUT WRITTEN ERMISSION OF DESIGN TREE ENGINEERING INC. VIOLATES THE COPYRIGHT LAWS OF THE UNITED STATES AND WILL SUBJECT THE VIOLATORS TO LEGAL PROSECUTION. COPYRIGHT @ 2022 BY DESIGN TREE ENGINEERING DRAWN BY: RIK CHECKED BY: JEA PROJECT NO.: 00021063 NO. DATE DESCRIPTION 1 05/09/2022 PUD DEVELOPMENT PLANS 2 05/20/2022 PUD DEVELOPMENT PLANS CIVIL SITE PLAN DRAWING NO. C201 i 71 ------951' / -- -- -----_----- � -- � _ - - - - --- --- �� �b� , '------ --- ----- - ------ -- - OH OI'IE- - _ - OH` r OHE OiiE / �� Dc -�-- OHS- �T1E O OHE -OH& - OHE -OHE OHE \ / /�j �c `� i� OH€ -OHE OHF- ..�1� OHE- _9H` - -OHE T OHE OHE OH€ m H � �� 944------------ \- - - - ------ � � ----- ----- ----- / /----___� -O _- - X943-------- - -- -- --- ----- 01 - ---- ---- ��\ �/ / -42-9 ---- -- -- _ - ---- - - ---- - -- - -- - 941 � - - - - - i 940 39 - 937 936 _ -- 938 936 \ - -9 - 936.78 - 937 936.78 937.50 \ �� + ----- - -- -- -- _---- 936.93 g3 37.03 936.87 936.97 936 1 I 936.93 \ \ 91 \ \ \ \ \ \ \ +<J1,� II 937.75 I \ - \\ I . I 937.496 937.84 937609 � / 937.65 938.00 1H93 93 I 3 7i.4 6 937.35 93810 938.10 937.49 VA V A \ \ I 937.56 937 43 \ \ 4 l l 9 �' / 937.28 913,>\ \ \ \ \ \ 938.08 _ 938.56 vv \\ \ \ \ \ UQ� 938.87 937.14 J \ V A R A \ A c9 PROPOSED BUILDING 938.51 - I FFE=939.00 938.10 � 937.04 \ \ \ \ \\ \\ \ 9Q\ 937.7AII 38.17 936.62 \\ \ \ \9 \ \ 937.95 \ \ \A\ \ �► 936.79 .,5. \\ \ \ \\ \ \ 5 936.79 936.52 .Q 936.71 \A \ V A \ 937.58 \ \ V A 938 6 i 5 \\ \ \ \ \ \ 937.0 \ \ \ \AVAVA\ V A \\\\\\\ \ 931 5 - - \ \\\ \ \\ \ \ GRADING LEGEND \ \\ \ \ \ \ \ \\ \\ \\ / 0 935 - _ \ 938.10 = EXISTING MAJOR CONTOUR = EXISTING MINOR CONTOUR - - -100 - - - = EXISTING CONTOUR LABEL \ \ = PROPOSED MAJOR CONTOUR \ V A \ \ \ \ \ \\ \ \ (9 \ \ \ V 935.97 = PROPOSED MINOR CONTOUR\ \ \ \ \ \ \ \ \ 937.33 937.25 936.( 100 =PROPOSED CONTOUR LABEL V A �Q \ - 937.53 V '9 = EXISTING SPOT ELEVATION* \ \ V \ 9 \ \ 938.78 937.01 � \ r xxxx = PROPOSED SPOT ELEVATION* \ \ \ \ \ \ \ �� \ I o 938.39 \ � � � \ �'., M �� \ \ 938 °' 936.53 *SPOT ELEVATIONS ALONG CURB & GUTTER AND OTHER \ \ \ \ \ 6' \ \ \ REVEALS ARE TO FLOWLINE, UNLESS OTHERWISE NOTED. V A V A \ V I A \� 937.04 935.79 KEY NOTES: 1 MATCH INTO EXISTING BITUMINOUS PAVEMENT \ \ \ \ \ \ \ \ \ \ 9�� 936 I 2 934 MATCH INTO EXISTING CURB & GUTTER g33 9 \ \ \A A \ \ \ 3 \ MATCH INTO LIP OF EXISTING CURB & GUTTER \ V A \ A \ \ \ \ \ 932 4 GRADE BREAK \ ADA PEDESTRIAN RAMP \ CONSTRUCT 4' CURB CUT 0' 30' 60' \\\\ \ \\ \\ \ \ \ 1 \\ \ \ \ \ \\ \ \ OH V - - _ 1 1 / v / c I / �6. II 3 II V I I I 36.74 I 936.04 _ I I M \ / 1 2 \ 935.71 14 35.48 934.97\ , 935.04 NOTES: 1. THE LOCATIONS AND ELEVATIONS OF THE EXISTING UTILITIES SHOWN HEREIN ARE APPROXIMATE. THEY HAVE BEEN PLOTTED FROM AVAILABLE SURVEYS AND/ OR RECORDS. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING LOCATION AND ELEVATION TO ENSURE THAT ANY EXISTING UTILITIES (SHOWN OR NOT SHOWN) ARE NOT DAMAGED DURING CONSTRUCTION. 2. SIDEWALKS SHALL MEET ADA REQUIREMENTS, AND SHALL NOT EXCEED 2.00% CROSS SLOPE, OR 5.00% LONGITUDINAL SLOPE. 3. CONCRETE ENTRANCES AND APPROACHES SHALL NOT EXCEED 2.00% CROSS SLOPE IN SIDEWALK AREAS. 4. ACCESSIBLE PARKING STALLS SHALL MEET ADA REQUIREMENTS, AND SHALL NOT EXCEED 2.00% CROSS SLOPE IN ALL DIRECTIONS. 5. PEDESTRIAN RAMPS SHALL MEET ADA REQUIREMENTS. 6. ALL EXCESS OR WASTE MATERIAL GENERATED AS PART OF CONSTRUCTION SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN ACCORDANCE WITH STATE AND LOCAL REQUIREMENTS. 7. ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR TRENCH EXCAVATION AND BACKFILL/SURFACE RESTORATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA. 8. IN ADDITION TO THESE PLANS, A STORMWATER MANAGEMENT STUDY HAS BEEN PROVIDED. THE STORMWATER MANAGEMENT STUDY INCLUDES ADDITIONAL INFORMATION REGARDING THE DESIGN OF THE STORMWATER MANAGEMENT BMP. THE CONTRACTOR SHALL REVIEW THE STORMWATER BOOK AND COMPLY WITH ALL STATE AND LOCAL REQUIREMENTS. 9. ALL SITE WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER. 10. INFILTRATION AREAS SHALL NOT BE EXCAVATED TO FINAL GRADE UNTIL THE CONTRIBUTING DRAINAGE AREA HAS BEEN CONSTRUCTED AND STABILIZED. ONLY LOW IMPACT TRACK EQUIPMENT SHALL BE USED WITHIN INFILTRATION AREAS. 11. SPOT ELEVATIONS SHOWN INDICATE FINISHED PAVEMENT ELEVATIONS & GUTTER FLOW LINE UNLESS OTHERWISE NOTED. PROPOSED CONTOURS ARE TO FINISHED SURFACE GRADE. 12. GOPHER STATE ONE CALL DAMAGE PREVENTION SYSTEM FOR BURIED UTILITIES. 1-800-252-1166. I 01 I I I II I I I i J I I BENCHMARK #1 TOP NUT OF HYDRANT ELEV:936.97 c\ \ II I DESIGN *TREE engineering + land surveying St. Cloud I Alexandria I Rogers 320-217-5557 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. PRINTED NAME: MICHAEL]. GERBER DATE: 05/09/22 LICENSE #: 56653 HEADWATERS MULTIFAMILY DEVELOPMENT MONTICELLO MONTICELLO, MN THIS DRAWING AND THE INFORMATION THEREIN IS THE PROPERTY OF DESIGN TREE ENGINEERING INC. USE BY THE HOLDER OR DISCLOSURE TO OTHERS WITHOUT THE PERMISSION OF DESIGN TREE ENGINEERING INC. IS PROHIBITED. IT CONTAINS PROPRIETARY AND CONFIDENTIAL INFORMATION OF DESIGN TREE ENGINEERING INC. REPRODUCTION OF THE MATERIAL HEREIN WITHOUT WRITTEN ERMISSION OF DESIGN TREE ENGINEERING INC. VIOLATES THE COPYRIGHT LAWS OF THE UNITED STATES AND WILL SUBJECT THE VIOLATORS TO LEGAL PROSECUTION. COPYRIGHT @ 2022 BY DESIGN TREE ENGINEERING DRAWN BY: RIK CHECKED BY: JEA PROJECT NO.: 00021063 NO. DATE DESCRIPTION 1 05/09/2022 PUD DEVELOPMENT PLANS 2 05/20/2022 PUD DEVELOPMENT PLANS GRADING PLAN DRAWING NO. C301 EXCB RIM: 951.88 INV: 946.93 - - \ `3OHE- -OHE- -OHE OHC OHC OHS OHS OHS OHS OHE ��^-�`� OHS OHE UHL O' IE OHS OHE SONE OHL - OHS UIIE -OHE _ _ OHE OHE CATCH BASIN -1 RIM:936.78 \ INV:933.75 + \ 94 LF - 12" STORM \\ SEWER @ 0.50% 368 LF - 6" C900 + \ @8' MIN. BURY \ 45° BEND 6" HYDRANT \ ASSEMBLY \ STORM MANHOLE -3 RIM:938.32 INV:933.28 \ PROPOSED BUILDING 55 LF\ 12" STORM - � FFE=939.00 SEWEfZ@ 0.50% 8" CLEANOUT STORM MANHOLE -2 42 LF 8 C900 @8 MIN. BURY RIM:937.77 8" GATE VALVE & BOX INV:933.00 \ \ \ \ 200 LF - 12" STORM \ SEWER @ 0.50% \ \ \ \ UTILITY LEGEND \ STORM MANHOLE -1 \ RIM:936.00 \ INV:932.00 = EXISTING HYDRANT $ = PROPOSED HYDRANT \ \ = EXISTING CURB STOP e = PROPOSED CURB STOP \ = EXISTING GATE VALVE H = PROPOSED GATE VALVE \ \ O = EXISTING SANITARY MANHOLE• = PROPOSED SANITARY MANHOLE \ 200 LF - 12" STORM SEWER @ 0.50% \ o = EXISTING CLEANOUT = PROPOSED CLEANOUT \ \ C = EXISTING STORM MANHOLE • = PROPOSED STORM MANHOLE \ ❑ = EXISTING CATCH BASIN ® = PROPOSED CATCH BASIN \ \ -1 = EXISTING CULVERT APRON 1 = PROPOSED CULVERT APRON \ \ = EXISTING WATER LINE I = PROPOSED WATER LINE \ \ = EXISTING SANITARY LINE = PROPOSED SANITARY LINE \ \ 12" APRON ' = EXISTING STORM LINE = PROPOSED STORM LINE INV:931.00 \ \ \ \ \ 0' 30' 60' \ - -OHE-- -.--OHE -OHE Pi m CATCH BASIN -2 RIM:936.78 INV:933.41 Val- � W, .000 11m EX. SAN MH RIM: 937.64 INV: 921.44 EX. SAN MH RIM: 937.44 INV N:920.54 INV S: 920.49 18" INV: 934_32--" INV:934.27- 0 v � V I 172 LF - 12" STORM - - SEWER @ 0.50% V - SAN MH N 22.50 BEND RIM:936.52 si \� INV: 919.93 (FIELD VERIFY) �> 11.250 BEND 11 uii 911 176 LF - 8" SCH 40 PVC @2.00% MIN. 8"x8" TEE 8"x8" REDUCER 278 LF - 8" C900 @8' MIN. BURY 6" HYDRANT-` ASSEMBLY 22.5° BEND 38 LF - 18" STORM SEWER @ 0.50% 18" APRON INV:931.00 CATCH BASIN -3 RIM:936.04 INV:932.55 EX. SAN MH \ RIM: 935.81 173 LF - 15" STORM SEWER @ 0.50% EX. STMH RIM: 934.91 INV E:930.96 INV W:930.86 INV 5:930.76 EX. CB RIM: 934.24 N V: 931.34 -CATCH BASIN -4 RIM:935.71 INV:931.68 98 LF - 18" STORM SEWER @ 0.50% CATCH BASIN -5 NOTES: 1. THE LOCATIONS AND ELEVATIONS OF THE EXISTING UTILITIES SHOWN HEREIN USE BY THE HOLDER OR DISCLOSURE TO OTHERS ARE APPROXIMATE. THEY HAVE BEEN PLOTTED FROM AVAILABLE SURVEYS AND/ ENGINEERING INC. IS PROHIBITED. IT CONTAINS OR RECORDS. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING DESIGN TREE ENGINEERING INC. REPRODUCTION OF LOCATION AND ELEVATION TO ENSURE THAT ANY EXISTING UTILITIES (SHOWN ERMISSION OF DESIGN TREE ENGINEERING INC. OR NOT SHOWN) ARE NOT DAMAGED DURING CONSTRUCTION. 2. CONTRACTOR SHALL VERIFY AND COORDINATE BUILDING UTILITY CONNECTION COPYRIGHT @ 2022 BY DESIGN TREE ENGINEERING SIZES, LOCATIONS, AND ELEVATIONS WITH PLUMBING, MECHANICAL, AND CHECKED BY: JEA ELECTRICAL CONTRACTORS. / DATE 3. ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF 2 "STANDARD SPECIFICATIONS FOR TRENCH EXCAVATION AND BACKFILL/SURFACE ° RESTORATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA. 4. ALL WATER PIPING SHALL BE BURIED A MINIMUM OF 8'. 5. SEE WATER DETAILS FOR ADDITIONAL INFORMATION. 6. A MINIMUM VERTICAL SEPARATION OF 18 INCHES IS REQUIRED AT ALL WATER LINE CROSSINGS WITH SANITARY SEWER OR STORM SEWER. THE WATER LINE SHALL NOT HAVE JOINTS OR CONNECTIONS WITHIN 10 FEET OF THE CROSSING. INSULATE CROSSINGS WITH STORM SEWER. 7. SANITARY SEWER CLEANOUTS SHALL BE PROVIDED WITHIN 5' OF THE BUILDING FOR UNIT'S CONNECTION. 8. SANITARY SEWER CLEANOUT SPACING SHALL NOT EXCEED 90'. 9. SANITARY SEWER SERVICES SHALL HAVE A MINIMUM OF 2.00% GRADE. I 10. SEE SANITARY SEWER DETAILS FOR ADDITIONAL INFORMATION. 11. ALL NONCONDUCTIVE PIPE SHALL BE INSTALLED WITH A LOCATE (TRACER) WIRE PER MINNESOTA RULES, PART 7560.0150 12. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE MINNESOTA STATE PLUMBING CODE. 13. ALL PIPING SHALL BE TESTED IN ACCORDANCE WITH THE MINNESOTA STATE PLUMBING CODE. 14. ALL IMPROVEMENTS SHALL REMAIN VISIBLE FOR INSPECTION . 15. GOPHER STATE ONE CALL DAMAGE PREVENTION SYSTEM FOR BURIED UTILITIES. 1-800-252-1166. 00 J� EX. CB RIM: 934.29 INV: 931.39 ti i Gc � BENCHMARK #1 TOP NUT OF HYDRANT ELEV:936.97 Gc \ Gc�\ EX. SAN MH v i RIM: 934.83 INV: 918.92 �c R RIM.934.49 - INV:931.19 CONNECT TO 8" WATERMAIN STUB I °c a i �c I DESIGN *TREE engineering + land surveying St. Cloud I Alexandria I Rogers 320-217-5557 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. zwzlc__ 'X�44 PRINTED NAME: MICHAEL]. GERBER DATE: 05/09/22 LICENSE #: 56653 HEADWATERS MULTIFAMILY DEVELOPMENT MONTICELLO MONTICELLO, MN THIS DRAWING AND THE INFORMATION THEREIN IS THE PROPERTY OF DESIGN TREE ENGINEERING INC. USE BY THE HOLDER OR DISCLOSURE TO OTHERS WITHOUT THE PERMISSION OF DESIGN TREE ENGINEERING INC. IS PROHIBITED. IT CONTAINS PROPRIETARY AND CONFIDENTIAL INFORMATION OF DESIGN TREE ENGINEERING INC. REPRODUCTION OF THE MATERIAL HEREIN WITHOUT WRITTEN ERMISSION OF DESIGN TREE ENGINEERING INC. VIOLATES THE COPYRIGHT LAWS OF THE UNITED STATES AND WILL SUBJECT THE VIOLATORS TO LEGAL PROSECUTION. COPYRIGHT @ 2022 BY DESIGN TREE ENGINEERING DRAWN BY: RIK CHECKED BY: JEA PROJECT NO.: 00021063 NO. DATE DESCRIPTION 1 05/09/2022 PUD DEVELOPMENT PLANS 2 05/20/2022 PUD DEVELOPMENT PLANS UTILITY PLAN DRAWING NO. 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ALL DISTURBED AREAS SHALL BE FINAL GRADED AND PERMANENTLY STABILIZED WITH THE SEED MIX IDENTIFIED ON PLANS. 2. THE SITE MUST BE STABILIZED PER THE REQUIREMENTS OF THE MPCA, NPDES, MNDOT, AND CITY. 3. INLET PROTECTION SHALL BE PROVIDED ON ALL CATCH BASINS AND INLETS DOWN GRADIENT OF CONSTRUCTION ACTIVITY. 4. PROVIDE SILT FENCE PERIMETER CONTROL DOWN GRADIENT OF ALL CONSTRUCTION ACTIVITY AND TEMPORARY STOCKPILES. 5. TEMPORARY STABILIZED CONSTRUCTION EXITS SHALL BE INSTALLED AND MAINTAINED THROUGHOUT THE DURATION OF CONSTRUCTION. 6. NO OFFSITE VEHICLE TRACKING IS PERMITTED. STREETS SHALL BE CLEANED AND SWEPT WHENEVER TRACKING OF SEDIMENTS OCCURS AND BEFORE SITES ARE LEFT IDLE FOR WEEKENDS AND HOLIDAYS. 7. REFER TO THE SWPPP AND THE CITY OF MONTICELLO EROSION CONTROL REQUIREMENTS FOR FURTHER EROSION CONTROL SEQUENCING. 8. IN ADDITION TO THESE PLANS, A STORMWATER MANAGEMENT STUDY HAS BEEN PROVIDED. THE STORMWATER MANAGEMENT STUDY INCLUDES ADDITIONAL INFORMATION REGARDING THE DESIGN OF THE STORMWATER MANAGEMENT BMP. THE CONTRACTOR SHALL REVIEW THE STORMWATER BOOK AND COMPLY WITH ALL STATE AND LOCAL REQUIREMENTS. 9. WHEN INSTALLING END -OF -LINE FLARED END SECTIONS, BRING THE SILT FENCE UP & OVER THE FLARED END SECTIONS & COVER DISTURBED AREAS WITH RIP RAP. THE UPSTREAM FLARED END SECTIONS SHALL HAVE WOOD FIBER BLANKET INSTALLED ON THE DISTURBED SOILS. 10. INFILTRATION AREAS SHALL NOT BE EXCAVATED TO FINAL GRADE UNTIL THE CONTRIBUTING DRAINAGE AREA HAS BEEN CONSTRUCTED AND STABILIZED. ONLY LOW IMPACT TRACK EQUIPMENT SHALL BE USED WITHIN INFILTRATION AREAS. 11. GOPHER STATE ONE CALL DAMAGE PREVENTION SYSTEM FOR BURIED UTILITIES. 1-800-252-1166. v` vvv ww�wwww�w�wwww�w�www ���" w � l �\\��,\\\ wwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwww � �.�.�.: " � �� �� �w w wwwwwwwwww w ' \ �`;��\\`\ � �wWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW a."..�' � ..,�tl.."."_ � www wWwWwWwWw w /, \\`�� \`, w� wwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwww � :� •. .. ..�. w � 1 wwwwwwwww wr \ I 4 \ `\ \\ \\\ w - 1 w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w wJ�iD.iw w w w w w w w w w w w w w w w w w w w w w w . .. •• • .. w �� w 9 � w w w w w w w� w w w \ I 00 \ \\\\\ wl \\w ww \w wwWwwwwwwwwwWwwwWw93,w wwwwwwwwwwwwwwwwwwWwwwwwwwwwwww wwwWwwwwwww w wwww wwwwwW \ ;w \`\\\\\ � � w �\wwWwWwWwWwwwWwwwWwWwwww wwWwWwWwWwWwWwwwWwWwWwWwWwWw WwwwWwWwWwW , ywW �WwWw wwWwwwy \\\��,� ��WwWwWwWwWwWwWwWwWwWwWww w wwWwWwWwWwWwWwWwWwWwWwW wWwWwWwWwWww � �ww wWwW WwWwWw \� \\\;\\� w\ w�\ w,\Ww w,w wwWwWwWwWwWwWwWwWwWwWw � wwWwWwWwWwWwWwWwWwWw wwWwWwWwWwWw ,1 ww wwWww WwWwWwW \\ \\ \� , \ ww w\w ww w �w yw ywWw ywWw yw yw ywywww wy �; w yw yw yw ywWw yw yw yw Ww ywWw yw ywww �w yw w yw ywWwy \\ \\ \ \ \www\ �w w\ w� w w wwwwwwwwwwwww� ww w \wwwwwwwwwwwwwwwww wwwwww ww/ww w M www wwwwwwww w \\\ \ \ \ \ w\w\ \\ww � wwwwwwwwwwwwwww\wwwwwww�www wwwwwwww w -� w www/wwwww w � ww w wwwwwwww \ \\\\ w w wwwwww ww wwwww '� wwwwww w wwwww \ \ \\\ �� \ w \ w �w \� wwwwwwwwwwww ��\wwwww wwwwwww w�!www wwwwwwwwwwwww ww w � �wwwwwwwwwww \ wWA w w w w w w w w w w wwwwwwwwwwww ,wwwwM \ \`� � \ \ `�� �\w� w `\w �� wwWwWwWwWwW�wwWwW�w wwW � ww w w �,wWwWwWwWwWwWw / w w w w W� wWwWwWwWwW � \\ \ w � � wwwwwwww � wwwww\ w w,wwwwwwwwwww wwwwwwwwwwwww www w ww wwwwwww `�\\\\ w�\��W �w waw wwww�www�ww wwwwww wwwwwww w w ww\wwwww `\\\\\ \ �w\ w\� www\wwww wwwww wwwwwww,�w w w ww �w-�ww `\``\\ `` w\� `\w�\Ww www�WwWwWwWw wWwWwWwWw WwWwWwWww/ wWw w WwWwWwWwWwWwWwWWw w\wwwwwwwwww wwwwwwww wwwwww/ wwwwww w w ww wwwwwwwwwwwwwwww \\\\\ \ \w ,�gQ w� \ \w ww W= W w w wwwww www/ wwwwwwwww wwww ww ww wwwwwwwwwwwWw \\\\ ♦ w� \ w \ w w w w w� W w w w w w w w w w w w w w w w w w w w w w w w w w9w w w w w w�w w w wWlw w w w w w w '%%% WwWwWw �wWwWw Ww WwWwWwWwWwW wwwwwwWwW wWww w w wWw Cwwww I I � I � I \ I o� I �\ I I� I � � I I I I I BENCHMARK #1 TOP NUT OF HYDRANT ELEV:936.97 � \ I ``��\ ♦� vw\w �w�, w ��www Lo. EROSION CONTROL QUANTITIES: \\\\\\ \ww \www \\w STABILIZED CONSTRUCTION EXIT (2 EA) A\ V A w \w \ w \w \w w w w w w w w w w w w w w \ — v`vv� — SILT FENCE (1,850 LF) \ \ \ w \w \w \w w \w w w w w w w w w MNDOT SEED MIX 25-151 (2.5 AC) \ \ \ \ \ w \ w\ w\ w w� w w w w w%%%% 1 934 w INLET PROTECTION (6 EA) \ \ \ \ ♦ w \ W` \ w� w w \ 933 w NOTE: QUANTITIES SHOWN ARE FOR SWPPP PLAN, AND ARE NOT FOR BIDDING PURPOSES. 0' 30' 60' \ \ \ \ \ 07 \ \ \ \ N DESIGN *TREE engineering + land surveying St. Cloud I Alexandria I Rogers 320-217-5557 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. PRINTED NAME: MICHAEL J. GERBER DATE: 05/09/22 LICENSE #: 56653 HEADWATERS MULTIFAMILY DEVELOPMENT MONTICELLO MONTICELLO, MN THIS DRAWING AND THE INFORMATION THEREIN IS THE PROPERTY OF DESIGN TREE ENGINEERING INC. USE BY THE HOLDER OR DISCLOSURE TO OTHERS WITHOUT THE PERMISSION OF DESIGN TREE ENGINEERING INC. IS PROHIBITED. IT CONTAINS PROPRIETARY AND CONFIDENTIAL INFORMATION OF DESIGN TREE ENGINEERING INC. REPRODUCTION OF THE MATERIAL HEREIN WITHOUT WRITTEN ERMISSION OF DESIGN TREE ENGINEERING INC. VIOLATES THE COPYRIGHT LAWS OF THE UNITED STATES AND WILL SUBJECT THE VIOLATORS TO LEGAL PROSECUTION. COPYRIGHT @ 2022 BY DESIGN TREE ENGINEERING DRAWN BY: RJK CHECKED BY: JEA PROJECT NO.: 00021063 NO. DATE DESCRIPTION 1 05/09/2022 PUD DEVELOPMENT PLANS 2 05/20/2022 PUD DEVELOPMENT PLANS EROSION CONTROL PLAN DRAWING NO. C501 DESIG N *TREE engineering + land surveying St. Cloud I Alexandria I Rogers 320-217-5557 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. PRINTED NAME: MICHAEL J. GERBER DATE: 05/09/22 LICENSE #: 56653 HEADWATERS MULTIFAMILY DEVELOPM ENT MONTICELLO MONTICELLO, MN THIS DRAWING AND THE INFORMATION THEREIN IS THE PROPERTY OF DESIGN TREE ENGINEERING INC. USE BY THE HOLDER OR DISCLOSURE TO OTHERS WITHOUT THE PERMISSION OF DESIGN TREE ENGINEERING INC. IS PROHIBITED. IT CONTAINS PROPRIETARY AND CONFIDENTIAL INFORMATION OF DESIGN TREE ENGINEERING INC. REPRODUCTION OF THE MATERIAL HEREIN WITHOUT WRITTEN ERMISSION OF DESIGN TREE ENGINEERING INC. VIOLATES THE COPYRIGHT LAWS OF THE UNITED STATES AND WILL SUBJECT THE VIOLATORS TO LEGAL PROSECUTION. COPYRIGHT @ 2022 BY DESIGN TREE ENGINEERING DRAWN BY: RJK CHECKED BY: JEA PROJECT NO.: 00021063 NO. DATE - - WNORM SADDLE 1 05/09/2022 PUD DEVELOPMENT PLANS USE NEENAH R --1642-A FOR LOW PROFILE APPLICATIONS USE NELNAH R1755 -G FOR WATERTIGHT APPLICATIONS LETTERING 10 READ'. STORM SEWER l'- D" OR 5'iN BACK OF CURB SANITARY SEWER, STORM SEWER OR WATER MAIN WHICH EVER IS APPLICABLE. IF CONCRETE WALN OR BRESENT PATH ARE HYDRAFMDER PRESENT NEENAH R-1642 WITH FLAG IYATEROTIS MOIL 57 .DRAW TVPE F, MACHINES G ON R TAG TOL BE INSTALLED OUT OF ON PUMPER CONN. MANHOLE STEPS SHALL BE CAST IRON OR MA MODEL PS -I -PF (BY MA INDUSTRIAL INC.) BEARINCUD EQUAL TOP OF PROPOSED SUBGRABE wI AK CUISTIFIG OR STREET CONFORMING 70 ALL OSHA REGULATIONS AND SPACED 18' OC. .q�C FF FLANGE � BREAKOFF FLANGE DDRB OR CANTER LINE 1i LI (j 1' TO 2' MAXIMUM SHE TOP 3' SHN.L BE COMPACTED AT A OF 1009 STANDARD SANITARY SEWER ABOVE BURY LINE (FINISHED GRADE) GRADE 4. �I I MIN PE PROCTOR DENSITY (MN/DOT 2105) - VALVE BOM AS WATEkMAI STANDARD MANHOLE �FlN35HED SPECIFIED FRAME AND COVER A MAX OF 2' LIFTS TO BE WETTED CONCEALED PICKH ALES (2) AND CONSOLIDATED BY VIBRATORY NS7AND TO A MIN GROUTING BETWEEN PIPE AMC ADJUSTING RINGS OF STANDARDDP OGA DENSITY (MN/DOT 2105) MANHOLE BARREL SHALL BE MIN +' - MAX 12" WITH NON -SHRINKING CEMENT 27- �, WHH E1cTERNAL OR REPEAT DPPOSIrE SIDE EXCEPT FOR LETTERING STORM SEWER 2 LAYERS OE a 2'- 6' AS REQUIRED 10' INTERNAL CHHIMNEY SEAL 4' COVER COMPACTED TO $5% OF GRANULAR KF1LL POLY {4 miQ w TYPICAL USE R-2 JOINT FOR WITHOUT STANDARD PROCTOR ROLLER THE USE OF HEAVY ROLLER EOWPMENT 3' DAMETER BY 3' DEEP PIT UNDER HYDRANT FILLED WITH :� 1/4 "STEEL VALVE Btlx ADAPTOR ALE. MANHOLE JOINT$ 7/2 OD A MINIMUM OF 1 C.Y. OF I x WITH PRQTEC7NE COATING A$ 9 BARREL TO CONFORM 25 3/4•, 1-7/2' CLEAR STONE RE MANUFAR VED BY ADAPTOR INC. h I OR APPROVED EQUAL TO ASTM G-478 I/2 $ -NATIVE SOIL MEGALUG MEGuuG LATEST REVISfON 7" InTM CONCRETE BOODLE SANITARY SEWER 48" DA SURFACE GRANULAR BEDDING AS PEA MN/DOT 31 A4.2F T/2 DD 6" MIN fi" MIN. M B TO BE MACHINE)- 24" - �� `\ 1 28 1 f2 '• - VARIES GATE VALVE TEE 3G" GRpNVLAR FOUNDATION WHERE ORDERED BY THE ENGINEER COMPPCTEO RACKFILL 1.0' 1:0' THRUST MEGALUC RLCCKING BEHIND SEOCRING HTDRANT GATE THRUST • PRECAST CONCRETE BASE VALVE BLOCKING VALVE A5 SPECIFIED (13. 13'. a"I BEHIND TEE SHOVEL PLACE, AND HAND COMPACT AROUND, PIPE 70 VARIES 12" ABOVE PIPE, VIBRATORY COMPACTION REQUIRED EACH soi:.or PIPE. AS DIRECTED BY THE ENGINEER. COVER FRAME NOTE: TO BE CONSTRUCTED IN LOCATIONS WHERE VERTICAL CLEARANCES OF 1S' MIN, CANNOT BE MNNTAINED. Title: Cone Section, Casting Steps, Plate Library A:Standardy and Adjusting Rings Title: Standard Frame Standard Plate Library y and Covery Title: Plate Librar Typical Trench Compaction and Class B Beddin A:Standard Title: Typical Concrete Standard Plate Librar y Saddle Title' Standard Plate Library Typical Hydrant Cit Installation y of Monticello City of Monticello Date: Plate No. 03-05 City of Monticello Date: Plate No. 03-05 City of Monticello Dote: Plate No. 03-05 City of Monticello Date: Plate Na. Date: 03_05 Plate No _ an 1 V Revised: 0 0 Revised: 002 Revised: � 007 Revised: OOH Revised:03-17 03-15 03-15 03-15 03-15 EXISTING (OR FINISHED) GRADE PLUGGED ENO 4'' Z NOTES' I. RE -USE EMSNNG AIR' BLEED LINES AND PLUGS I" CORPORATION STOP ON PROPOSED -STUBS. INSTALLATION TO BE MADE AT STEEL T=STYLE FENCE POST PAINTED BLUE WITH AN OIL BASED PAINT AND MINIMUM 2' REFLECTCRIZED TAPE (ENC4NEER GRADE) AT THE TOP OF THE MOST TO PARKSTAL CVRD $TOP, TT BE INSTALLED AT NO ADD17IONAL COMPENSATION. FURNISH NEW GASKETS WHERE REQUIRED. THE TIME OF CURB STOP INSTALLATION (INCIDENTAL) 2 NEW UNE$ WILL BE PAID FOR AT UNIT PRICE BID FOR 1" COPPER AND I' CORPORATION STOP. ALL OTHER WATERMAN WORK 70 BE INCIDENTAL TO THE PR(XfECT, 1' COPPER CONCRETE OR PLUGGED END AIR BLEED DETAIL GRASSY ME0. BITUMINOUS SURFACE I h� 7w 5� F MECALUG MEGALUG - r WRAF PLUG WHH 4 MIL POLY 8'WIDE - 4iRICK 8'x 4' x 4- THICK LE55 THAN 5' LESS THAN 6' �i 4' a q p� 4. jff STEEL 7-S7Yi.E FENCE POST PLANTED BLUE WITH AN OIL BASED PAINT AND MINIMUM 2" REFLECTORIZED TAPE (ENGINEER GRADE) AT THE TOP OF THE POST TO MARK T(I INSTALLED AT THE TIME OF VALVE BOX STREET s a. AS REOUfRE6 AS REOU]RED G OUNf] UNE GROUND LINE 11'- 0" 11'- 0" IVALVENSTALLATIONCI INSTALLATION (INCIDENTAL) a PROPOSED STORM SEWER PLUG NOTE: F GATE VALVE Di ARE EXTENDED, THERE GROUND LINE - SHALL BE A GATE VALVE NUT EXTENSION TO 7.5' OF LVEFINISHED GRADE AND ATTACHED TO THE TO THE GATE VALVE NUT 8'N 12' tNGUUTIDN AT PIPE CROSSING 8'x 20' INSULATION FOR BOX 2' TEE AND BEND BEND PLUG I SEE PLATE 2OC6 45' 8EN0G FOR DETAUS (TYPICAL) MEGALUG\ MECALUG CURB BOX WITH 1'- t I/4 ' STUJDPIPE AND STATIONARY ROD 7'- 6" MIN COVER \ MEGALUG NO?E3: 2' 6' MEGALUG 1 CORP. COCK I. THRUST BLOCKING TO BE USED FOR BEND 22 1/T AND PIPE SIZE DEARING AREA YALYf Mx I2' OVER. WAILRMNN I VARIES 2. THRUST BLOCKING SHALL ONLY BE USED WHERE 6" 4.0 :O F7 WORKING PRESSURES ARE LESS THAN 150 PSI, IO - 12 IED 54 Fr FIT 3. THRUST BLOCKS BEARING AREA TO BE POURED I6 20A BO FT AGAINST UNDISTURBED SOIL. 1/2" RUB2ER CASKET INSI)MLEO BETWEEN THE GATE VALVE AND MIN 7S COVER (UNLESS GATE VALVE ADAPTOR I OTHERWISE NOTED} r IT- ~ 1" DODDER 1" COPPER BRICK BRICK WATERMI 4" X 8' % 2" a^ % 8' x 2' 4. POURED CONCRETE THRUST BLOCKING SHALL BE USED FOR 12' OR LARGER DIAMETER WATERM4IN 1/i" STEEL VALVE 60% ADAPTOR STYROFOAM HI -35 BRAND p p LASTIC FOAM OR APPR0VT9 20 CAP CURB STOP WITH BLANK SLUG (TYPICAL) SEE SPEC. NOTE! ATTACH SHUT OF ROD TO CURB STOP 4. ALL PIPE JOINTS WITHIN 10 FT. OF BEND SHALL BE BESTOWED USING TIE RODS W1TH PROTECTIVE COATING AS 1/2 CU. YD. GRAVEL I MANUFACTURED BY ADAPTOR INC. EQUAL ll�R 3" �a. OR APPROVED ECUAL ROTE; STAGGER SHEETS 4' LENGTH WISE AND 2' WIDTH WISE ALL PIPE JOINTS WITHIN 10' OF A BEND $IWC,{, BE RESTRAINED ICI TIE RODS, WATERMAIN ' GATE VALVE WAIERMAIN VALUE BOX INSTALLATION NOTE: INSUUNON REQUIRED FOR WATERMAIN WITH LESS THAN 5' LOVER IN CRASSY AREAS AND 5' COVER UNDER PAVED SURFACES. Tule: Blocking for Standard Plate Library Watermain City of Monticello ate: 03-05 plate Na. Title: Air Bleed Detail And Standard Plate Library Valve Box Installation City of Monticello Date: Plate Title: Insulation AStandard Plate Library Detail Cit of Monticello Date: Plaie y Title: :Standard Plate Librar Watermain Offset y ity of Monticello Date: Plate No 03-05 Title: Typical Water ypy Standard Plate Library Service Cit y a€Monticello Date: plate 2002 N°' 03-05 Na. 03-05 005 No. 03-05 Revlsed:03-17 2003 2004 2004 Revieed:03-17 2006 Revised: 03-15 Revised: Revised: 03-15 CHIMNEY SEALS (INTERNAL OR EXTERNAL) "CRETEX OR APPROVED EQUAL' STANDARD MANHOLE FRAME AND COYER GROUTING BETWEEN PIPE AND MANHOLE BARREL SHALL BE WITH NON -SHRINKING CEMENT C. CASTING ADJUSTING RINGS 4" MIN - 12" MAX STANDARD FRAME COVER J/ L /J/J/J/J/j/f A A ALL MANHOLES WITH - ADJUSTING RINGS ASIDE DROP SECTION MIN 4` -MAX 12" SHALL BE 5 DIA (I,D:) " INSTALLNFRA SHIELD (QR APPROVED EOUAL) ROADWAY SURFACE 35 I/+ 43" M 35-I.43" TIES REQUIRED TO Cul EXTERNAL CHIMNEY SEALCLEAN SEE MODOT STANDARD PLATE 4020 CURB TIN ME ANSCURB BoxFOR COVER REQUIREMENTS 0. R USE 4" OR 5" CISP PLUG AND CAP, TOP TO BE 1/2 " BELOW FINISHED GRACE WALL CONS?RUCTION SHALL BE CLASS R PRECAST PIAE, EXCEPT 48' IIA MAY BE $. FINISHED GRADE ASTM C 478 CONCRETE PIPE, SEE MUCCI STANDARD MANHOLE SECTION r0 BE = 6" CAST -IN-PLACE PLATE 3000 (NO TONGUE OR GROOVE AT TOP o CONCRETE OR 60TTOM OF iH35 SECTION). CAST -IN-PLACE PLAN ASTM C -+7B cTAGS II CIRCULAR REINFF CONCRETE OR MASONRY CONSTRUCTION 4' TO 10" S (BRICK OR BLOCK) ALLOWED ONLY IF APPROVED T REYIFON FATESS 0 6Y ENGINEER CASnNc To RE SET 0.10' PLAN CONCRETE DOGHOUSE REDUIREO ON 4' CONCRETE COLLAR ALL s10RIA SEWER CASTING ELEVAnON5 BELOW GLITTER ELEVATION USE R-2 JOINY FOR OUTSIDE AND INSIDE OF STRUCTURE z AND PIPE CONNECTION INSTALL INFRA SHIELD SHOWN ON THE PUNS HAVE BEEN DEPRESSED 0 -Tb' BELOW GUTTER OR APP EQUAL) ELEVATION EE DETAIL 5003 - (( (S ) INSTALL INFRA SHIELD CURD INLET FRAME AND CURB BOH (OR APPROVED EOLAL) STANDARD CA$nNG - NEENAH R -3067-V XT £ LTiM°1 CHIMNEY SEAL ALL MANHOLE JOINTS - ;- STEPS Al - Al 5" PVC RISER FOR NON-RESIDENTIAL 0 yA 5, U EXTERNAL CHIMNEY SFiLL ADJUSTING RINGS J" MIN - 12" 4Ax _ ENCASE IN CONCRETE $ AOIUSTING RINGS 4" MIN - 12' MA% ENCASE WRH CONCRETE MANHOLE COVER TO BE 48' DIA 4" PVL RISER FOR RESIDENTIAL q a Tn DOCTOR USE CQNCkETE COLLAR CRETEX TYPE II WITH 24"x 38' s' OPENING - B" VARIES 10' TO .20' CURB Mix FOR COLLAR "CRE-SEAL","RESEAL", OR APPROVED EQUAL o 8" • PRECAST GASKET CONNECTION SHALL BE USED ''• ' ' - ' ''�"- C7FIR ' 24' FINISH - 5" 24" 8 FOR CONI PIPE TO MANHOLE 4" OR 5- VERTICAL WYE (PVC) �` STRUCTURES! STRI 31" GRADE CONLFi'TE OOGHOVSE REQUIRED W 1/8 BEND B" POURED CONCRETE BASE. FOR ALTERNATE PRECAST CONCRETE Y� ! 2" ON OUTSIDE AND INSIDE OF 570.UGTURE = AMC PIPE CONNECTION rc CONCRETE ENCASEMENT BASE. SEE MnpOT STAN/ARD PLATE dMET (MODIFY DIAMETER AND 3'- 6" ••••• 3 .qg" p VARIABLE y 12" ALL AROUND (INCIDENTAL) ( 2" RAISED AREA TO FIT REQUIRED DIAMETER. " y VARIES ASED a" IN. ON $ BASED ON STRUCTURE MAX. 24" (`7l WATER TIGHT GASKET DIAMETER 6" MIN OR CEMENTED PLUG PRECAST BOTTOM SECTION RCY PPE WITH INVERT 01 REFER TO STANDARD PLANS FOR HEIGHT AND 4• ffs AT :2" 0c EACH WAY ... DIAMETER REQUIRED. MIN' '. ': ' pvc © MANHOLE STEPS SHALL BE CAST IRON OR MA MODEL PS -I -PF - HORIZONTAL WYE (PVC) (BY MA INDUSTRIAL INC.) CONFORMING TO ALL OSHA REGULATIONS CONCRETE CATCH BASIN MANHOLE NOTES: THRUST BLOCKING FOR CLEANING EQUIPMENT AND SPACED 16" OC. 4' CONCRETE COLLAR SECTION A -A AND BASE TO BE CRETEX TYPE 4338 OR APPROVED EQUAL 1. BASE TO BE GROUTED To FORM A SMOOTH STANDARD MANHOLE FORNOTES: (2)MINIMUM STEEL REINFORCEMENT IWE17 TO III SANITARY SEWER 1. PAYMENT FOR E' RISER PIPE, 6' V> RTICAL WYE �pp W" NO SCALE 45' BEND AND PLUG WILL BE PAID FOR AT UNIT PRICE BID PER EACH. 2. CLEAN -OUTS REQUIRED AT 70' INTERVALS FROM 4 FQUIVAFENT STEEL AREA IN WIRE MESH NHO MANHOLE MAY BE USED CR PLASTERED UR POUR A 3' 70 4" CONCRETE COLLAR AROUND RINGS EPTENDING CAST FROM THE LASTING TO THE PRECAST SECTION SECTION 2. PIPE CUT-OUTS iJ DE LOCATED WHERE flEOUIRED- MAIN SEWER LINE. CATCH EXTERIOR CATCH © GENERAL DIMENSIONS FOR CONCRETE APPLY BASIN . NOTES: TO 6RICK AND CONCRETE MASONRY UNIT ' DIA_* -1-`-d CATCH BlSIN5 LOCATED IN DRIVEWAYS SHALL BE TYPE MIDOT DESIGN H. THE CATCH BASIN MANHOLES REOUIRE➢ IN GREEN SPACES SHALL BE CONSTRUCTED OF CON57RUGTION ALSO, EXCEPT AS NOTED. SEWER BRICK (MHDOT SPEC 36}6) BLOCK CASTING SHALL BE NEENAH k -350S -A2- PRECAST CONCRETE ONLY IN ACCORDANCE WITH Mn/DO7 STANDARD PLATE ADOBL. THE CASTING SHALL BE NEENAH R-4342. MANHOLE STEPS SHALL BE CAST IRON OR MA MODEL PS -1 -PF (BY MA INDUSTRIAL INC.) CONFORMING TO ALL OSHA REGULATIONS ® 12" MINIMUM FOR PRECAST, 3 BRICKS OR MASONRY CONSTRUCTION CATCH BASIN MANHOLES LOCATED IN DRIVEWAYS SHALL BE CONSTRllCM) WITH AN AND SPACED I6" OC. 1 BLOCK. MINIMUM FOR MASONRY CONSTUCYEON ECCENTRIC TOP SWAB 'MTB A 27" ROUND OPENING THE CASTING SHALL BE IF DROP IS GREATER THAN 24" INCHES, USE OITTStDE CROP. .� REINFORCEMENT AS PER MrtDOT SPEC 3301, GRADE 60. H - - Title: Standard Sanitary Y Standard Plate Library Manhole Standard Plate Library Title: Sanitary Clean -Out Standard Plate Library y City Monticello Title: Standard Manhole for Storm Sewer Standard Plate Library y City Monticello Trite: Standard Catch Basin Standard Plate Library City Monticello Title: Catch Basin Manhole City of Monticello Date: Plate Na. City of Monticello Date: Plate N°. of Date: plate Na. 03-05 of Date: Plate Na. 03-05 of Date: Plate No. 03-05 03-05 03-05 4001 4002 4003 3001 3006 Revised: 03-17 Revised: 03-17 Revised: 03-17 Revised: 03-15 Revised: 03_15 DESIG N *TREE engineering + land surveying St. Cloud I Alexandria I Rogers 320-217-5557 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. PRINTED NAME: MICHAEL J. GERBER DATE: 05/09/22 LICENSE #: 56653 HEADWATERS MULTIFAMILY DEVELOPM ENT MONTICELLO MONTICELLO, MN THIS DRAWING AND THE INFORMATION THEREIN IS THE PROPERTY OF DESIGN TREE ENGINEERING INC. USE BY THE HOLDER OR DISCLOSURE TO OTHERS WITHOUT THE PERMISSION OF DESIGN TREE ENGINEERING INC. IS PROHIBITED. IT CONTAINS PROPRIETARY AND CONFIDENTIAL INFORMATION OF DESIGN TREE ENGINEERING INC. REPRODUCTION OF THE MATERIAL HEREIN WITHOUT WRITTEN ERMISSION OF DESIGN TREE ENGINEERING INC. VIOLATES THE COPYRIGHT LAWS OF THE UNITED STATES AND WILL SUBJECT THE VIOLATORS TO LEGAL PROSECUTION. COPYRIGHT @ 2022 BY DESIGN TREE ENGINEERING DRAWN BY: RJK CHECKED BY: JEA PROJECT NO.: 00021063 NO. DATE DESCRIPTION 1 05/09/2022 PUD DEVELOPMENT PLANS CIVIL DETAILS i.»_mTrIILei 0 C601 EggT 6" MAx TR06YEIZSE 6, LONGITUDINAL MARS 5/S ' FOR 15' TO 27' APRONS 3/4 ' FOR 30" 4, LARGER APRONS- _ I6. ANCHOR TOP &.BOTH ENDS NOTE' 1. ALL TRASH GUARDS SHALL BE GALVANIZED AFTER TA13PICATION PER MNDOT SPEG. 3392 k 3394. 2. APPUES TO FLARED END SECTIONS 12" OR LARGER. 3. ALL NUTS AND BOLT ATTACHING TRASH GUARD 10 THE FLARED END SECTION SHALL DE LEFT ExPOSED Title: AStandard Plate Library Trash Guard for End Section City of Monticello Date: 03-05 Plate No. Revised! 03-15 400 VARIABLE ` WIDTH E pa?��n THE PROPERTY OF DESIGN TREE ENGINEERING INC. USE BY THE HOLDER OR DISCLOSURE TO OTHERS i i I I J mmnmm DESIGN TREE ENGINEERING INC. REPRODUCTION OF THE MATERIAL HEREIN WITHOUT WRITTEN y5 tea++ STATES AND WILL SUBJECT THE VIOLATORS TO , �> n�r�e; p°� NO. DATE moa me'�ewo. Z PUD DEVELOPMENT PLANS 5 ` G[A55 V GROvtED HANDPE ED RIPRAP w 2mDEEP o¢. 2' DEEP ALONG SPILLWAY WITH 18" GRANNULAR FILTER ��� �qmm<NO�`+ - o is e0mmop 00 e��AW SECTION A—A + �emrw_ J �nn"�v�n in v. � F q 7 w }N — moi4 Toa ooroa 2� mo4�GL�in n�i� �I o�'H�^wr� eJ Fi 0 O u n� yvwean ✓Y a _ em rirtNwn6 LLy aoJnwJ—sfmiw»enaam s� �IZu� �—a ]ci ^i diff Ndm�-r�m� nn mmmao-o�n N✓ri �.a � pa?��n THE PROPERTY OF DESIGN TREE ENGINEERING INC. USE BY THE HOLDER OR DISCLOSURE TO OTHERS i i I I J mmnmm DESIGN TREE ENGINEERING INC. REPRODUCTION OF THE MATERIAL HEREIN WITHOUT WRITTEN y5 tea++ STATES AND WILL SUBJECT THE VIOLATORS TO , �> Z �a gra p°� NO. DATE I/7 O Z PUD DEVELOPMENT PLANS 5 ` G[A55 V GROvtED HANDPE ED RIPRAP w 2mDEEP o¢. 2' DEEP ALONG SPILLWAY WITH 18" GRANNULAR FILTER BLANKET & GEOTEKTILE FABR'G J - o is .3, 00 pa?��n THE PROPERTY OF DESIGN TREE ENGINEERING INC. USE BY THE HOLDER OR DISCLOSURE TO OTHERS i i I I ENGINEERING INC. IS PROHIBITED. IT CONTAINS mmnmm DESIGN TREE ENGINEERING INC. REPRODUCTION OF THE MATERIAL HEREIN WITHOUT WRITTEN y5 tea++ STATES AND WILL SUBJECT THE VIOLATORS TO , COPYRIGHT @ 2022 BY DESIGN TREE ENGINEERING DRAWN BY: RJK CHECKED BY: JEA PROJECT NO.: 00021063 NO. DATE DESCRIPTION FILL A$ NECESSARY - Z PUD DEVELOPMENT PLANS AND COMPACT wK {I ` G[A55 V GROvtED HANDPE ED RIPRAP w 2mDEEP o¢. 2' DEEP ALONG SPILLWAY WITH 18" GRANNULAR FILTER BLANKET & GEOTEKTILE FABR'G J .3, SECTION A—A + J z�wic. in v. m.•.w 7 w }N — moi4 Toa ooroa n�i� �I O u n� yvwean X n � - o�GUm xIN n -rvr^Jc 4 � ofm a � s11 a 11 z nM 118mA;91. m fi !13'7 6' Standard Plate Library Riprap Detail City of Monticello Data; 03-05 Plate No. Revised: 4009 03-15 1/2" EXPANSION JOINTS AT ADJACENT WALK OR STRUCTURE MN/DOT 3702 2% MAX. A CROSS SLOPE CONCRETE SIDEWALK - MN/DOT SPEC. 2521, MIX NO. 3F52 CONTRACTION JOINTS PER MN/DOT SPEC. 2521 6" COMPACTED GRANULAR MATERIAL 1/2" EXPANSION JOINT TYPICAL SIDEWALK DETAIL SCALE=N.T.S. PLAN AND SECTION WAYSE MCOMED AT THE D1S0RETION OF THE CITY ENGINEER WHEN MN MONS SUCH AS PIPE VELOCITIES DO NOT REQUIRE SUCH EXTENSIVE RIP RAP. Title: Standard Plate Library Spillway Section City of Monticello Date: Plate No. Q3—Q5 R°"'1ed:03-15 4010 NOTES: 1. ALL ORGANIC OR OTHER UNSUITABLE MATERIAL SHALL BE REMOVED FROM BENEATH THE ROADWAY. 2" WEARING COURSE (SPWEA330C) TACK COAT 2" NON -WEARING COURSE (SPNWB330C) 6" CLASS 5 AGGREGATE BASE COMPACTED SUBGRADE -NOTIFY ENGINEER PRIOR TO PLACING AGGREGATE BASE IF ORGANIC MATERIAL IS ENCOUNTERED IN SUBGRADE HEAVY DUTY BITUMINOUS PAVEMENT SECTION SCALE=N.T.S. NOTE' TYPICAL SIGN IN51AUAT10N WHEN STREET NAME SIGNS ARE NOT INSTALLED TRAFFIC SIGN SPECIFICATIONS MATERIAL: ALUMINUM SHALL BE 5052-H38 OR 6061-T6 ALLOY. GAUGE SHALL BE: .080 ON THE LONGEST SDE UP TO 30" .100 ON THE LONGEST SIDE OVER 30" REFLECTING SHEETING SHALL BE DIAMOND GRADE. ALL SIGNS CONFORM TO SECTIONS 2564 AND 3352, SIGNS AND MARKERS STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION. CHANNEL POST SPECIFICATIONS GALVANIZED STEEL CHANNEL POSTS SHALL BE USED, 2.5 LB/FT POSTS SHOULD BE USED THAT ARE PUNCHED ON 1" CC. GALVANIZED POSTS SHALL BE OF THE 4 -RIB DESIGN. POSTS ARE TO BE 7 FEET IN HEIGHT BETWEEN BOTTOM OF SIGN AND FINISHED GROUND. BOLTS, NUTS, AND WASHERS HARDWARE SHALL BE GRADE 5 MINIMUM AND BE GALVANIZED OR. CADMIUM PLATED, Standard Plate Library City of Monticello Typical Traffic Sign Installation Date: 03—OS Plate No. Revised: 03-105 5016 NOTES: 1. ALL ORGANIC OR OTHER UNSUITABLE MATERIAL SHALL BE REMOVED FROM BENEATH THE ROADWAY. \,,_1-1/21' WEARING COURSE (SPWEA330C) TACK COAT 2" NON -WEARING COURSE (SPNWB330C) 6" CLASS 5 AGGREGATE BASE COMPACTED SUBGRADE -NOTIFY ENGINEER PRIOR TO PLACING AGGREGATE BASE IF ORGANIC MATERIAL IS ENCOUNTERED IN SUBGRADE LIGHT DUTY BITUMINOUS PAVEMENT SECTION SCALE=N.T.S. 1/2" R - 311 R 1 SLOPE 6" �3 % PER FT / 8„ VARIES SEE PLAN TIPPED GUTTER 1/2" R ■ ■ . 1-1/2" 1/211 R TIPPED GUTTER PE 5 32/4"%R FT 1/2" R ��--- 1 ° l $ 9-11/2" 1, °l a °J. l �' B6 CURB AT DRIVEWAY VARIES SEE PLAN 1/2" R ,TIPPED GUTTER 3 SLOPE 1 /2" R 3/4" PER FTI M 1211,VARIES SEE PLAN CURB & GUTTER DETAILS SCALE=N.T.S. D4 CURB DESIG N *TREE engineering + land surveying St. Cloud I Alexandria I Rogers 320-217-5557 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. PRINTED NAME: MICHAEL J. GERBER DATE: 05/09/22 LICENSE #: 56653 HEADWATERS MULTIFAMILY DEVELOPMENT MONTICELLO MONTICELLO, MN THIS DRAWING AND THE INFORMATION THEREIN IS THE PROPERTY OF DESIGN TREE ENGINEERING INC. USE BY THE HOLDER OR DISCLOSURE TO OTHERS i i I I ENGINEERING INC. IS PROHIBITED. IT CONTAINS PROPRIETARY AND CONFIDENTIAL INFORMATION OF DESIGN TREE ENGINEERING INC. REPRODUCTION OF THE MATERIAL HEREIN WITHOUT WRITTEN y5 VIOLATES THE COPYRIGHT LAWS OF THE UNITED STATES AND WILL SUBJECT THE VIOLATORS TO , COPYRIGHT @ 2022 BY DESIGN TREE ENGINEERING DRAWN BY: RJK CHECKED BY: JEA PROJECT NO.: 00021063 NO. DATE DESCRIPTION FILL A$ NECESSARY - a PUD DEVELOPMENT PLANS AND COMPACT wK {I ` G[A55 V GROvtED HANDPE ED RIPRAP w 2mDEEP 2' DEEP ALONG SPILLWAY WITH 18" GRANNULAR FILTER BLANKET & GEOTEKTILE FABR'G J .3, SECTION A—A + Standard Plate Library Riprap Detail City of Monticello Data; 03-05 Plate No. Revised: 4009 03-15 1/2" EXPANSION JOINTS AT ADJACENT WALK OR STRUCTURE MN/DOT 3702 2% MAX. A CROSS SLOPE CONCRETE SIDEWALK - MN/DOT SPEC. 2521, MIX NO. 3F52 CONTRACTION JOINTS PER MN/DOT SPEC. 2521 6" COMPACTED GRANULAR MATERIAL 1/2" EXPANSION JOINT TYPICAL SIDEWALK DETAIL SCALE=N.T.S. PLAN AND SECTION WAYSE MCOMED AT THE D1S0RETION OF THE CITY ENGINEER WHEN MN MONS SUCH AS PIPE VELOCITIES DO NOT REQUIRE SUCH EXTENSIVE RIP RAP. Title: Standard Plate Library Spillway Section City of Monticello Date: Plate No. Q3—Q5 R°"'1ed:03-15 4010 NOTES: 1. ALL ORGANIC OR OTHER UNSUITABLE MATERIAL SHALL BE REMOVED FROM BENEATH THE ROADWAY. 2" WEARING COURSE (SPWEA330C) TACK COAT 2" NON -WEARING COURSE (SPNWB330C) 6" CLASS 5 AGGREGATE BASE COMPACTED SUBGRADE -NOTIFY ENGINEER PRIOR TO PLACING AGGREGATE BASE IF ORGANIC MATERIAL IS ENCOUNTERED IN SUBGRADE HEAVY DUTY BITUMINOUS PAVEMENT SECTION SCALE=N.T.S. NOTE' TYPICAL SIGN IN51AUAT10N WHEN STREET NAME SIGNS ARE NOT INSTALLED TRAFFIC SIGN SPECIFICATIONS MATERIAL: ALUMINUM SHALL BE 5052-H38 OR 6061-T6 ALLOY. GAUGE SHALL BE: .080 ON THE LONGEST SDE UP TO 30" .100 ON THE LONGEST SIDE OVER 30" REFLECTING SHEETING SHALL BE DIAMOND GRADE. ALL SIGNS CONFORM TO SECTIONS 2564 AND 3352, SIGNS AND MARKERS STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION. CHANNEL POST SPECIFICATIONS GALVANIZED STEEL CHANNEL POSTS SHALL BE USED, 2.5 LB/FT POSTS SHOULD BE USED THAT ARE PUNCHED ON 1" CC. GALVANIZED POSTS SHALL BE OF THE 4 -RIB DESIGN. POSTS ARE TO BE 7 FEET IN HEIGHT BETWEEN BOTTOM OF SIGN AND FINISHED GROUND. BOLTS, NUTS, AND WASHERS HARDWARE SHALL BE GRADE 5 MINIMUM AND BE GALVANIZED OR. CADMIUM PLATED, Standard Plate Library City of Monticello Typical Traffic Sign Installation Date: 03—OS Plate No. Revised: 03-105 5016 NOTES: 1. ALL ORGANIC OR OTHER UNSUITABLE MATERIAL SHALL BE REMOVED FROM BENEATH THE ROADWAY. \,,_1-1/21' WEARING COURSE (SPWEA330C) TACK COAT 2" NON -WEARING COURSE (SPNWB330C) 6" CLASS 5 AGGREGATE BASE COMPACTED SUBGRADE -NOTIFY ENGINEER PRIOR TO PLACING AGGREGATE BASE IF ORGANIC MATERIAL IS ENCOUNTERED IN SUBGRADE LIGHT DUTY BITUMINOUS PAVEMENT SECTION SCALE=N.T.S. 1/2" R - 311 R 1 SLOPE 6" �3 % PER FT / 8„ VARIES SEE PLAN TIPPED GUTTER 1/2" R ■ ■ . 1-1/2" 1/211 R TIPPED GUTTER PE 5 32/4"%R FT 1/2" R ��--- 1 ° l $ 9-11/2" 1, °l a °J. l �' B6 CURB AT DRIVEWAY VARIES SEE PLAN 1/2" R ,TIPPED GUTTER 3 SLOPE 1 /2" R 3/4" PER FTI M 1211,VARIES SEE PLAN CURB & GUTTER DETAILS SCALE=N.T.S. D4 CURB DESIG N *TREE engineering + land surveying St. Cloud I Alexandria I Rogers 320-217-5557 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. PRINTED NAME: MICHAEL J. GERBER DATE: 05/09/22 LICENSE #: 56653 HEADWATERS MULTIFAMILY DEVELOPMENT MONTICELLO MONTICELLO, MN THIS DRAWING AND THE INFORMATION THEREIN IS THE PROPERTY OF DESIGN TREE ENGINEERING INC. USE BY THE HOLDER OR DISCLOSURE TO OTHERS WITHOUT THE PERMISSION OF DESIGN TREE ENGINEERING INC. IS PROHIBITED. IT CONTAINS PROPRIETARY AND CONFIDENTIAL INFORMATION OF DESIGN TREE ENGINEERING INC. REPRODUCTION OF THE MATERIAL HEREIN WITHOUT WRITTEN ERMISSION OF DESIGN TREE ENGINEERING INC. VIOLATES THE COPYRIGHT LAWS OF THE UNITED STATES AND WILL SUBJECT THE VIOLATORS TO LEGAL PROSECUTION. COPYRIGHT @ 2022 BY DESIGN TREE ENGINEERING DRAWN BY: RJK CHECKED BY: JEA PROJECT NO.: 00021063 NO. DATE DESCRIPTION 1 05/09/2022 PUD DEVELOPMENT PLANS CIVIL DETAILS DRAWING NO. C602 DESIG N *TREE engineering + land surveying St. Cloud I Alexandria I Rogers 320-217-5557 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. PRINTED NAME: MICHAEL J. GERBER DATE: 05/09/22 LICENSE #: 56653 HEADWATERS MULTIFAMILY DEVELOPM ENT MONTICELLO MONTICELLO, MN THIS DRAWING AND THE INFORMATION THEREIN IS THE PROPERTY OF DESIGN TREE ENGINEERING INC. USE BY THE HOLDER OR DISCLOSURE TO OTHERS WITHOUT THE PERMISSION OF DESIGN TREE ENGINEERING INC. IS PROHIBITED. IT CONTAINS PROPRIETARY AND CONFIDENTIAL INFORMATION OF DESIGN TREE ENGINEERING INC. REPRODUCTION OF THE MATERIAL HEREIN WITHOUT WRITTEN ERMISSION OF DESIGN TREE ENGINEERING INC. VIOLATES THE COPYRIGHT LAWS OF THE UNITED STATES AND WILL SUBJECT THE VIOLATORS TO LEGAL PROSECUTION. COPYRIGHT @ 2022 BY DESIGN TREE ENGINEERING DRAWN BY: RJK CHECKED BY: JEA Grovel pods) Mrl Class CA -15 NO. DATE —7" NG NUT L 05/09/2022 cr CA -25 Riprop Bedding OVERFLOW BLOT IN SHROUD o & Geotextile fabric Original grade DISTURBED AREA, CONSTRUCTION SITE, ATTACHMENT N06 �R ie a STABILIZED STORAGE AREA OR STAGING Fm IL AREA SILT FABRIC m " WF Sci� SECTION B-8 not to SCaie ( ) .gam_ O EXISTING CURB TSPECSLEEVE SPECIAL PER PROVISION i PROVISION 3886 Ribbed or Corrugaked steel plates EXISTING PAVED —12, MIN—I CONSTRUCTION MATS, WOVEN OR TRN ROADWAY OVERFLOW I5 A2 OF THE CURB BOX HEIGHT< ® ® 50' NIN !dp Original Geotextile fabric SECT16N A -A grade END OVERLAP �a w �. k �� a (net to stele) —Is• MIN " $ NOTES: OhOnnerize runoff to sediment Sediment Trapping Device trapping device Pp g SIDE OVERLAP TRIM END OVERLAP WITH SPIKES aR STAKES e� WIMaC ROAD DRAIN CG -23' HIGH FLOW INLET PROTECTION CURB AND GUTTER MODEL DEFLECTOR PLATE OR CITY APPROVED EQUAL - _gid 4 rt Tao w � Z �4 4z �� 0Lq II o $ �°� oW �a a ;; = w a m cn ix II f' OVERFLOW IS X OF THE CURB BOX HEIGHT d. 'd rcFz� r G'6 m N E'u W I L I I r. ....................... STRAP CONNECT➢RS OVERFLOW AT TOP OF FILTER ASSEMBLY ok �m$g 0 z ' CONSTRUCTION MAT END OVERLAP INTERLOCK WITH STRAP C➢NNEC TORS URB �„ a sw hgIys of F� o m`� z� " Z I6–r0.am Ribbed or Corrugated steel plates A A ENI] OVERLAP L���',�� Oti 7 <❑ 2i a' lk� 2y- �Qp �� O it Z 1 �a.,q� / j $ _ _ mo 3 �"I� a �= dq J� j T h� z O / FILTER ASSEMBLY DIAMETER, ON-GRA17E SILT FABRIC SLEEVE rtN PER MIDOT SPECIAL _ _ �$i,S a W aW you IL <€� �.�. LLJ SIDE 6' 10 AT LOW POINT PROVISIOSeas i r zo 13 5 U OVERLAP j o ja R n 24' min. x Slope away from } t HIGH-FLOW FABRIC FDR THE NEW R -3290 -VB STANDARD CASTING, INSTALL WIMCO ROAD DRAIN CG -3290 'OR CITY APPROVED EQUAL, �i- 3a W3� orzW <i w highway n 5D' PAD AREA (ANY SIZE) min. Match Of Right Of Way �m �¢ $� A CALL TO GOPHER STATE ONE (a54-0002) Existing Grade PLAN 3i'm 6 REOVIRED A MINIMUM OF ag HOURS PPoOR TO PERFORMING ANY ExOAVATION, Tine: Commercial Gravel AStandard Plate Library Construction Entrance of Monticello oat®; date No. Title: IR:,atndard Plate Library Mud Mat Entrance City of Monticello Date: Plate No. Title: Inlet Protection Standard Plate Library Catch Basin Insert City of Monticello Date: Plate No. Title- Inlet Protection AStandard Plate Library Grate Inlet Cover City of Monticello Date: Plate No. rtle: Residential BLilldln g Standard Plate Library Erosion Control Cit of Monticello pate; Pfa#e IVCity yRevised.06-14 03-07 600Revlsed.0s-14 03-15 fi003 06-14 Revised: 6004 03-1.9 Revised:6005 03-15 Revis;ed:03-05 6006 03-15 Emergency spillway crest ����d FO�� P1 e Le. za- Anti seepage collar (typ.) L-40 40 3 • ! 3, TEMPORARY SENMENTATION BASIN WITH OUTLET PIPE spillway crest �♦ RP BSMN,FSPFRSM.YG. 1.�381APLE8 PFR S0. YG. ATN 6TPpLFS PFR SQ Y0. A'1 r8f,ID[s d:I SLOPE6 lEGH FL@N GMa<VNELe sHORE�,ff `Emergency � et Perforated Where the flaw of water is Standpipe sheeting, place sod strips PI e perpendicular to the direction of water flow. i 5 � Anti seepage collar (typ.) � SHINGLING SOD atc 3D — TEMPORARY SEDIMENTATION BASIN WITH STAND PIPE OUTLET Emergency spillway d Perforate standpipe I� 3/4" rock cone D 5 1. PRFPAAE SOIL EF WRF NSTALLING SIAMf.T6, NCLVGINGAfN NEGES64RY LPPLICAPGN OF IIMf, FERIILIEfR, MIG FfEq. 2. fFdNAT Hf CP OF MES Bf ETPNGHdUNq HffW Rf INPFI16onl £EPMf I+SN ] WqE REH H WPHAPPftOAlIW.1ELV IS 190uin1��AT�ETP LTENGF➢BEY�W THE OPSWPE PORTION OF THE SPPiPA PfICHGRTIE >wnHnrcworsTnaL�.srsTsnESAVPnaz..wTaTlrrw�IPrnxTxTHfeoT.TornoFTHer�NdH. I. 1/3 Z T Where the flow of water is 1" holes spaced B" to 10" on center concentrated, place sod stips sTPacRrsTR sem. Na�R°xl , P,I, i IAP.RT.�s n�wlm °r Bra Rw E. D = diameter of standpipe equal t0 daTTleker Of pipe. NOTE: parallel to the dlYeatlDn of water flow,°b9En 5. ROLL THE 9�AHxETS{P.] PC++H OR FBI NOWiFMALtY ACRC66 Pk 84OPE. B�+NNa=T6 WILL VuROLL WRH APPRCP+CATE S CF AGMNSTFHESUILSVRFACE,ML&RNNETSWJ6TRERWTERNP DENMTNUANGUPFRCE RTPLAC SN MAPCE&81AK FS IN PPPIOGPPoATE LCGTN]NSPS BVbWNWRVE STAI4E PATTERN C,LIGE. WHEN 1191NGOPTIONAL GGT SY818M STARE85TPKE8 LEO KMN� AGH.OETHE� OREGGGTs GHH�H�NrtINGro F�A��G RR ERTAE �PAmAN. OVERLAPPING SOD Pipe material must be r id p /� NV E MOF F'c'�SarvtswnldYFRLAP GFP N°M¢ ON btl sOFPPI M SELPF— MUST Bf OTA EG WIiHn PRO EDM KEf��BEING 9TPlL£G ON TO9I EVEN YYPH�THEOGLORED 9£N�N3TrtCH GNATHEFPEYICO%TIfWNSTA41�EO ELAHwLNII(ET STAND PIPE DETAIL Although pegging Of sod is not specifically required it is understood that the";EM, EM, EES,IMqTa°°."RENC;,;R'WMSWE„,I�"N"PP�lI—C contractor will be responsible for the successful establishment of the sod including re air ' or replacement of sad which becomes displaced or darn❑ ed due to lock of P p 9 HGTE: INLOG&ESCILCPNGRICNS.TME VBGCF STARF CR FLAKE LENGTHF:REo-TEF THAN s'i,s,m7 MAY BE NECFSEARY TO protection or proper Care. PRGPERLY9ECVFE NEBdNKETB, Standard Plate Library City of Monticello Title: Temporary Sediment Basin Date; Plate No. Standard Plate Library City of Monticello '�° Sod Placement Date; Plate Na. Standard Plate Library City of Monticello Title: Erasion Control Blanket stapling Patterns &Installation Date: Plate No. 03 a� 03-07 03-08 Revised: 03-1 6007 Revised: Q3-15 6010 Revised: 03-15 6011 DESIG N *TREE engineering + land surveying St. Cloud I Alexandria I Rogers 320-217-5557 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. PRINTED NAME: MICHAEL J. GERBER DATE: 05/09/22 LICENSE #: 56653 HEADWATERS MULTIFAMILY DEVELOPM ENT MONTICELLO MONTICELLO, MN THIS DRAWING AND THE INFORMATION THEREIN IS THE PROPERTY OF DESIGN TREE ENGINEERING INC. USE BY THE HOLDER OR DISCLOSURE TO OTHERS WITHOUT THE PERMISSION OF DESIGN TREE ENGINEERING INC. IS PROHIBITED. IT CONTAINS PROPRIETARY AND CONFIDENTIAL INFORMATION OF DESIGN TREE ENGINEERING INC. REPRODUCTION OF THE MATERIAL HEREIN WITHOUT WRITTEN ERMISSION OF DESIGN TREE ENGINEERING INC. VIOLATES THE COPYRIGHT LAWS OF THE UNITED STATES AND WILL SUBJECT THE VIOLATORS TO LEGAL PROSECUTION. COPYRIGHT @ 2022 BY DESIGN TREE ENGINEERING DRAWN BY: RJK CHECKED BY: JEA PROJECT NO.: 00021063 NO. DATE DESCRIPTION 1 05/09/2022 PUD DEVELOPMENT PLANS EROSION CONTROL DETAILS L»_mTrIILei 0 C603 praL PLUNKETT RAYSICH ARCHITECTS, LLP Monticello Modular Multi -Family - Monticello, WI praL PLUNKETT RAYSICH ARCHITECTS, LLP Monticello Modular Multi -Family - Monticello, MN EAST ELEVATION 118" = 1'-0" EAST ELEVATION 2 118" =1'-0" co__— — m Lo M N N O N Lo 118" =1'-0" TRUSS BRG I1 154'-6" FIFTH FLOOR n 144'-711/V I FOURTH FLOOR 133'-9" THIRD FLOOR 122'-10112" SECOND FLOOR 112' 0" NORTH ELEVATION 2 118" = 1'-0" VIII Q TRUSS BRG n 154'-6" EXTERIOR ELEVATIONS SYMBOLS LEGEND /lkl�SECTION REFERENCE 101 ELEVATION NOTE FIFTH FL00R1 144'-7112" -1 TRUSS BRG I1 154'154'-6" F FIFTH FLOOR 144''-7112" FLOOR 133'-9" THIRD FLOOR 122'-10112" ECOND FL00� 112'-0" 1 DETAIL REFERENCE 101 AL01 WINDOW TYPE OX —► CONSTRUCTION KEYNOTE TRUSS BRG I1 154'-6" FIFTH FLOOR 144'-7112" FOURTH FLOOR 133'-9" THIRD FLOOR I1 122' 10112" SECOND FLOOR 112'-0" FIRST FLOOR 100'-0" EXTERIOR ELEVATION NOTES MARK DESCRIPTION 0 0 n o o rn oa rn cro�t Lr, Ln N LA � m n a m .ct z rn n _ U� V7 J } J �U ww �ry CLQ � 1 EXTERIOR FINISH PATTERNS O Q Z Cu O J Lu H J FOURTH FLOORA LAP SIDING - COLOR 1 (LIGHT GRAY) of PANEL SIDING - COLOR 1 (LIGHT GRAY) LuLu 133' LAP SIDING - COLOR 2 (DARK GRAY) u PANEL SIDING - COLOR 2 (DARK GRAY) (o Q PROGRESS DRAWINGS LAP SIDING - COLOR 3 (WOOD -LOOK) PANEL SIDING - COLOR 3 (WHITE) V DATE: STONE 05-09-22 ARCHITECTURAL PRECAST � O z THIRD FLOOR n U- J SHEET NO: a M 122'-10112® Zo L_ O EXTERIOR ELEVATIONS GENERAL NOTES cu � U_ z A. PAINT ALL EXPOSED STEEL LINTELS TO MATCH ADJACENT MASONRY COLOR o B. TRIM ALL EXTERIOR LIGHTING FIXTURES, OUTLETS, HOSE BIBBS AND ALL OTHER SIDING PENETRATIONS WITH 1X4 i FIBER CEMENT TRIM (TYP.) — SECOND FLOOR , 112'-0" FF C. REFER TO SHEET A891 FOR WINDOW FRAME ELEVATIONS D. SEALANT COLORS TO MATCH ADJACENT FINISHED SURFACES. TRUSS BRG I1 154'-6" FIFTH FLOOR 144'-7112" FOURTH FLOOR 133'-9" THIRD FLOOR I1 122' 10112" SECOND FLOOR 112'-0" FIRST FLOOR 100'-0" EXTERIOR ELEVATION NOTES MARK DESCRIPTION 0 0 n o o rn oa rn cro�t Lr, Ln N LA � m n a m .ct z rn n _ U� V7 J } J �U ww �ry CLQ REVISIONS: � 1 O Q Z Cu O J Lu H J O V C of LuLu ~ W F (o Q PROGRESS DRAWINGS Z= U O V DATE: cu 05-09-22 � O z JOB N0: 210285-02 U- J SHEET NO: a M O Zo L_ O O cu � U_ z U o U i 23 O REVISIONS: C0 Z O Q Z w O J Lu H J O V C of LuLu ~ W U (o Q PROGRESS DRAWINGS Z= U O} V DATE: ry~ 05-09-22 � O z JOB N0: 210285-02 U- J SHEET NO: a 0 O" N INA400 Zo C1 SOUTH ELEVATION 118" = 1'-0" IT m E1 WEST ELEVATION 0 118" = 1'-0" r�. Ic CII I� —1 SOUTH ELEVATION - END 118" = 1'-0" 111A 0 coo CD — — 66 — JJ-- 9 o a0 101 N — N ELEVATION NOTE O WINDOW TYPE N FIFTH FLOOR 00 �► CONSTRUCTION KEYNOTE � M — Q 05-09-22 m E1 WEST ELEVATION 0 118" = 1'-0" r�. Ic CII I� —1 SOUTH ELEVATION - END 118" = 1'-0" 111A 0 UL e j VIII �i�l III r:n n. VIII IIS � EXTERIOR ELEVATIONS SYMBOLS LEGEND TRUSS BRG 154'-6" FIFTH FLOOR 144'-7112" FOURTH FLOOR 133'-9" THIRD FLOOR 122'-10112" SECOND FLOOR 112'_0.,-0" 1..... FIRST FLOOR t 100'-0" FIRST FLOOR 100'-0" FIRST FLOOR 100'-0" CD 0 n o ld� o a o rn oa rn m cn m as O v m N LA 1 m n a m .ct z rn n _ U� V7 J } J �U ww �cy CLQ TRUSS BRG 0 154'-g" V SECTION REFERENCE o DETAIL REFERENCE JJ-- 9 o 1101 101 Lu Lu �~ ELEVATION NOTE AL01 WINDOW TYPE (%� Q FIFTH FLOOR Z= U �► CONSTRUCTION KEYNOTE � 144'-7112" DATE: cu 05-09-22 � O z EXTERIOR FINISH PATTERNS LL. J SHEET NO: M LAP SIDING - COLOR 1 (LIGHT GRAY) A401 PANEL SIDING - COLOR 1 (LIGHT GRAY) FOURTH FLOOR 133 -93 LAP SIDING - COLOR 2 DARK GRAY ( ) O PANEL SIDING - COLOR 2 DARK GRAY ( ) cu � U L:1 LAP SIDING - COLOR 3 (WOOD -LOOK) U PANEL SIDING - COLOR 3 (WHITE) o O STONE ARCHITECTURAL PRECAST L.: THIRD FLOOR 122'-1011 EXTERIOR ELEVATIONS GENERAL NOTES A. PAINT ALL EXPOSED STEEL LINTELS TO MATCH ADJACENT MASONRY COLOR B. TRIM ALL EXTERIOR LIGHTING FIXTURES, OUTLETS, HOSE BIBBS AND ALL OTHER SIDING PENETRATIONS WITH 1X4 FIBER CEMENT TRIM (TYP.) C. REFER TO SHEET A891 FOR WINDOW FRAME ELEVATIONS SECOND FLOOR 112'-0" D. SEALANT COLORS TO MATCH ADJACENT FINISHED SURFACES. FIRST FLOOR 100'-0" FIRST FLOOR 100'-0" CD 0 n o ld� o a o rn oa rn m cn m as O v m N LA 1 m n a m .ct z rn n _ U� V7 J } J �U ww �cy CLQ REVISIONS: � 1 0 z w o J Lu o V C of Lu Lu �~ w U (%� Q PROGRESS DRAWINGS Z= U O � V DATE: cu 05-09-22 � O z JOB N0: 210285-02 LL. J SHEET NO: M O A401 Zo L_ (3.) O cu � U z U �-_� o O REVISIONS: C0 z 0 z w o J Lu o V C of Lu Lu �~ w U (%� Q PROGRESS DRAWINGS Z= U O} V DATE: ry~ 05-09-22 � O z JOB N0: 210285-02 LL. J SHEET NO: ON CD N A401 Zo A401 Alco CD O 66 CV CV 0 N Cl Q m Z ry 0 0 I I I I I I I I Al 9'-0" TYP bo 0 N 0 zo 31 SPACES PARKING 209'-11" A400 E1 257'-6" A400 C3 —L� OFFICE OFFICE o ELECT ELECTRICAL a; W WORK - \\ I o STOR ' �� • )2B B PASS v N I� �\ VEST \\ I \ Q \ RECEPT \ 14'.8" PASS TLT Wi LOBBYEll 2B \ � CORR \ \ \ • STAIR \\\ ----z - ---- \ CORR • ----� }- LOBBY/ LOUNGE \ • CONF ----4_ k---- MAIL \ • • ----4, , L \ \ \ PASS \ \ o` o \\ 3 3 STOR E4 "500 500 3 , 1Tx , 1 , A A401 E1 0 0 CID c n cmn PARKING ?.0 1 � 1t Qr STAIR" A3 NORTH A401 FIRST FLOOR PLAN - OVERALL 3132" =1'-0" 2 U CL (/) J J rU ww �z_ ZU ��af CLa REVISIONS: J J Q C� .E W Cu z Q Z � O o — J O J LL = U ( of U LL O � Z= U 0Co O} DATE: ty OD � O z 0 o SHEET NO: c ON N A201 Zo O co 0 U z C:3 o o C U G o REVISIONS: J J Q C� W O z Q Z � O o — J O J LL = U ( of U LL (n Q PROGRESS DRAWINGS Z= U O} DATE: ty 05-06-22 � O z JOB N0: 210285-02 L.L J SHEET NO: ON N A201 Zo 7 O O N_ N N O N 00 0 Q m Z Q ry 0 15 14 13 12 I I I I I ❑ �I I Inl---�aLJ n-- In r k _ L I I II I L JI L_ J _ _ -I LJ LJ - - F -1 STAIR L J-----l T 0 BEDR00 � 2B 2B E A400 E1 9 8 7 6 5 4 3 2 1 El E:1 I I I I I I I I I II I�� LJ LJ -- LJ JJ LJ--- ��/ L J JJ _ _ n --7n nT I _ _ n --Tn ---In nl I I I I I I I I �� r� I I I I r JAN/ STORAGE L L I I - J L_ _ _ _Y� V_ _ _ J L_ _ _ _VJ F- -- � J L 7 J J J L I L J L J L J I --1 LJ J --- ---� LJ F J F-1 �F J L L L L L J An I J J L J ---------- -- ------ L J L J ---------- 7 LT —pp.�� B R00 ---- ----LLE 0 BE'DRO �_� �0 B ROO E Lo — PASS20 CORR A400 C3 LOUNGE/ PUB DECK TRAS L1Oil - --J1ML o Rgf °o0 ��__" - -- -- 0 0.5P 0.5P 0.57 0.5P 0.5P 0.5P 1B 0.5P 0.5P 0.5P 0.5P 7 0.5P UP q5P 0.5P 0.51 0.5P 0.5P 0.5P 0.5P 0.5P 0.5P 0.5 0.5P 0.5P 0.5P 0.5P 0.5P 0.5P 0.5P co' \\ d9'0 d9' d9'0 d9'0 d9'0 d9,0 d9 0 d9'0 d9'0 — d9'0 — 9'0 d9 0 d9' d9'0 d9'0 d9'0 d9'0 —d9 — — — d9'0 — — d9'0— — d9'0 — d '0 d9'0 d9 0 d9'0 d9'0 d9'0 d9'0 d9'0 d9'0 d9'0 d9'0 \ \ — — O O — — — O O — — — — — — — O O— — — O --- 0 _ — — 0 O — — — ---- Ref -- ° o --- o ° -- Ref -- - --- -- - - ° - - Ref I ® ° I Ref ° Ref I Ref - - ° - - - - ° - - Ref \ \ \ C1 A400 0 0 0 0 0 0 0 0 0 0 \ f \ Lq \ \ STAIR \ �0 B DROOM ONE BDROQI BE ROOM ONE BDROQ QNE BE�ROOM ONE BEpROa-E BF�DROOM \\ UP J J L J J J L J J J L J J J \ r� r� rr r� rr r� rr a r L L L J II L L L J L L L L II L a - -- -��----��------��---� I---� , �.�TORAGE J L J I L J } LJ L J LJ }„I LJ L J LJ } LJ L a L J I I f 1 11 11 I I 11 7- �__ u u1 --J J L___1u u1 --J r J --1u u1 --J J __1u \ J a1 JJ 1 1 � J L 7� --1 r� J L J L /r` AL ❑ ❑ ❑ ❑ ❑ ❑ ❑ ��r �•' I I I I I 0 EB /••\/- �' 0 Al • sop 500 ii ••i�.��'• o C1 r ' J T CD LLL A ONE 4M - ` ONE�ED-R f=- -Tim ONE BED \ �\ o COR'`\ �,��, _ E_EDR Al fi�rr=i ONE BFD UNIT TYPE STUDIO \�. o ONE_§EDR 1 BR --, ,-O 2 BR ”-- �J-' + E1 i 'ONE BFD - �V °`° c, ii ° A E�FDR o 0 WT ONE 2�TAIR \ BFD RASH 7 -3 = ` TWO_BE�R TWO B 21 - ' - o c/ 1 s o TT t J °° \ A3 NORTH A401 SECOND FLOOR PLAN - OVERALL 3132" = 1'-0" KEY PLAN O o an O m o v o 0 0+ o+ m ONw ao 0 ON o v Ln Ln V V N M N V V1 V 00 In O V M v ao rn � v w _o O Mao N I� N to M mm r0 an an M � y c c o A 0 0 c c d N an v N Q1 an a`+ t � C) o 2 N O v 0 N VCL J rU ww Zw AA CLQ REVISIONS: z Q 0 - of O U - c] z Z o0 Lu cn J J J J U W E � U co (%� Q �--� U— O} V > DATE: �~ 05-18-22 E � O z JOB N0: 210285-02 LL. J SHEET NO: O ',— 0 cu 0 O � G 0 O cu U C:3 o U O REVISIONS: z Q 0 - of O U - c] z Z o0 Lu cn J J J J U W Lu � U O (%� Q PROGRESS DRAWINGS Z= U O} V > DATE: �~ 05-18-22 � O z JOB N0: 210285-02 LL. J SHEET NO: ON N QA202 Zo N O N ('14 N O N 00 Lo 0 Q i m Z Q ry m C A3 A401 NORTH THIRD FLOOR PLAN - OVERALL 3132" = 1'-0" KEY PLAN Z O J J VC15 U LU DZ /1 Q Z=_ U ON V Ow LjLY J ON N O N Zo 0 0 Ln o w o v O o rn w ON m ON w O ON O v Ln V1 V V N m N V V1 V 00 I, cn O 0 In Y Y Y Y 2 VCL U-) J J vi rU ww zry CLQ .E co F O O CU > =:3 O -C:3 0 O O O CU U CU O O REVISIONS: Z Q J ry O O J LL C) F— J J W O PROGRESS DRAWINGS DATE: 05-18-22 JOB NO: 210285-02 SHEET NO: A203 ti O N N N O N 00 Lo 0 Q i m Z Q ry m C INS A3 A401 NORTH FOURTH FLOOR PLAN - OVERALL 3132" = 1'-0" KEY PLAN Z O J J VC U Lu DZ /1 Q Z=_ U ON V Ow Y J ON N O N Zo 0 0 Ln o w o v O o rn w ON m ON w O ON O v Ln V1 V V N m N V V1 V 00 I, cn O 0 In 2 VCL U-) J J vi rU ww zry CLQ .E co F O O CU > =:3 O -C:3 0 O O O CU U CU O O REVISIONS: PROGRESS DRAWINGS DATE: 05-18-22 JOB NO: 210285-02 SHEET NO: A204 7 O N N N O N 00 Lo 0 Q i oO z Q ry m C A3 NORTH A401 FIFTH FLOOR PLAN - OVERALL 3132" =1'-0" i KEY PLAN Z O w J J VC U LU DZ /1 Q Z=_ U ON V Ow Y J H � ON N O N Zo 0 0 Ln o w o v O o rn w ON m ON w O ON O v Ln V1 V V N m N V V1 V 00 I, cn O 0 In Y Y Y Y 2 VCL U-) J J vi rU ww zry CLQ .E co F O O CU > =:3 O -C:3 0 O O O CU U CU O O REVISIONS: z Q J n ry O O J LL F - LL LL J J LU O PROGRESS DRAWINGS DATE: 05-18-22 JOB NO: 210285-02 SHEET NO: A205 MONTICELLO, MN SYMBOL DESCRIPTION SYMBOL 12 C7.3 1 C21 A OJ SILT FENCE COMPOST/BIO LOG INLET PROTECTION EROSION CONTROL BLANKET DESCRIPTION NOTE REFERENCE PARKING STALL COUNT LARGE SHEET DETAIL COORDINATE POINT REVISION - ADDENDUM, BULLETIN, ETC. REVISED AREA (THIS ISSUE) TH ALE HEADWATERS MULTI -FAMILY MONTICELLO, MINNESOTA LANDSCAPE PLANS HEADWATERS DEVELOPMENT, LLC. 6511 NEZ PERCE DRIVE CHANHASSEN, MN 55147 TEL 612-325-6520 CONTACT: BRIAN NICHOLSON LANDSCAPE ARCHITECT LANDFORM 105 SOUTH FIFTH AVENUE, SUITE 513 MINNEAPOLIS, MN 55401 TEL 612-252-9070 CONTACT: JOSH POPEHN I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. THIS CERTIFICATION IS ONLY FOR SHEET NUMBERS BEGINNING WITH 1". JOSH POPEHN, RLA v V LICENSE NUMBER: 44803 DATE: 09 MAY 2022 SHEETS ISSUED BY DATE N M 0 SHEET NO. DESCRIPTION o C0.1 LANDSCAPE TITLE SHEET X L2.1 LANDSCAPE PLAN - OVERALL X L2.2 ENLARGED PLAN - ENTRY BEDS X L2.3 ENLARGED PLAN - FOUNDATIONS X L7.1 LANDSCAPE DETAILS X Know what's Be ow. Cd before you dig. HEADWATERS DEVELOPMENT, LLC. 6511 NEZ PERCE DRIVE CHANHASSEN, MN 55317 TEL (612) 325-6520 [ 111' C}F nticeno CHI HEADWATERS MULTI -FAMILY MONTICELLO, MN CONTACT ENGINEER FOR ANY PRIOR HISTORY DATE ISSUE/REVISION REVIEW 09 MAY 2022 CITY SUBMITTAL JKP I hereby certify that this plan was prepared by me, or under my directs a sion, and that I am a duly Licensed Landscape Architect under the laws of the stat NNE TA. �P Joshua K. Pop \ Licens o:?44�1� VO Date: 03.0. 2� Signature hown is a di re o cti of originas ned op is plan on file at Landform Professional Se ice LC office is v ble equest. CP IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. CITY SUBMITTAL MAY 9, 2022 • • L A N D F O R M From Site to Finish • • 105 South Fifth Avenue Tel: 612-252-9070 Suite 513 Fax: 612-252-9077 Minneapolis, MN 55401 Web: landform.net FILE NAME C001HED001.DWG PROJECT NO. HED22001 Landform®and Site to Finish%re registered service marks of Landform Professional Services, LLC. N N O N M 0 0 Z J 1. Contact Utility Service providers for field location of services 72 hours prior to beginning. 2. Coordinate installation with Contractors performing related work. 3. Plant material shall conform to the American Association of Nurserymen Standards and be of hardy stock, free from disease, infestation, damage, and disfiguration. 4. All existing deciduous/coniferous trees are to be trimmed of dead wood and pruned to a natural uniform shape. 5. Planting soil shall consist of 4 parts topsoil to 1 part peat humus, with 3 pounds of commercial fertilizer added per cubic yard. 6. Place plants according to layout with proper nominal spacing. For discrepancy between the number of plants on the Schedule and the number shown on the Drawing, the Drawing shall govern. 7. See Details for depth of planting soil. 8. Install 2 to 3 inch depth of triple -shredded hardwood mulch in perennial bed areas. 9. Install 3 to 4 inch depth of triple -shredded hardwood mulch in shrub bed areas. 10. Install a 4 -foot diameter triple -shredded hardwood mulch dish around trees not placed within a Shrub or Perennial Planting Bed. Edging is not required, unless noted otherwise. 11. Install 2 to 3 inch (nominal size) buff colored limestone to a depth of 4 inches. Landscape fabric shall be installed under all areas of rock. Secure all edges and seams of fabric with 6 -inch landscape staples. 12. Edge planting beds with 6 -inch Black Vinyl Edging (Black Diamond or approved equal) except where adjacent to curbing, walks or buildings. 13. Irrigation is required. Irrigation shall be designed by irrigation contractor. Contractor shall submit design plan and all shop drawings and system components to Landscape Architect for review, prior to purchase and installation. Contractor shall follow all applicable codes and obtain all necessary permits from local jurisdiction. 14. All plant material shall have a 1 -year or 2 complete growing seasons warranty. The warranty shall begin after the last plant has been installed and the Landscape Architect has approved the installation. Landscape contractor is responsible for replacing any and all plant material that dies during the warranty period. Landscape contractor shall assume all costs to any replacements. All replacements shall be same species and sizes and equal or better vigor as original installation. 15. Seed mixture (33-261 Pond and Wet Areas) as defined in current MNDOT Seeding Manual. Native Seeds shall be of Minnesota (or as specified) origin and certified by the Minnesota Crop Improvement Association (MCIA). Provide verifying documentation to the Owner 30 days minimum prior to installation. EVERGREEN TREES CODE QTY BOTANICAL NAME \III Ill//�i • = PIAB 17 Picea abies .,1/11/Iln1\\ eI 4) SHRUBS 0 0 0 0 0 GRASSES 0 0 0 PERENNIALS O FIA PIGL 8 Picea glauca PIDE 12 Picea glauca'Densata' CODE QTY BOTANICAL NAME COPU 30 Cornus pumila HYAR 42 Hydrangea arborescens'Annabelle' JUFO 8 Juniperus chinensis'Sea Green' JUWI 8 Juniperus horizontalis'Wiltonii' TAXG 8 Taxus cuspidata 'Dwarf Bright Gold' COMMON NAME MATURE SIZE PLANTING SIZE ROOT COND. Norway Spruce 50'H x 30'W 6' Ht. White Spruce 50'H x 20'W 6' Ht. Black Hills Spruce 45'H x 20'W 6' Ht. COMMON NAME MATURE SIZE PLANTING SIZE Dwarf Red Tipped Dogwood 4'H x 4'W 3' HEIGHT Annabelle Smooth Hydrangea 5'H x 5'W 5 GAL. Sea Green Juniper Blue Rug Juniper Dwarf Golden Japanese Yew 4'H x 5'W 3' HEIGHT 0.5H x 7'W 3 GAL. B&B B&B B&B CONTAINER POT POT POT POT 4'H x 5'W 24" min. plant height POT TAXM 10 Taxus x media'Tauntonii' Taunton's Anglo -Japanese Yew 3'H x 5'W 24" min. plant height POT CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE CONTAINER CAKF 105 Calamagrostis x acutiflora 'Karl Foerster' Feather Reed Grass 4'H x 2'W 1 GAL. POT CARG 3 Carex grayi Gray's Sedge 3'H x 2'W #1 CARP 35 Carex pensylvanica Pennsylvania Sedge 2'H x 2'W #1 CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE ASRH 47 Astilbe x arendsii'Rheinland' Rhineland False Spiraea 2'H x 2'W 1 GAL. LIGU 19 Ligularia dentata'Britt-Marie Crawford' Britt -Marie Crawford Ligularia 4'H x 3'W #1 SEAU 14 Sedum x'Autumn Joy' Autumn Joy Sedum 3'H x 2'W 1 GAL. CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE LOND 36 Lonicera dioica Limber Honeysuckle 1 V x 4'W #1 Denotes Pond Seed Mix (MNDOT 33-261) seeded at 35.0 lbs/acre with MNDOT 3N erosion control blanket. DENOTES ROCK MULCH POT POT CONTAINER HEADWATERS DEVELOPMENT, LLC. 6511 NEZ PERCE DRIVE CHANHASSEN, MN 55317 TEL(612)325-6520 L I I Y OF Monticeflo HEADWATERS MULTI -FAMILY MONTICELLO, MN CONTACT ENGINEER FOR ANY PRIOR HISTORY DATE ISSUE / REVISION REVIEW 09 MAY 2022 CITY SUBMITTAL JKP POT I hereby certify that this plan was prepared by me, or under my directs ision, and that I am POT a duly Licensed Landscape Architect under the laws of the statE TA. P POT Joshua K. Po v0103r2! \l 1 CONTAINER Licens o: 4 0 Date: 010. 2! v POT Signature hown is a di re o ti of origina s ned p is plan on file at Landform Professional Se ice , LC office is v ' ble request. C IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. CITY SUBMITTAL MAY 9, 2022 11"� NORTH Know what's Below. Nem I CCIH before you dig. 0 40 80 k N D F O R M From Site to Finish 105 South Fifth Avenue Tel: 612-252-9070 Suite 513 Fax: 612-252-9077 Minneapolis, MN 55401 Web: landform.net FILE NAME L201HW220001.DWG PROJECT NO. HED22001 Landform®and Site to Finish ®are registered service marks of Landform Professional Services, LLC. N N O N M tY O 0 J I Q1 EDGING AT PLANTING BED (TYP) SHRUBS CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE CONTAINER 0 COPU 30 a Y Dwarf Red Tipped Dogwood 4'H x 4'W 3' HEIGHT N N O N M tY O 0 J I Q1 EDGING AT PLANTING BED (TYP) SHRUBS CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE CONTAINER 0 COPU 30 Cornus pumila Dwarf Red Tipped Dogwood 4'H x 4'W 3' HEIGHT POT oHYAR 42 Hydrangea arborescens 'Annabelle' Annabelle Smooth Hydrangea 5'H x 5'W 5 GAL. POT JUFO 8 Juniperus chinensis'Sea Green' Sea Green Juniper 4'H x 5'W 3' HEIGHT POT CJUWI 8 Juniperus horizontalis'Wiltonii' Blue Rug Juniper 0.5H x 7'W 3 GAL. POT GRASSES CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE CONTAINER j CAKF 105 Calamagrostis x acutiflora'Karl Foerster' Feather Reed Grass 4'H x 2'W 1 GAL. POT PERENNIALS CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE CONTAINER U SEAU 14 Sedum x'Autumn Joy' Autumn Joy Sedum 3'H x 2'W 1 GAL. POT 1. Contact Utility Service providers for field location of services 72 hours prior to beginning. 2. Coordinate installation with Contractors performing related work. 3. Plant material shall conform to the American Association of Nurserymen Standards and be of hardy stock, free from disease, infestation, damage, and disfiguration. 4. All existing deciduous/coniferous trees are to be trimmed of dead wood and pruned to a natural uniform shape. 5. Planting soil shall consist of 4 parts topsoil to 1 part peat humus, with 3 pounds of commercial fertilizer added per cubic yard. 6. Place plants according to layout with proper nominal spacing. Quantities shown in plant schedule are for this sheet only. See sheet L2.1 for overall quantities for design. For discrepancy between the number of plants on the Schedule and the number shown on the Drawing, the Drawing shall govern. 7. See Details for depth of planting soil. 8. Install 2 to 3 inch depth of triple -shredded hardwood mulch in perennial bed areas. DInstall 3 to 4 inch depth of triple -shredded hardwood mulch in shrub bed areas. 10. Install a 4 -foot diameter triple -shredded hardwood mulch dish around trees not placed within a Shrub or Perennial Planting Bed. Edging is not required, unless noted otherwise. 11. Install 2 to 3 inch (nominal size) buff colored limestone to a depth of 4 inches. Landscape fabric shall be installed under all areas of rock. Secure all edges and seams of fabric with 6 -inch landscape staples. E>Edge planting beds with 6 -inch Black Vinyl Edging (Black Diamond or approved equal) except where adjacent to curbing, walks or buildings. 13. Irrigation is required. Irrigation shall be designed by irrigation contractor. Contractor shall submit design plan and all shop drawings and system components to Landscape Architect for review, prior to purchase and installation. Contractor shall follow all applicable codes and obtain all necessary permits from local jurisdiction. 14. All plant material shall have a 1 -year or 2 complete growing seasons warranty. The warranty shall begin after the last plant has been installed and the Landscape Architect has approved the installation. Landscape contractor is responsible for replacing any and all plant material that dies during the warranty period. Landscape contractor shall assume all costs to any replacements. All replacements shall be same species and sizes and equal or better vigor as original installation. 11"� NORTH Know what's Below. Nem I CCIH before you dig. 0 20 40 HEADWATERS DEVELOPMENT, LLC. 6511 NEZ PERCE DRIVE CHANHASSEN, MN 55317 TEL(612)325-6520 HEADWATERS MULTI -FAMILY MONTICELLO, MN CONTACT ENGINEER FOR ANY PRIOR HISTORY DATE ISSUE / REVISION REVIEW 09 MAY 2022 CITY SUBMITTAL JKP I hereby certify that this plan was prepared by me, or under my directs ision, and that I am a duly Licensed Landscape Architect under the laws of the statE TA. �P Joshua K. Po � Licens o: 4 0 Date: 03A . 2__�\ Signature hown is a di re o ti of origina s ned p is plan on file at Landform Professional Be ice , LC office is v ' ble request. C IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. CITY SUBMITTAL MAY 9, 2022 • 11 • Ill k N D F O R M From Site to Finish 105 South Fifth Avenue Tel: 612-252-9070 Suite 513 Fax: 612-252-9077 Minneapolis, MN 55401 Web: landform.net FILE NAME L202HDE002.DWG PROJECT NO. HED22001 Landform®and Site to Finish ®are registered service marks of Landform Professional Services, LLC. 12 (TYP) PERENNIAL L7.1 (4) ASRH 11 (TYP) PLANTING (TYP) 11, 3 (1) TAXG (TYP) F8—,>—, 77j7�� (5) CARP (3) LOND (2) ASRH EDGING AT PLANTING BED (TYP) (6) CARP IASRH (2) TAXM — (2) ASRH (3) LOND (2) LIGU SHRUB L7.1 (10) ASRH PLANTING (TYP) 2 (5) CARP (1) TAXM _/ (1) TAXG (3) LOND (3) LOND (1) TAXIS (4) LIGU FOUNDATION PLANTING - NORTH SIDE (3) LOND (1) TAXM (5) CARP (4) ASRH SHRUBS CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE CONTAINE 0 TAXG 4 Taxus cuspidata'Dwarf Bright Gold' Dwarf Golden Japanese Yew 4'H x 5'W 24" min. plant height POT 0 TAXM 4 Taxus x media'Tauntonii' - 3'H x 5'W 24" min. plant height POT GRASSES CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE CONTAINE I � G 12 (TYP) PERENNIAL L7.1 (4) ASRH 11 (TYP) PLANTING (TYP) 11, 3 (1) TAXG (TYP) F8—,>—, 77j7�� (5) CARP (3) LOND (2) ASRH EDGING AT PLANTING BED (TYP) (6) CARP IASRH (2) TAXM — (2) ASRH (3) LOND (2) LIGU SHRUB L7.1 (10) ASRH PLANTING (TYP) 2 (5) CARP (1) TAXM _/ (1) TAXG (3) LOND (3) LOND (1) TAXIS (4) LIGU FOUNDATION PLANTING - NORTH SIDE (3) LOND (1) TAXM (5) CARP (4) ASRH SHRUBS CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE CONTAINE 0 TAXG 4 Taxus cuspidata'Dwarf Bright Gold' Dwarf Golden Japanese Yew 4'H x 5'W 24" min. plant height POT 0 TAXM 4 Taxus x media'Tauntonii' Taunton's Anglo -Japanese Yew 3'H x 5'W 24" min. plant height POT GRASSES CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE CONTAINE 10 CARP 21 Carex pensylvanica Pennsylvania Sedge 2'H x 2'W #1 POT PERENNIALS CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE CONTAINE O' ASRH 30 Astilbe x arendsii 'Rheinland' Rhineland False Spiraea 2'H x 2'W 1 GAL. POT (- + -) LIGU 8 Ligularia dentata'Britt-Marie Crawford' Britt -Marie Crawford Ligularia 4'H x 3'W #1 POT VINE/ESPALIER CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE CONTAINE _* LOND 18 Lonicera dioica Limber Honeysuckle 10'H x 4'W #1 POT Dv N N O N M 0 0 J OJ D ° v EDGING AT PLANTING BED (TYP) ° D v b D (3) ASRH (2) TAXM 3 CARG PERENNIAL�LTJ SHRUB�L7.1 3 ASRH ( ) PLANTING (TYP) PLANTING (TYP) / I (5) CARP r O r (5) ASRH �(1) TAXM 7 CARP (1) TAXGJ (2) TAXM (3) LOND (1) TAXG (3) LOND 1(2) CARP (2) LIGU (3) LOND (3) LOND (4) LIGU (3) LIGU (1) TAXM FOUNDATION PLANTING - EAST SIDE (1) TAXG (3) LOND (2) LIGU • • • • • 0 10 NORTH 1 . Contact Utility Service providers for field location of services 72 hours prior to beginning. 2. Coordinate installation with Contractors performing related work. 3. Plant material shall conform to the American Association of Nurserymen Standards and be of hardy stock, free from disease, infestation, damage, and disfiguration. 4. All existing deciduous/coniferous trees are to be trimmed of dead wood and pruned to a natural uniform shape. 5. Planting soil shall consist of 4 parts topsoil to 1 part peat humus, with 3 pounds of commercial fertilizer added per cubic yard. 6. Place plants according to layout with proper nominal spacing. Quantities shown are for this sheet only. See sheet L2.1 for total quantities for design. For discrepancy between the number of plants on the Schedule and the number shown on the Drawing, the Drawing shall govern. 7. See Details for depth of planting soil. DInstall 2 to 3 inch depth of triple -shredded hardwood mulch in perennial bed areas. DInstall 3 to 4 inch depth of triple -shredded hardwood mulch in shrub bed areas. 10. Install a 4 -foot diameter triple -shredded hardwood mulch dish around trees not placed within a Shrub or Perennial Planting Bed. Edging is not required, unless noted otherwise. 11. Install 2 to 3 inch (nominal size) buff colored limestone to a depth of 4 inches. Landscape fabric shall be installed under all areas of rock. Secure all edges and seams of fabric with 6 -inch landscape staples. 12. Edge planting beds with 6 -inch Black Vinyl Edging (Black Diamond or approved equal) except where adjacent to curbing, walks or buildings. 13. Irrigation is required. Irrigation shall be designed by irrigation contractor. Contractor shall submit design plan and all shop drawings and system components to Landscape Architect for review, prior to purchase and installation. Contractor shall follow all applicable codes and obtain all necessary permits from local jurisdiction. 14. All plant material shall have a 1 -year or 2 complete growing seasons warranty. The warranty shall begin after the last plant has been installed and the Landscape Architect has approved the installation. Landscape contractor is responsible for replacing any and all plant material that dies during the warranty period. Landscape contractor shall assume all costs to any replacements. All replacements shall be same species and sizes and equal or better vigor as original installation. SHRUBS CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE CONTAINER 0 TAXG 4 Taxus cuspidata 'Dwarf Bright Gold' Dwarf Golden Japanese Yew 4'H x 5'W 24" min. plant height POT TAXM 6 Taxus x media'Tauntonii' Taunton's Anglo -Japanese Yew 3'H x 5'W 24" min. plant height POT GRASSES CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE CONTAINER 0 CARG 3 Carex grayi Gray's Sedge 3'H x 2'W #1 POT 10 CARP 14 Carex pensylvanica Pennsylvania Sedge 2'H x 2'W #1 POT PERENNIALS CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE CONTAINER OGASRH 17 Astilbe x arendsii'Rheinland' Rhineland False Spiraea 2'H x 2'W 1 GAL. POT LIGU 11 Ligularia dentata'Britt-Marie Crawford' Britt -Marie Crawford Ligularia 4'H x 3'W #1 POT VINE/ESPALIER CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE CONTAINER _V LOND 18 Lonicera dioica Limber Honeysuckle 10'H x 4'W #1 POT DENOTES SOD DENOTES ROCK MULCH (TYP) (4) ASRH —/ (3) LOND (3) ASRH (2) LIGU r- (1) TAXG (TYP) (TYP) Know what's Below. CCIH before you dig. 3 0 10 NORTH HEADWATERS DEVELOPMENT, LLC. 6511 NEZ PERCE DRIVE CHANHASSEN, MN 55317 TEL(612)325-6520 L I I Y OF Monticeflo HEADWATERS MULTI -FAMILY MONTICELLO, MN CONTACT ENGINEER FOR ANY PRIOR HISTORY DATE ISSUE / REVISION REVIEW 09 MAY 2022 CITY SUBMITTAL JKP I hereby certify that this plan was prepared by me, or under my directs ision, and that I am a duly Licensed Landscape Architect under the laws of the statE TA. �P Joshua K. Po � Licens o:T 0 Date: 03.0. 2_�\ Signature hown is a di re o ti of origina�"b\le ed p is plan on file at Landform Professional Se ice , LC office is equest. C�O IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. CITY SUBMITTAL MAY 9, 2022 k N D F 0 R M From Site to Finish 105 South Fifth Avenue Tel: 612-252-9070 Suite 513 Fax: 612-252-9077 Minneapolis, MN 55401 Web: landform.net FILE NAME L203HDE002.DWG PROJECT NO. HED22001 Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. MULCH (SEE PLANS) MULCH SHALL BE MAXIMUM ONE (1") INCH BELOW PAVING SURFACE 0 ° � a ROOT BALL rnnr PLAN VIEW NOTES: REFER TO LANDSCAPE PLAN(S) FOR SPECIFIC PLANTINGS WIDTH OF EXCAVATION SHALL EXTEND A MINIMUM OF SIX (6") INCHES BEYOND THE PLANT ROOT STRUCTURE. EDGING (SEE PLANS) REFER TO LANDSCAPE PLAN(S) FOR GROUNDCOVER OUTSIDE PLANTING BED FINISHED GRADE A PLANTING SOIL (SEE PLANS) EXISTING SUBGRADE EDGING AT PLANTING BED C" SECTION ROUND -TOPPED BERM SECTION DIG PLANTING PIT Ilk 3X WIDTH OF ROOT BALL ORIGINAL GRADE SHALL PASS THROUGH POINT WHERE TRUNK MEETS TOP OF ROOT BALL. Iy1►169:I��IeI:L'1�7� EXISTING SUBGRADE SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING. PLANTING SOIL (SEE PLANS) SECTION VIEW ROUND -TOPPED SOIL BERM, 4" HIGH x 8" WIDE, ABOVE ROOT BALL SURFACE, CENTERED ON DOWNHILL SIDE FOR 240 DEGREES. MULCH (SEE PLANS) EDGING (SEE PLANS) EDGE CONDITION VARIES (SEE PLANS) STEEP SLOPE PLANTING N N O N O 1 0 Z J NO SCALE NOTES: IF ROOTS ARE PRESENT AROUND THE EDGES OF ROOTBALL, UNCOIL OR CUT AS MANY AS POSSIBLE WITHOUT DESTROYING SOIL MASS. NO SCALE 8' STEEL STAKE. PLACE TWO (2) INCHES FROM ROOT BALL. PLAC AS SHOWN I TOP OF RO( SHALL BE LEV FINISHEE FINISHEE 3-5x DIA. OF SOIL BALL DOUBLE STRAND 14 GA. WIRE — 3' @ 120 DEGREE INTERVALS (TYP.) 16" POLYPROPYLENE OR POLYETHYLENE (40 MIL, 1-1/2" WIDE STRAP TYP.) TREE SHALL BE PLANTED WITH ROOT FLARE EVEN WITH SOIL LINE OR FIRST MAJOR BRANCHING ROOT ONE (1) INCH BELOW SOIL LINE. IF ROOT FLARE IS NOT APPARENT IT MAY BE COVERED BY BURLAP OR SOIL. ADJUST PLANT AS NEEDED TO MAINTAIN APPROPRIATE DEPTH. FLAGGING: ONE (1) PER WIRE FOUR (4") INCHES SHREDDED HARDWOOD MULCH CUT TOP OF WIRE BASKET 1/3 (MIN.) FROM TOP OF BALL. CUT TWINE FROM AROUND TOP 1/3 (MIN.) OF ROOTBALL. CUT AND ROLL BACK BURLAP 1/3 (MIN.) FROM TOP OF ROOTBALL. PLANTING SOIL (SEE PLANS) EXISTING SOIL LOOSENED EDGE CONDITION VARIES (SEE PLANS) 2" X 2" X 24" WOOD STAKE SET AT ANGLE SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING EXISTING SUBGRADE NOTES: INSPECT FOR ENCIRCLING ROOTS TO MITIGATE FUTURE STEM GIRDLING. REJECT ANY TREES THAT ARE SEVERELY AFFECTED. TWO ALTERNATE METHODS OF TREE STAKING ARE ILLUSTRATED AND TO BE UTILIZED ONLY IF NECESSARY. MAINTAIN TREES IN A PLUMB POSITION THROUGHOUT THE GUARANTEE PERIOD AS DEFINED ON PLANS AND/OR SPECIFICATIONS. CONIFEROUS TREE PLANTING DIG PLANTING PIT Ilk 3X WIDEST DIMENSION OF ROOT BALL Ilk KUU I IJALL JI I J Uhl tJkIJ I IINU UK RECOMPACTED SUBGRADE. PLANT MATERIAL SHALL NOT BE PLACED CLOSER THAN ONE (1) FOOT FROM EDGE OF PLANTING BED SHRUB PLANTING SPACING VARIES (SEE PLANS) NO SCALE FOUR (4) INCH HIGH SOIL BERM CONSTRUCTED AROUND ENTIRE ROOT BALL. BERM SHALL BEGIN AT ROOT BALL EDGE. MULCH (SEE PLANS) PLANTING SOIL (SEE PLANS) EDGING (SEE PLANS) REFER TO LANDSCAPE PLAN(S) FOR GROUNDCOVER OUTSIDE SHRUB BED(S) EXISTING SUBGRADE SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING. NOTES: IF ROOTS ARE PRESENT AROUND THE EDGES OF ROOTBALL, UNCOIL OR CUT AS MANY AS POSSIBLE WITHOUT DESTROYING SOIL MASS. DIG PLANTING PIT NO DEEPER THAN HEIGHT OF ROOT BALL. `SC AKIF Y ICU I I UM AND SIDES OF HOLE PRIOR TO PLANTING. PERENNIAL PLANTING NO SCALE CREATE SAUCER AROUND PLANT WITH PLANTING SOIL MULCH XBiel 06 REFER TO LANDSCAPE PLAN(S) FOR GROUNDCOVER OUTSIDE PLANTING BED BACKFILL WITH PLANTING SOIL THAT IS THOROUGHLY TILLED AND LOOSENED. (SEE PLANS) EXISTING SUBGRADE IF ROOTS ARE PRESENT AROUND THE EDGES OF ROOTBALL, UNCOIL OR CUT AS MANY AS POSSIBLE WITHOUT DESTROYING SOIL MASS. Know what's Below. C(A before you dig. NO SCALE HEADWATERS DEVELOPMENT, LLC. 6511 NEZ PIERCE DRIVE CHANHASSEN, MN 55317 TEL(612)325-6520 I I Y OF Monticeflo HEADWATERS MULTI -FAMILY MONTICELLO, MN CONTACT ENGINEER FOR ANY PRIOR HISTORY DATE ISSUE / REVISION REVIEW 09 MAY 2022 CITY SUBMITTAL JKP I hereby certify that this plan was prepared by me, or under my direct s Sion, and that I am a duly Licensed Landscape Architect under the laws of the statE TA. �P Joshua K. Popf Licens o: 4 0 Date: 03.0. 2�\ Signature hown is a di re o ti of originsF'b\11e ed p is plan on file at Landform Professional Be ice , LC office s request. C IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. CITY SUBMITTAL MAY 9, 2022 k N D F 0 R M From Site to Finish 105 South Fifth Avenue Tel: 612-252-9070 Suite 513 Fax: 612-252-9077 Minneapolis, MN 55401 Web: landform.net FILE NAME L701HDE002.DWG PROJECT NO. HED22001 Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. Lo N 00 N N 0 N co Lo 0 s Q m z LIGHT FIXTURE SCHEDULE X REBAR SIZE GENERAL NOTES: 18'-0" T-0" A. SEE SPECIFICATION SECTION FOR ADDITIONAL INFORMATION REGARDING FIXTURE AND INSTALLATION REQUIREMENTS. 10" B. MANUFACTURERS LISTED AS ACCEPTABLE SHALL MEET ALL REQUIREMENTS AND FEATURES INDICATED. ACCEPTABLE MANUFACTURERS MUST MEET THE PHOTOMETRIC PERFORMANCE OF THE LISTED UNIT. ELECTRICAL CONTRACTOR SHALL ENSURE THE FIXTURE DEPTH / HEIGHT WILL COMPLY WITH ADA REQUIREMENTS AND WILL NOT INTERFERE WITH OTHER TRADES WITHIN THE CEILING CAVITY. V � C. ELECTRICAL CONTRACTOR SHALL PROVIDE ALL REQUIRED PARTS AND PIECES FOR A COMPLETE INSTALLATION. W NOTES: 1. PERFORMANCE & ELECTRICAL DATA LIGHT FIXTURE PROPERTIES MOUNTING TAG KELVIN FIXTURE 0 SEE NOTE LUMENS LOAD DESCRIPTION MANUFACTURER CATALOG SERIES TEMP VOLTAGE DEPTH OR TYPE HEIGHT 05-06-22 HEIGHT 0 JOB N0: 210285-02 LL SHEET NO: 0 E001 Z 20'- 0" SHOWN IN OA 18000 4000K 135 VA 120-277V TYPE III LED POLE LSI MRM LED 18L SIL 3 UNV DIM 40 70CRI IH IMSBT2 20'- 0" POLE BASE DETAIL SHOWN IN OB 18000 4000K 135 VA 120-277V TYPE IV LED POLE LSI MRM LED 18L SIL FT UNV DIM 40 70CRI IH IMSBT2 POLE BASE DETAIL 20'- 0" SHOWN IN OC 18000 4000K 135 VA 120-277V TYPE II LED POLE LSI MRM LED 18L SIL 2 UNV DIM 40 70CRI IH IMSBT2 POLE BASE DETAIL SHOWN IN 3'-8" OD 3000 4000K 29 VA 120-277V LED BOLLARD LSI MRB LED 30L ACR A UNV DIM 40 PC1208-277 BOLLARD BASE DETAIL ELECTRICAL SITE PLAN 1.1 = 30'-0" m A5 TRANSISTION TO PVC UPON EXITING 1 CONCRETE BASE. (TYPIC MIN. 1" RIGID STEEL COND NOTES: 1. A DRILLED 1'-0" DIA. HOLE SHALL BE USED AS THE FORM FOR THE CONCRETE BASE IN UNDISTURBED EARTH, EXCLUDING FILL MATERIAL. 2. BACKFILL AROUND CONCRETE BASE WITH COMPACTED GRANULAR BASE A MINIMUM OF 1'-0" IN ALL DIRECTIONS IN EXCAVATED AREAS OR IN EXISTING SOIL CONTAINING FILL OF OBJECTIONABLE MATERIAL. 3. DESIGN BASED ON IBC 2015: 100 MPH WIND SPEED - EXPOSURE C (1609.4.3) 150 PSF/FT - LATERAL SOIL PRESSURE (1610) OCCUPANCY CATEGORY II (1604.5) IMPORTANCE FACTOR 1.0 (ASCE 7 TABLE 1.5-1) ELECTRICAL SHEET INDEX E001 ELECTRICAL SITE PLAN E002 ELECTRICAL PHOTOMETRIC PLAN E003 LIGHT FIXTURE CUT SHEETS ELECTRICAL SYMBOLS ANCHOR BOLTS, SIZE AND SPACING PER MFRS. RECOMMENDATIONS TO ADDITIONAL POLES CONCRETE BASE BY ELECTRICAL CONTRACTOR. DESIGN MIX SHALL MEET REQUIREMENTS FOR EXTERIOR CONCRETE EXPOSED TO WEATHER. LIGHT FIXTURE BOLLARD BASE DETAIL - TYPE OD NTS BOLTS PER MANUFACTUF RECOMMENDA TRANSISTION TO PVC UPON EXITING 1 CONCRETE BASE. (TYPIC MIN. 1" RIGID STEEL COND (4) REINFORCING ROD AROUND B/ - SEE CHART FOR BAR S #3 TIES - SEE CHART FOR SPACI NOTES: 1. A DRILLED 2'-0" DIA. HOLE SHALL BE USED AS THE FORM FOR THE CONCRETE BASE IN UNDISTURBED EARTH, EXCLUDING FILL MATERIAL. 2. BACKFILL AROUND CONCRETE BASE WITH COMPACTED GRANULAR BASE A MINIMUM OF 2'-0" IN ALL DIRECTIONS IN EXCAVATED AREAS OR IN EXISTING SOIL CONTAINING FILL OF OBJECTIONABLE MATERIAL. 3. DESIGN BASED ON IBC 2015: 100 MPH WIND SPEED - EXPOSURE C (1609.4.3) 150 PSF/FT - LATERAL SOIL PRESSURE (1610) OCCUPANCY CATEGORY II (1604.5) IMPORTANCE FACTOR 1.0 (ASCE 7 TABLE 1.5-1) FIXTURE HEAD. SEE FIXTURE SCHEDULE ***STRAIGHT SQUARE STEEL POLE*** HANDHOLE POLE LUMINAIRE LIGHT FIXTURE BOLLARD DOUBLE NUT BASE PLATE PROVIDE GROUT WITH DRAIN PAINT BASE PER ARCHITECT'S REQUIREMENTS TO ADDITIONAL POLES CONCRETE BASE BY ELECTRICAL CONTRACTOR. DESIGN MIX SHALL MEET REQUIREMENTS FOR EXTERIOR CONCRETE EXPOSED TO WEATHER. 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XO.0 ` 0.0 `0.0 ` 6.0 `0.0 `0.0 ` . 0.0 `0.0 `0 0.0 `0.0 `0.0 `0.0 `0.0'00/ `p 0 `6.0 `0.0 `0.0 `0.0 ` .0 0 ` `0.0 ` 0.0 `0.0 `0.0 ` . ` .0 0.0 `0.0 `0.0 `0.0 `0.0 `0.0 `0.0 `0.0 .`0..00 >0 0.0 `0.0 `0.0 `0.0 0.0 `0. 0.0 `0.0 `0.0 `0.0 `0.0 `0.0 `0.0 `0.0 `0.0 `0.0 `0.0 `0.0 `0.0 `0.0 0.0 `0.0 `0.0 `0.0 `0. `00 ` .0 0.0 ` .0 `0.0 `0.0 `0.0 `0.0 `0.0 `0.0 `0.0 `0.0 `0.0 `0.0 `0.0 `0.0 `0.�` 0 `0.0 `0.0 `0.0 `0. ` 0 0 `0.0 `0.0 `0.0 `0.0 `0.0 `0.0 `0.0 `0.0 `0.0 `0.0 `0.0 `0.0 `0.0/ \0.0 .0 `0.0 `0.0 `.0 .0 `0.0 `0.0 `0.0 `0.0 `0.0 `0.0 `0.0 `0.0 `0.0 `0.0 `0.0/ `0.0 `0.0 `0.0 `0.0 `0.0 `0.0 `0.0 `0.0 `0.0 `0.0 `0.0 `0.0 `0.0 `0.0 `09 / \ `0. `0.0 `0.0 `0.0 `0.0 `0.0 `0.0 `0.0 `0.0 `0.0 `0.0 `0.0/ '9-., � / 0. `0. `0. `0.0 `0.0 `0.0 `0.0 `0.0 `0.0 `0.0 `Ob ` 0.0 ` `0. 0. 0. 0. 0.0 0.0 0.0 SOA 0 0 `0.0 ` .0 .0 0 0 0 `0.0 0. .g W 0 O OM N r� N O M M�t oo Ln Ln M I, 72 C C 2 aK N N i i O -0 N N -0 3 f00 - � m o E o v v O V ,u N N Y � � � � M v N VI 3 v � o � C) o o - N O V O m N REVISIONS O� ZQ \ J E U Cu W O O Z � O J Q V U of LU \ W 0 � PROGRESS SET i C 3 O DATE: V 05-06-22 C) 0 LL E) G i 0 0 Z -P--O CT3 d5 U z Cu U (D 0 CO G REVISIONS O� ZQ \ J U W O O Z � O J Q V U of LU \ W \ / PROGRESS SET i O DATE: V 05-06-22 0 JOB N0: 210285-02 LL SHEET NO: 0 E002 Z co N 00 N N O N co LO 0 s Q CIO z Catalog #: Prepared By: Mirada Medium (MRM) Outdoor LED Area Light ?4A L 2'' c@us IP66 I K08 kim r�1 IN THE USA LISTED • Electrical Lumen Package 7,000 - 48,000 Wattage Range 48-401 Efficacy Range (LPW) 117-160 Weight lbs(kg) 30 (13.6) FEATURES & SPECIFICATIONS QUICK LINKS Date: Project: Type: OA - OB - OC Ordering Guide Performance Photometrics Dimensions Construction Electrical • Rugged die-cast aluminum housing High-performance programmable driver contains factory prewired driver and optical features over -voltage, under -voltage, short - unit. Cast aluminum wiring access door circuit and over temperature protection. located underneath. Custom lumen and wattage packages • Designed to mount to square or round available. poles. 0-10V dimming (10% - 100%) standard. • Fixtures are finished with LSTs DuraGrip Standard Universal Voltage(120-277 Vac) polyester powder coat finishing process. Input 50/60 Hz or optional High Voltage The DuraGrip finish withstands extreme (347-480 Vac). weather changes without cracking or L80 Calculated Life: >100k Hours (See peeling. Other standard LSI finishes Lumen Maintenance on Page 5) available. Consult factory. Total harmonic distortion: <20% • Shipping weight: 37 lbs in carton. Operating temperature: -40°C to +50°C Optical System (-40°F to +122°F). 42L and 48L lumen 0.08 packages rated to +40°C. • State -of -the -Art one piece silicone optic Power factor: >.90 sheet delivers industry leading optical • Input power stays constant over life. control with an integrated gasket to provide • Field replaceable 10kV surge protection IP66 rated sealed optical chamber in 1 device meets a minimum Category C Low component. operation (per ANSI/IEEE C62.41.2). • Proprietary silicone refractor optics provide • High -efficacy LEDs mounted to metal -core exceptional coverage and uniformity in IES circuit board to maximize heat dissipation Types 2, 3, 5W, FT, FTA and AM. • Components are fully encased in potting • Silicone optical material does not yellow or material for moisture resistance. Driver crack with age and provides a typical light complies with FCC standards. Driver and transmittance of 93%. key electronic components can easily be • Zero uplight. accessed. • Available in 5000K, 4000K, and 3000K Controls color temperatures per ANSI C78.377. Also Optional integral passive infrared Available in Phosphor Converted Amber Bluetooth"' motion and photocell with Peak intensity at 610nm. sensor (see page 9 for more details). • Minimum CRI of 70. Fixtures operate independently and can • Integral louver (IL) and house -side shield be commissioned via iOS or Android (IH) options available for improved configuration app backlight control without sacrificing street LSI's AirLinkT'" wireless control system side performance. See page 3 for more options reduce energy and maintenance details. costs while optimizing light quality 24/7. 2372 (see page 9 for more details). Installation • Designed to mount to square or round poles. • A single fastener secures the hinged door, underneath the housing and provides quick & easy access to the electrical compartment. • Included terminal block accepts up to 12 ga. wire. • Utilizes LSI's traditional 3" drill pattern B3 for easy fastening of LSI products. (See drawing on page 9) Warranty • LSI LED Fixtures carry a 5 -year warranty. Listings • Listed to UL 1598 and UL 8750. • Meets Buy American Act requirements. • IDA compliant; with 3000K color temperature selection. • Title 24 Compliant; see local ordinance for qualification information. • Suitable for wet Locations. • IP66 rated Luminaire per IEC 60598. • 3G rated for ANSI C136.31 high vibration applications are qualified. • DesignLights Consortium° (DLC) qualified product. Not all versions of this product may be DLC qualified. Please check the DLC Qualified Products List at www.designlights. org/QPL to confirm which versions are qualified. • Patented Silicone Optics (US Patent NO. 10,816,165 132) • IK08 rated luminiare per IEC 66262 mechanical impact code Specifications and dimensions subject to change without notice. LSI Industries Inc. 10000 Alliance Rd. Cincinnati, OH 45242 • www.Isicorp.com (513) 372-3200 • ©2020 LSI Industries Inc. All Rights Reserved. Specifications subject to change without notice. TYPE - OA, OB, OC Catalog # - Project Prepared By Date Page 1/9 Rev. 12/14/21 SPEC. 1045.A.0620 Features & Specifications 10 0 -AMEX IP66 ROHS ARRAuL us W COMPLIANT Funding Compliant Optical System Dimmable LISTED • Available in two optical distributions, symmetrical and asymmetrical. • High transmission clear flat acrylic lens seals the luminaire's optical cham- ber to IP66. THEA ,TU�SREo IN� •Available in 5000K, 4000K, 3000K, and 2700K color temperatures per ANSI Product Dimensions C78.377. Also available in Phosphor Converted Amber. Consult Factory for other color temperature requirements. 0 9.0 • Minimum CRI of 70. Consult Factory for Higher CRI requirements. (228.6 mm) Electrical • High-performance programmable driver features over -voltage, under -volt- age, short-circuit and over temperature protection. Custom lumen and 09.0 wattage packages available. (228.6 mm) • 0-10V dimming (10% - 100%) standard. • Standard Universal Voltage (120-277 Vac) Input 50/60 Hz. Optional High Voltage 347-480 Vac Input available. • L91 Calculated Life: >100k Hours calculated @ 25°C per IESNA TM -21-11. 44" • Total harmonic distortion: <20% (1117.6 mm) • Operating temperature: -40°C to +50°C (-40°F to +122°F); Cold -weather emergency battery backup rated for -20°C minimum ambient. • Power factor: >.90 • Input power stays constant over life. • High -efficacy LEDs with integrated circuit board mount to the housing to maximize heat dissipation and promote long life. • Driver components are fully encased in potting long material for moisture UNIVERSAL MOUNTING BASE DETAIL • resistance. Driver complies with FCC standards. Driver and key electronic Note: Base plate dimensions may change without notice Components can easily be accessed. Do not use for setting anchor bolts. Consult factory for base plate templates. • Electrical components are mounted on a removable power tray. Bolt circles" Maximum • Field replaceable surge protection device meets a minimum Category C Low (114mm) Anchor Bolt operation (per ANSVIEEE C62.41.2). 3/8" x 10" Conduit • Optional 120v -277v integral emergency battery pack is available. The 90- opening 1.5" (38mm) minute batteries provide constant power to the LED system, ensuring code 3" (76mm) Bolt Projection compliance. A test switch/indicator button is installed on the housing for ease of maintenance. Maximum Bolt Circle is 6" Standard (Minimum) Bolt Circle is 4.5" LSI Industries Inc. 10000 Alliance Rd. Cincinnati, OH 45242 • www.Isi-industries.com • (513) 372-3200 • ©LSI Industries Inc. All Rights Reserved. TYPE - OD Type: Mirada Medium Outdoor LED Area Light ORDERING GUIDE Back to Quick Links OPTICS ROTATION TYPICAL ORDER EXAMPLE: MRM LED 36L SIL FTA UNV DIM 50 70CRI ALSCSO4 BRZ IL Luminaire Light Lumen Light Prefix Source Package Output Distribution Orientation' Voltage Driver MRM - Mirada LED 7L - 7,000 Ims SIL - Silicone 2 - Type 2 (blank) - standard UNV - Universal Voltage (120-277V) DIM - 0-10V Dimming (0-10%) Twist Lock Photocell (347V) for use with CR7P s 122516 9L - 9,000 Ims 1225180 3 - Type 3 L- Optics rotated left 90° HV - High Voltage (347-480V) 661410 PMOS24-24V Pole -Mounted Occupancy Sensor (24V) 663284CLR 12L -12,000 Ims 149328 Wood Pole Bracket (6" Minimum Pole Diameter) 751219CLR 0.14 0.11 0.08 25L 18L -18,000 Ims 0.19 5W - Type 5 Wide R - Optics rotated right 90° 0.08 0.07 0.05 30L 24L - 24,000 Ims 1 0.24 FT - Forward Throw 1 0.12 1 0.10 0.08 0.06 88% 30L - 30,000 Ims 50 C FTA - Forward Throw Automotive 94% 89% 84% 80% 80 36L 36,000 Ims 25L AM - Automotive Merchandise A 70 1327 58 1736 42L - 42,000 Ims 1670 73 1926 84 1925 84 23.0 48L - 48,000 Ims ACR A 70 1634 56 2138 73.5 Custom Lumen 71 2372 82 2370 81 29.1 Packages' Color Temp Color Rendering Finish Options 50 - 5,000 CCT 70CRI - 70 CRI BLK - Black (Blank) - None 40 - 4,000 CCT BRZ - Dark Bronze 30 - 3,000 CCT GMG -Gun Metal Gray IH -Integral Houseside Shield' z AMB - Phosphor Converted Amber" GPT Graphite IL - Integral Louver (Sharp Spill Light Cutoff) MSV - Metallic Silver PLP - Platinum Plus SVG - Satin Verde Green WHT - White Controls (Choose One) (Blank) - None Stand -Alone Controls Lutron Limelight Controls Wireless Controls System EXT - 0-1 Ov Dimming leads extended to housing exterior LLC - LimeLight Integral Wireless Radio Control by Lutron' CR7P - 7 Pin Control Receptacle ANSI C136.41 1 LLCS1- Limelight Integral Wireless Radio Control and PIR Motion/ ALSC - AirLink Synapse Control System IMSBTI- Integral BluetoothTM Motion and Photocell Sensor Daylight Sensor by Lutron 8-15' mt height' ALSCH - AirLink Synapse Control System Host / Satelite3 (8-24' MH)5 LLCS2 - Limelight Integral Wireless Radio Control and PIR Motion/ ALSCS02 - AirLink Synapse Control System with 12-20' Motion Sensor g IMSBT'- Integral BluetoothTM Motion and Photocell Sensor Daylight Sensor by Lutron 16-30' mt hei ht' ALSCHS02 - AirLink Synapse Control System Host/ Satelite with 12-20' Motion Sensor' (25-40' MH)5LLCS3- Limelight Integral Wireless Radio Control and PIR Motion/ ALSCSO4 - AirLink Synapse Control System with 20-40' Motion Sensor 3 Daylight Sensor by Lutron 31-40' mt height' ALSCHSO4 - AirLink Synapse Control System Host / Satelite with 20-40' Motion Sensor Button Type Photocells ALBCSI - AirLink Blue Wireless Motion & Photo Sensor Controller (8-24' mounting height) PCH 20 -120V ALBCS2 - AirLink Blue Wireless Motion & Photo Sensor Controller (25-40' mounting height) PC1208-277 - 208 -277V PCI347 - 347V Accessory Ordering Information' Controls Accessories Description Order Number Description Order Numberr10 PC120 Photocell for use with CR7P option (120V)l 122514 PC208-277 Photocell for use with CR7P option (208V, 240V, 277V)e 122515 Twist Lock Photocell (347V) for use with CR7P s 122516 Twist Lock Photocell (48oV) for use with CR7P a 1225180 AirLink 5 Pin Twist Lock Controller a 661409 AirLink 7 Pin Twist Lock Controller a 661410 PMOS24-24V Pole -Mounted Occupancy Sensor (24V) 663284CLR Shorting Cap for use with CR7P 149328 Fusing Options" Description Order Number Single Fusing (120V) See Fusing Accessory Guide Single Fusing (277V) Double Fusing (208V, 240V) Double Fusing (480V) Zone Large Double Fusing (347V) Shielding Options Mirada Small See Shielding Mirada Medium Mirada Large Zone Medium Guide Zone Large Slice Medium Mounting Accessories' 7. Accessories are shipped separately and field installed. Description Order Number10 Universal Mounting Bracket 684616CLR Adjustable Slip Fitter (2" - 2 3/8" Tenon) 688138CLR Horizontal Slip Fitter (2" - 2 3/8" Tenon) 652761 CLR Quick Mount Pole Bracket (Square Pole) 687073CLR Quick Mount Pole Bracket (4-5" Round Pole) 689903CLR 15 Tilt Quick Mount Pole Bracket (Square Pole) 688003CLR 15 Tilt Quick Mount Pole Bracket (4-5" Round Pole) 689905CLR Wall Mount Bracket 382132CLR Wood Pole Bracket (6" Minimum Pole Diameter) 751219CLR Miscellaneous Accessories 7. Accessories are shipped separately and field installed. Description Order Number Integral Louver/Shield 690981 Integral House Side Shield 743415 10' Linear Bird Spike Kit (3' Recommended per Luminaire) 751632 FOOTNOTES: 7. Accessories are shipped separately and field installed. 1. Custom lumen and wattage packages available, consult factory. Values are within industry 8. Factory installed CR7P option required. See Options. standard tolerances but not DLC listed. 9. "CLR" denotes finish. See Finish options. 2. Not available with 5W distribution 10. Only available with ALSC/ALSCH control options. 3. Consult Factory for availability. 11. Fusing must be located in hand hole of pole. See Fusing Accessory Guide for compatability. 4. Not available in HV. 12. Only available in 9L and 12L Lumen Packages. Consult factory for lead time and availability. 5. IMSBT is field configurable via the LSI app that can be downloaded from your smartphone's 0.13 native app store. 0.09 6. Control device or shorting cap must be ordered separately. See Accessory Ordering 30L Information. 0.32 LSI Industries Inc. 10000 Alliance Rd. Cincinnati, OH 45242 • www.Isicorp.com Page 2/9 Rev. 12/14/21 (513) 372-3200 • ©2020 LSI Industries Inc. All Rights Reserved. Specifications subject to change without notice. SPEC.1045.A.0620 TYPE - OA, OB, OC Features & Specifications (Cont. Construction • Precision 2pc die-cast aluminum head maintains durability and consistency while providing vandal resistance, effective heat dissipation, and superior aesthetics. • 8-5/8" OD one-piece extruded aluminum heavy wall .322 inch thick seamless shaft. Various heights are available in 6" increments starting at a minimum of 26" (maximum height is 62"). • Lower housing attaches to cast aluminum universal base plate with four stainless steel roll pins. Accommodates 4.5" - 6" bolt circles. • Optional roughneck zinc plated steel base plate (.375" thick) with welded U shaped reinforcement. 3/8" diameter 302 stainless steel roll pins with 10,000 Ib. shear load. • IP66 rated Optical and Driver compartment protects integral components from harsh environments. • Luminaire is proudly manufactured in the U.S. of U.S. and imported parts. • Fixtures are finished with LSI's DuraGrip° polyester powder coat finishing process. The DuraGrip finish withstands extreme weather changes without cracking or peeling. Other standard LSI finishes available. Consult factory. • Shipping weight: 40 lbs in carton. Controls • Electronic Button photocell available in dedicated voltages (120v, 277v, 347v). Installation • Easy leveling even in uneven areas and full 360 -degree rotation for precise alignment during installation. • Base plate installs with four heavy-duty 3/8" x 10" galvanized steel anchor bolts. • Base plate attaches to lower extruded housing via four stainless steel roll pins. Warranty • LSI LED Fixtures carry a 5 -year warranty. • 1 Year warranty on optional Battery Back Up. Test regularly in accordance with local codes. Listings • Listed to UL 1598 and UL 8750. • RoHS Compliant. • Lighting Facts Approved. • Suitable For wet Locations. • IP66 rated Driver compartment and IP66 rated optical chamber per IEC 60598. • IDA compliant; with 3000K or 2700K color temperature selection. Mirada Bollard - MRB LED Architectural Bollard Performance ELECTRICAL DATA (Amps)* Lumen Package Distribution 120V 208V 240V 277V 347V 480V 25L S 0.25 0.15 0.13 0.11 0.09 0.06 30L S 0.32 0.18 0.16 0.14 0.11 0.08 25L A 0.19 0.11 0.10 0.08 0.07 0.05 30L A 1 0.24 1 0.14 1 0.12 1 0.10 0.08 0.06 *Electrical data at 25C (77F). Actual wattage may differ by +/-10%. Recommended Lumen Maintenance' AMBIENT TEMP C INITIAL' 25K HR' 50K HR' 75K HR' 100K HR3 0 C 100% 98% 95% 93% 90% 10C 100% 98% 95% 93% 90% 20 C 100% 98% 95% 93% 91% 25 C 100% 98% 96% 93% 91% 30 C 99% 96% 93% 91% 88% 40 C 99% 95% 91% 88% 85% 50 C 99% 94% 89% 84% 80% 1- Lumen maintenance values at 25C are calculated per TM -21 based on LM -80 data and in-situ testing. 2- In accordance with IESNA TM -21-11, Projected Values represent interpolated value based on time durations that are within six times the IESNA LM -80-08 total test duration for the device under testing. 3- In accordance with IESNA TM -21-11, Calculated Values represent time durations that exceed six times the IESNA LM -80-08 total test duration for the device under testing LSI Industries Inc. 10000 Alliance Rd. Cincinnati, OH 45242 • www.Isi-industries.com • (513) 372-3200 • ©LSI Industries Inc. All Rights Reserved. TYPE - OD Type: Mirada Medium Outdoor LED Area Light ACCESSORIES/OPTIONS Integral Louver (IL) and House -Side Shield (IH) Accessory louver and shield available for improved backlight control without sacrificing street side performance. LSI's Integral Louver (L) and Integral House -Side Shield (IH) options deliver backlight control that significantly reduces filspill light behind the poles for applications with pole locations close to adjacent properties. The design maximizes forward reflected light while reducing glare, maintaining the optical distribution selected, and most importantly eliminating light trespass. Both options rotate with the optical distribution. Luminaire Shown with IMSBT & IL/IH Options Optics Rotated Right Use Type R (Optics Rotated Right) EXAMPLE Use Type L (Optics Rotated Left) 7 Pin Photoelectric Control 7 -pin ANSI C136.41-2013 control receptacle option available for p p p twist lock photocontrols or wireless control modules. Control accessories sold separately. Dimming leads from the receptacle will be connected to the driver dimming leads (Consult factory for alternate wiring). Luminaire Shown with PCR 7P LSI Industries Inc. 10000 Alliance Rd. Cincinnati, OH 45242 • www.Isicorp.com . c 513 372-3200 02020 LSI Industries Inc. All Rights Reserved. Specifications subject to change without notice. ( ) g p 1 g Performance TYPE - OA, OB, OC Page 3/9 Rev. 12/14/21 SPEC. 1045.A.0620 Mirada Bollard - MRB LED Architectural Bollard DELIVERED LUMENS* Lumen Package Lens Type Distribution CRI AMB CCT 2700K CCT 3000K CCT 4000K CCT 5000K CCT Wattage Delivered Lumens Efficacy Delivered Lumens Efficacy Delivered Lumens Efficacy Delivered Lumens Efficacy Delivered Lumens Efficacy 25L ACR S 70 1713 56 2242 74 2156 71 2487 82 2485 81 30.5 30L ACR S 70 2110 55 2761 71.9 2655 69 3063 80 3061 80 38.4 25L ACR A 70 1327 58 1736 75.5 1670 73 1926 84 1925 84 23.0 30L ACR A 70 1634 56 2138 73.5 2056 71 2372 82 2370 81 29.1 *LED Chips are frequently updated therefore values are nominal. All published luminaire photometric testing performed to IESNA LM -79 standards. ISO footcandle plots below demonstrate the (MRB) light patterns only. Not for total fixture output. For complete specifications and IES files, see website. � r Symmetric Asymmetric Luminaire Ordering Information TYPICAL ORDER EXAMPLE: MRB LED 30L ACR S UNV DIM 40 PCI120 BB BRZ HSS Lumen Prefix Source Package Lens Distribution Voltage Driver MRB LED 25L - 2,500 Im ACR - Acrylic A - Asymmetric UNV - Universal Voltage (120-277V DIM -0-10v Dimming (10-100%) (Mirada Bollard) PCI120 -120V 30L - 3,000 Im BRZ - Dark Bronze S - Symmetrical HV - High Voltage (347 - 480v) g PC1208-277 - 208-277V 0 Custom Lumen LAB - Less Anchor Bolts 27 - 2,700K' PCI347 - 347V CDL0 GPT - Graphite Packages' AMB - Phosphor Cl) Z Q Color Temp CRI Controls (Choose one) Battery Backup' Finish Options 50 - 5,000K (Blank) - 70CRI Button Type Photocells BB - Battery Backup BLK - Black H - XX (Specify Heights' 40 - 4,000K M PCI120 -120V CWBB - Cold Weather Battery Backup BRZ - Dark Bronze GFR - GFI Duplex Receptacle 30 - 3,000K g PC1208-277 - 208-277V 0 GMG - Gun Metal Gray LAB - Less Anchor Bolts 27 - 2,700K' PCI347 - 347V CDL0 GPT - Graphite RN - Roughneck Heavy Duty Mtg Plate AMB - Phosphor Cl) Z Q MSV - Metallic Silver DATE: V 05-06-22 PLP -Platinum Plus O Converted Amber' 0 SHEET NO: U) L a) 0 SVG - Satin Verde Green Z � 0 WHT - White 0 Accessory Ordering Information FOOTNOTES Description Order Number 1 - Consult Factory for availability. HSS House Side Shield 699105 2 - Standard height is 44". Non Standard heights are available in 6" increments. Minimum height is 26", 32" with battery backup option. Maximum height is 62". Galvanized anchor Bolt kit 285560 3 - Accessories are shipped seperately and field installed. 4 - Not available in HV Voltage. 5 - Custom lumen and wattage packages available consult factory. Values are within industry standard tolerances but not DLC listed. 09/29/21 LSI Industries Inc. 10000 Alliance Rd. Cincinnati, OH 45242 • www.Isi-industries.com • (513) 372-3200 • ©LSI Industries Inc. All Rights Reserved. TYPE - OD o rn co rn M O� CO O Ol O V Ln n V V N M N V vl cD OM N N co M m M 00 In l!', M � N 172 o ooh -2 3 0 o c E M Eova Y Q O 3 V � M v N 3 v E R _0o o � o 2 N O 0 N 2 U� VN J J ry P �U W LU �L ZU W CLQ &6 REVISIONS cn H LU U-1 .E= M U Z Lu O g 0 }' � E � CDL0 PROGRESS SET Cl) Z Q O DATE: V 05-06-22 O JOB NO: 210285-02 0 SHEET NO: U) L a) 0 U Z � 0 Q 0 0 REVISIONS cn H LU U-1 U Z Lu O X V � � J PROGRESS SET Cl) Z O DATE: V 05-06-22 O JOB NO: 210285-02 LL SHEET NO: E003 z SRF To: Brian Nicholson Headwaters Development From: Tom Sachi, PE, Associate Ashley Sherry, EIT, Engineer Date: November 19, 2021 Subject: Monticello Senior Housing Traffic Study Introduction Memorandum SRF No. 15156 As requested, SRF has completed a traffic study for the proposed senior housing development in the southwest quadrant of the Golf Course Road and 7th Street W intersection in Monticello, MN (see Figure 1: Project Location). The main objectives of this study are to review existing operations within the study area, evaluate traffic impacts of the proposed development under future conditions, and recommend any necessary improvements to accommodate the proposed development. The following information provides the assumptions, analysis, and recommendations offered for consideration. Existing Conditions Existing conditions were reviewed to establish a baseline in order to identify any future impacts associated with the proposed development. The evaluation of existing conditions includes various data collection activities, roadway characteristics, and an intersection capacity analysis, which are summarized in the following sections. Data Collection Weekday a.m. and p.m. peak hour vehicle turning movement and pedestrian/bicyclist counts were collected by SRF during the week of October 25, 2021 at the following study intersections: ■ Golf Course Road and 7th Street W ■ 7th Street W and Elm Street The turning movement counts were modified based on available average daily traffic (ADT) counts to reflect typical year 2021 conditions (i.e. non-COVID conditions). In addition, a small sample (nearly 100 vehicles) of speed data was collected along Golf Course Road, in both directions, to understand travel speeds. The speed data indicates that 85th percentile speeds recorded along Golf Course Road were approximately 30 miles per hour (mph), which matches the speed limit at that location. It should be noted that residents have indicated that high -speeds, particularly in the eastbound direction, can make northbound left -turns from 7th Street W to Golf Course Road appear dangerous. www.srfconsuIting.com 3701 Wayzata Boulevard, Suite 100 1 Minneapolis, MN 55416-37911 763.475.0010 Equal Employment Opportunity / Afirmative Action Employer •:� all ! ! 'I►r • ep •�i Pro Project Location ISRFMonticello Senior Housing Traffic Study City of Monticello, MN 02015156 November 2021 on VA �. --,V" f"Iel' urs RSI � .s►�t i�Fr + - f ,. •>M� eta' Figure 1 Monticello Senior Housing Traffic Study Roadway Characteristics November 19, 2021 A field assessment was completed to identify various roadway characteristics within the transportation system study area, such as functional classification, general configuration, and posted speed limit. A summary of these roadway characteristics is shown in Table 1. Note that these are general characteristics and that there are some deviations within the area or segments of the roadways. For example, the speed limit on Golf Course Road transitions from 40 -mph to 30 -mph east of I-94. Table 1. Existing Roadway Characteristics Roadway Functional Classification (1) General Configuration Posted Speed Limit (mph) Golf Course Road Major Collector 2 -lane undivided 30/40(2) 7th Street W Major Collector 2 -lane undivided 30 (3) (1) Functional classification based on the Monticello 2040 Comprehensive Plan. (2) The speed limit of Golf Course Road transitions from 40 -mph to 30 -mph east of 1-94. (3) Currently has an unposted speed limit. Speed limit assumed to operate at 30 -mph. From a traffic control perspective, the Golf Course Road/7th Street W and 7th Street W/Elm Street intersections are unsignalized with side -street stop control. Existing geometrics, traffic controls, and volumes are shown in Figure 2. Intersection Capacity Analysis An intersection capacity analysis was completed using Synchro/SimTraffic software to establish a baseline condition to which future traffic operations could be compared. Capacity analysis results identify a Level of Service (LOS), which indicates the quality of traffic flow through an intersection. Intersections are graded from LOS A through LOS F. The results are based on average delay per vehicle, which correspond to the delay threshold values shown in Table 2. LOS A indicates the best traffic operation, with vehicles experiencing minimal delays. LOS F indicates an intersection where demand exceeds capacity, or a breakdown of traffic flow. Overall intersection LOS A through LOS D is considered acceptable in the Twin Cities Metropolitan Area. Table 2. Level of Service Criteria for Signalized and Unsignalized Intersections LOS Designation Signalized Intersection Average Delay/Vehicle (seconds) Unsignalized Intersection Average Delay/Vehicle (seconds) A <_ 10 <_ 10 B >10-20 >10-15 C >20-35 >15-25 D > 35 - 55 > 25 - 35 E > 55 - 80 > 35 - 50 F > 80 > 50 Page 3 ... •i41K 'xAk '0 f , LEGEND XX - A.M. Peak Hour Volume (XX) P.M. Peak Hour Volume O Side -Street Stop Control Existing Conditions SR Monticello Senior Housing Traffic Study City of Monticello, MN 02015156 November 2021 Golf Course Rd 90 123 • n ' } �` '� ti, 3 (6) r ar`'f 1�'. 9 (139) 88 (38) 29 00 n 3 Golf Course Road `. ..� ._ » ...._ '"!""�!►t- r Figure 2 Monticello Senior Housing Traffic Study November 19, 2021 For side -street stop -controlled intersections, special emphasis is given to providing an estimate for the level of service of the side -street approach. Traffic operations at an unsignalized intersection with side -street stop control can be described in two ways. First, consideration is given to the overall intersection level of service. This takes into account the total number of vehicles entering the intersection and the capability of the intersection to support these volumes. Second, it is important to consider the delay on the minor approach. Since the mainline does not have to stop, the majority of delay is attributed to the side -street approaches. It is typical of intersections with higher mainline traffic volumes to experience high levels of delay (i.e. poor levels of service) on the side -street approaches, but an acceptable overall intersection level of service during peak hour conditions. Results of the existing capacity analysis, shown in Table 3, indicate that the study intersections currently operate at an acceptable overall LOS A during the a.m. and p.m. peak hours with the existing geometric layout and traffic controls. No significant queuing issues were identified. Table 3. Existing Intersection Capacity Analysis Intersection A.M. Peak Hour LOS Delay P.M. Peak Hour LOS Delay Golf Course Road and 7th Street W (1) A/B 10 sec. A/B 11 sec. 7th Street W and Elm Street (1) A/B 10 sec. A/B 10 sec. (1) Indicates an unsignalized intersection with side -street stop control, where the overall LOS is shown followed by the worst approach LOS. The delay shown represents the worst side -street approach delay. The following information summarizes the operational observations identified as part of the existing capacity analysis: • Golf Course Road and 7th Street W: o Eastbound vehicles were observed to utilize the shoulder to perform an eastbound right -turn movement, likely to avoid obstructing free-flowing eastbound traffic. Consideration could be made towards providing an eastbound right -turn lane to help facilitate this movement and provide safety benefits. However, given the minimal volumes, it is not needed from an operational perspective. Proposed Development The proposed development, shown in Figure 3, is proposed to be constructed in the southwest quadrant of the Golf Course Road and 7th Street W intersection. The site is expected to include 60 townhome units and a 100 -unit multi -family building. Note, the proposed development is expected to operate as a senior housing (age 55+) facility. Two (2) access points are proposed to the development along 7th Street W. The north access is approximately 350 feet south of the Golf Course Road/7th Street W intersection and the south access is approximately one-quarter (1/4) mile north of the 7th Street W/Elm Street intersection. Page 5 Golf Course Road ■ ON y { ,. 4r, 1 of Site Plan ISRFMonticello Senior Housing Traffic Study City of Monticello, MN 02015156 November 2021 Ilk fir-• �.���„" • �• .. m� I�.� � • L .E M . Figure 3 Monticello Senior Housing Traffic Study Traffic Forecasts November 19, 2021 To identify potential impacts associated with the proposed development, traffic forecasts for year 2024 (i.e. one-year after opening) conditions were developed. The year 2024 conditions take into account general background traffic and traffic generated by the proposed development. Background Growth To account for general background growth in the area, an annual growth rate of one and a half (1.5) percent was applied to the existing peak hour volumes to develop year 2024 background forecasts. This growth rate was developed using a combination of existing area growth patterns, historical average daily traffic (ADT) volumes, traffic forecasts from the Monticello 2040 Comprehensive Plan, and engineering judgement. Trip Generation To account for traffic impacts associated with the proposed development, trip generation estimates for the proposed land uses were developed for the a.m. and p.m. peak hours and on a daily basis. These estimates, shown in Table 4, were developed using the ITE Trip Generation Manual, 9 I tb Edition. Table 4. Trip Generation Estimate Land Use Type (ITE Code) Size A.M. Peak Hour P.M. Peak Hour Daily Trips In Out In Out Senior Adult Housing Single Family (251) 60 -units 5 10 11 7 259 Senior Adult Housing -Attached (252) 100 -units 7 13 14 324 Total Site Trips 12 23 25 583 Results of the trip generation estimate indicates that the proposed senior housing development is expected to generate approximately 35 a.m. peak hour, 43 p.m. peak hour, and 583 daily vehicles trips. The trips generated were distributed to the study area based on the directional distribution shown in Figure 4, which was developed based on existing travel patterns and engineering judgement. The resultant year 2024 traffic forecasts, which include general background growth and trips generated by the proposed development, are shown in Figure 5. Page 7 E -I '7 " , , ' -•4Q + hk* A6 7A. 'N 00, 10" Ilk e r., fie T I Ah. Ilk V Golf Course Road tlU D DI ISRF 02015156 November 2021 K,.Jjr `140 Directional Distribution Monticello Senior Housing Traffic Study City of Monticello, MN _7 k 41 Z Figure 4 r ► • 95 (130) t Ilk M"� '� 'i'' - �y +�.. 1• Golf Course Rd (145) 95 y DID LEGEND XX - A.M. Peak Hour Volume (XX) P.M. Peak Hour Volume O Side -Street Stop Control 4Q Z �o P°oe5 �p Ohl of •..�; "� � - ty � � �. ro�Gy Golf Course Road 30 (10s) (SS e (S)) S � ko � � h 44 y ] •'N� 1- ` i'' 7•" ro'1 S s S 00 /9s r(�► r,o Year 2024 Build Conditions SR Monticello Senior Housing Traffic Study City of Monticello, MN 02015156 November 2021 Figure 5 J m L A. �. DID LEGEND XX - A.M. Peak Hour Volume (XX) P.M. Peak Hour Volume O Side -Street Stop Control 4Q Z �o P°oe5 �p Ohl of •..�; "� � - ty � � �. ro�Gy Golf Course Road 30 (10s) (SS e (S)) S � ko � � h 44 y ] •'N� 1- ` i'' 7•" ro'1 S s S 00 /9s r(�► r,o Year 2024 Build Conditions SR Monticello Senior Housing Traffic Study City of Monticello, MN 02015156 November 2021 Figure 5 Monticello Senior Housing Traffic Study November 19, 2021 Year 2024 Build Conditions Intersection Operations Analysis To determine how the study intersections and site access will operate under year 2024 conditions, an intersection capacity analysis was completed using Synchro/SimTraffic. Results of the analysis, summarized in Table 5, indicates that all study intersections and site access are expected to operate at an acceptable overall LOS A during peak hours, with the existing roadway geometry and traffic controls. Side -street delays at the study intersections are expected to increase by approximately one (1) second per vehicle under the future build conditions. Table 5. Year 2024 Build Conditions Peak Hour Capacity Analysis Intersection A.M. Peak Hour P.M. Peak Hour LOS Delay LOS Delay Golf Course Road And 7th Street W (1) A/B 10 sec. A/B 11 sec. 7th Street W and North Access (1) A/A 9 sec. A/A 9 sec. 7th Street W and South Access (1) A/A 9 sec. A/A 9 sec. 7th Street W and Elm Street (1) A/B 10 sec. A/B 11 sec. (1) Indicates an unsignalized intersection with side -street stop control, where the overall LOS is shown followed by the worst approach LOS. The delay shown represents the worst side -street approach delay. Based on the year 2024 build conditions operations analysis, no geometric or traffic control changes are needed to accommodate the proposed development from an intersection capacity perspective. It is not expected that any turn lane modifications along 7th Street W will be necessary to accommodate turning traffic to the proposed development. Long Term Considerations While not needed as a result of the proposed development, if traffic volumes along 7th Street W reach between 5,000 to 7,500 vpd, the City could consider restriping the roadway to a three -lane facility to allow a center left -turn lane. The current roadway width is approximately 46 feet, which would allow for this roadway configuration through restriping, thus would not require reconstruction. However, reconfiguring the roadway to a three -lane facility would likely result in the removal of on -street parking on at least one side of the roadway. Page 10 Monticello Senior Housing Traffic Study Site Plan Review November 19, 2021 A review of the proposed development site plan was completed to identify any issues and provide potential improvements for consideration with regard to sight distance, access, parking, and circulation. In general, the following should be considered when designing internal traffic control and access roadways: ■ Incorporate traffic controls, signing, and striping based on guidelines established in the Manual on Uniform Traffic Control Devices (MUTCD). ■ Special consideration should be made to limit any sight distance impacts from future structures, landscaping, and signing. Summary and Conclusions The following study conclusions and recommendations are offered for consideration: 1) Results of the existing intersection capacity analysis indicate that the study intersections currently operate at an acceptable overall LOS A during the a.m. and p.m. peak hours with the existing geometric layout and traffic controls. No significant side -street delays or queuing issues were identified. 2) The proposed development includes 60 townhome units and a 100 -unit multi -family building. 3) The proposed development is expected to generate 35 a.m. peak hour, 43 p.m. peak hour, and 583 daily trips. 4) Results of the year 2024 build capacity analysis indicate that study intersections are expected to continue to operate at an acceptable overall LOS A during the peak hours. No significant side - street delays or queuing issues were identified. a. Side -street delays are expected to increase by approximately one (1) second during the a.m. and p.m. peak hours. 5) No roadway changes or mitigation are anticipated to be needed to accommodate the proposed development from an intersection capacity perspective. H.\Pmjeas\ 95000\ 15156\TraffStudj\Deborts\Deport\ 15156_MonticelloSeniorHousingTS_219199.docx Page 11 SENIOR UNIT TYPE DEMAND 10 Active Adult Housing Demand for market rate, active living senior housing comes from those household that prefer this type of unit and can afford it, either because they have sufficient current income or because they have sufficient savings, most often in the form of home sale equity. All households in this demand category, both current and projected, have at least one household member above the age of 55. Many active adult housing communities are age -restricted and become available once a household member reaches the limit (typically 55), while other are not restricted - solely marketing themselves as active adult communities to ensure inclusivity. sow It is important to note that indicated demand for this market type does not include units that already exist within the market, and should be adjusted accordingly. Market Rate Active Adult Demand Demand 2020 2025 Number of Households wiih Qualifying Incomes 437 641 Potentially Qualifying Households with Home Sale Equity 110 112 Base Demand 547 753 Unit Type Preference 6.5% 6.50 Existing City Resident Demand 36 49 New City Resident Demand 24 34 Total unit demand 60 units 83 unit Subsidized Independent Living;` Ilk Subsidized independent living refers to income -restricted independent living developments. This offers opportunity for income -limited and fixed-income households to have access to those services they require as they continue to age. Demand is calculated by measure of fixed- and income -restricted households without the potential for home sale equity. This is then adjusted to the average percentage of households who prefer or need to live in this style housing in 55+ age categories. It is important to note that indicated demand for this market type does not include units that already exist within the market, and should be adjusted accordingly. Unit Demand & Recommendations 107 Demand Subsidized Independent Living 2020 2025 Number of Households with Qualifying Incomes 493 548 Base Demand 493 548 Unit Type Preference 12.5% 12.5% Existing City Resident Demand 62 69 New City Resident Demand 30 34 Total unit demand 92 units 103 writs Unit Demand & Recommendations 107 io8 SENIOR UNIT TYPE DEMAND Market Rate Independent Livin Market Rate independent living refers to non -income restricted independent living developments. This offers opportunity for higher -income senior households and those with potential home sale equity to have access to required services as they continue to age. It is important to note that indicated demand for this market type does not include units that already exist within the market, and should be adjusted accordingly. Market Rate Independent Living Demand 2020 2025 Number of Households with Qualifying Incomes 219 246 Potentially Qualifying Households with Home Sale Equity 74 84 Base Demand 293 330 Unit Type Preference 10% 10% Existing City Resident Demand 29 33 New City Resident Demand 18 22 Total unit demand 41 units 55 Univ Market Rate Assisted Living Market Rate assisted living refers to assisted living development for households with a higher - income or access to potential home sale equity. Demand is calculated by measure of income - qualified households, as well as potentially qualifying household with access to home sale equity. This is then adjusted based on the local number of single -person senior households in Monticello, and filtered by the estimated percent of households who can continue in-home care as opposed to assisted living. It is important to note that indicated demand for this market type does not include units that already exist within the market, and should be adjusted accordingly. Market•.- Assisted Living Demand 2025 Persons in Need with Potential Home Sale Equity 368 480 Percent of Households with Qualifying Incomes 41% 41% Number of Income Qualified Households 221 221 Base Demand 370 416 Demand from Current Single Person Households 167 187 Demand from Current Two Person Households 204 229 Unit Type Preference/Need 40% 40% Existing City Resident Demand 148 166 New City Resident Demand 60 76 Total unit demand 208 units 242 units City of Monticello Housing Needs and Demand GROWTH STRATEGY MAP FUTURE LAND USE MAP MIXED -DENSITY RESIDENTIAL (MDR) The Mixed -Density Residential designation applies to areas of the City where mixed housing types and medium to high density housing are appropriate. Housing types could include attached housing such as apartments, townhomes, condominiums and multi -family buildings. It may also includes areas appropriate for small -lot single-family homes and cottage homes. Densities generally range between 8 to 25 units per acres corresponding to site area allowances of 1,700-5,000 square feet per unit. Allowed density is dependent on adjacent land uses, existing building form and character and other factors. Higher densities are permitted at the discretion of the City. These areas have mixed housing types and reflect a denser, more urban environment. Buildings in these areas are generally between two to five stories and may have surface parking. Other compatible uses, such as schools, nursing homes, parks and religious facilities may also locate in this designation. Residential Medium to High Density (Residential characterized by a wide mix of housing types) • Senior Living Facility Public/institutional • Schools Recreational • Parks/Playgrounds Open Space • Sensitive Habitat Primary Mode Vehicular (slow speeds) Secondary Mode Pedestrian paths and trails Bicycle facilities and parking Transit or Shuttle Service • Density - 8 - 25+ units/acre (Medium to High Density Residential) • Height - 1-5 stories • Lot Area - 1,700-5,000 sq. ft. per unit 2018 Correlating Zoning District R-3 Medium Density Residential District R-4 Medium -High Density Residence District INFORMATIONZONING LAND USE, GROWTH AND ORDERLY ANNEXATION IMPLEMENTATION CHART: LAND USE, GROWTH AND ORDERLY ANNEXATION SHORT- I LONG- ONGOING THEME TERM TERM I I Policy 2.1. Neighborhood Strategy2.1.1- Adopt zoning regulations Diversity & Life -Cycle Housing • • that allow for a wider diversity of housing types, identify character defining features and O O • • • • • - • Sustain a diverse array of encourage a center of focus for • - - • • - neighborhood character and each neighborhood. • • • • . - housing types throughout . • • • • • - - • • • Monticello. These will range from • • - - • - . • estate residential to established Strategy2.1.2- Encourage opportunities for residents to stay in Monticello, with additional O �a - • - - • • - • • • • - • traditional neighborhoods, to options for estate residential, senior living, and • • . - • • • • • new planned subdivisions and other life -cycle options. Strategy2.1.3 - Amend zoning regulations as • • • . - - • • - conservation development, and • . - • - • • - - • • neighborhoods oriented around r or actiity rthat • .. •• • necessary to allow for small -lot single family homes, neo -traditional housing styles, cottage O • ' -•• • - • , , • The unique design elements homes, accessorydwellingunits (ADUs), and - • • . • • . • define each neighborhood should mansion style condos. . • • • • be protected and enhanced in the future including its housing stock, Strategy 2.1.4 - Encourage housing options which incorporate Universal Design to promote O (0) parks and public infrastructure. housing equity in choice. Strategy2.1.5 - Consider allowing Accessory Dwelling Units (ADUs). O Monticello's neighborhoods help define the city's form and sense of place. The city's neighborhoods will continue to evolve in the years ahead. In areas where the basic development pattern is already established continued reinvestment in the housing stock and infrastructure is encouraged with an emphasis on sustainable design in terms of private property improvement and investment, as well as capital improvements. In the outlying areas of the city where the development pattern is still evolving, new neighborhoods will be safe, healthy, attractive with a diverse population and housing stock. The planning objective for all Monticello residential areas is to make each neighborhood "complete" — with a variety of housing choices, proximity to neighborhood- scaled commercial services, community services, and neighborhood parks that serve as an identifiable center and gathering place for its neighbors and future residents. MONTICELLO 2040 COMPLETE NEIGHBORHOODSCHAPTER MONTICELLO 2040 VISION + PLAN IMPLEMENTATION CHART: LAND USE, GROWTH AND ORDERLY ANNEXATION SHORT- I LONG- ONGOING THEME TERM TERM 202 IMPLEMENTATION Policy 2.7. Locations for Higher Strategy2.7.1-Amend the Zoning Map to be Density Housing consistent with the Future Land Use Map and identify areas where mixed -density residential Generally, locate new higher uses are appropriate. density housing and mixed use development in proximity to Downtown where there is good access to parks and open space, proximity to local -serving commercial uses, and proximity to the transportation network. O �i Consider impacts to over concentration of multi -family uses in specific locations. Conversely, the City should discourage the use of vacant sites with these attributes for new low employee intensity or low value land uses. Policy 2.8: Equitable Planning Ensure that no single neighborhood or population group is disproportionately O a impacted by flooding or environmental burdens, city services, incompatible uses, neighborhood constraints or potential hazards. Policy 2.9 - Neighborhood Design Strategy2.9.1- Integrate open space, parks, Support the development of street trees, landscaping, and natural features into Monticello's neighborhoods to enhance O neighborhoods with a strong set of their visual quality, create inviting and safe amenities which enhance quality spaces, and improve access to nature of life, retain residents and support and recreation. continued investment. Strategy2.9.2- Create and maintain a Neighborhood Conservation Overlay zoning district to identify areas that should O be developed in a manner consistent with conservation style development. 202 IMPLEMENTATION IMPLEMENTATION CHART: ECONOMIC DEVELOPMENT SHORT- I LONG- ONGOING THEME TERM TERM • • • • Policy 4.2. Revitalization Strategy 4.2.1 -Evaluate any development related processes or fees which could be r\r\r\ modified to support or encourage reinvestment O JJl Support revitalization efforts for in targeted areas. publicly owned properties and other opportunity sites Strategy 4.2.2 -Research and develop reinvestment programs for targeted housing throughout the community. areas and other sites throughout the community O for long-term investment. Strategy4.2.3- Use strategies identified in the Community Character, Design and the Arts O ((( Chapter in revitalization projects. 1Il • Policy 5.1. Strategy 5.1.1- Continue to market workforce Housing to Support Employment housing development on EDA -owned land along East 4th Street and Outlot A of Country O Actively promote and seek Club Manor, or at other suitable sites in the City, ' opportunities for the development including the Downtown. - of a wide variety of housing types, styles and price points as Strategy5.1.2-Maintain and update annually a mechanism to support and property availability maps for residential O housing sites as identified in the attract employment. 2020 Housing Report. Strategy5.t3- Support efforts by private and non-profit entities to develop affordable housing O projects utilizing state and federal programs based on housing supply and demand data. Strategy5.1.4- Examine use and application of available housing TIF dollars per the 2016 O TIF Management Plan and the adopted Policy Statements for Available TIF Funds. Strategy5.1.5- Complete updates to the 2020 Housing Study and regular and O appropriate intervals. Strategy5.t6- Continue to periodically examine housing stock for aging or blighted properties and research development O of programs for redevelopment and/or revitalization of existing housing. MONTICELLO 2040 VISION + PLAN 0 wsb June 2, 2022 Mr. Matt Leonard City Engineer/Public Works Director City of Monticello 505 Walnut Street, Suite 1 Monticello, MN 55362 Re: Headwaters West Prelim Plat and Civil Plans (Apartment Site) — Engineering Review City Project No. 2022-016 WSB Project No. 020085-000 Dear Mr. Leonard: We have reviewed Headwaters West Preserve Preliminary Plat and Civil Plans dated May 20, 2022 prepared by Design Tree Engineering. The applicant proposes to construct a multi -family building with approximately 102 units in conjunction with the 30 twin home sites (60 total units), both project spanning over the 16.5 acre site located southeast of Golf Course Rd. The review of the twinhome site is under separate cover. The plans and engineering documents were reviewed for general conformance with the City of Monticello's general engineering and stormwater management standards. We offer the following comments regarding the engineering and stormwater management standards. Preliminary Plat & General Comments 1. City staff may provide comments pertaining to the proposed landscaping, sidewalk/trail extensions, tree preservation plan, or other elements under separate cover. 2. Provide a turning movement exhibit to show that a fire truck can access all building structures as required by the City Fire Marshall. The Fire Marshall will review and provide comments under separate cover. 3. Any public utilities shall be encompassed by drainage and utility easements where located outside of public road right of way. Drainage and utility easements will need to allow for a 1:1 trench from the invert of the utility with a minimum of 20' centered on the utility. 4. Additional comments were provided directly on the plan sheets. All comments from the plan sheets may not be included with the review letter. 5. The review for the twinhome site will remain under separate cover. Some elements such as stormwater management may overlap between the two sites. Please be cognizant of this and review both letters relative to the overlapping elements. K:\020085-000\Admin\Docs\2022-05-18 Submittal (Preliminary Plat)\_2022-06-02 Headwaters Prelim Plat & Plans (Apt Site) - WSB Engineering Review.docx City of Monticello — Headwaters West Preliminary Plat and Civil Plans (Apartment Site) — Engineering Review June 2, 2022 Page 2 Existing Conditions and Removal Plans (Sheets C101 -C102) 6. Remove the existing sign located in the proposed entrance Civil Site Plans (Sheets C201) 7. Show the installation of pedestrian ramps at the trail crossings and the entrance to the development from 7t" Street 8. Commercial driveway entrances should reference City Standard Detail Plate 5008. 9. On Sheet C201, provide additional dimension between trail edge and property line. 10. Note tipped curb and gutter where applicable throughout the parking lot 11. Label Tee Box Trail Grading & Drainage Plans (Sheets C301) 12. Label Tee Box Trail 13. Even out the proposed western swale to 1 %. a. Currently 1.7% for —60 feet and 0.40% for —300 feet 14. Call out all low points in the roadway and greenspaces a. provide emergency overflow (EOF) elevations for the low points. 15. Provide where the water in the northwest corner of the site drains. 16. Provide grades and flow arrows for drainage throughout the parking lot 17. Provide whether storm sewer structures are CB, CBMH, or STMH on grading plan a. Label storm sewer structure inlet elevations 18. Storm sewer pipes should be in drainage and utility easements, please verify that pipes are all within easements. 19. With final plans provide the following: a. In general maintain all surface grades within the minimum of 2% and maximum 33% slopes. Vegetated swale grades shall also be a minimum of 2.0%. b. Drainage arrows on plans showing direction of runoff. Note specifically high points between each side -yard swale. c. Include percent slope In all other swale locations and verify that it meets the City requirement of 2%. d. Subgrade draintile will not be required unless clayey or those with high silt content are encountered. The applicant's geotechnical engineer shall be responsible for reviewing and providing a final recommendation. Complete, the applicant stated there will be no draintile needed/installed with the project. e. Draintile (Rigid PVC) will be required in locations where sump pumps are proposed to be connected. Include tracer wire and cleanouts every 200 feet. See City detail plate No. 4011 and Appendix D of the City's general specifications. Complete, the applicant stated there will be no sump pumps proposed with the project. K:A020085-000VAdminADocs\2022-05-18 Submittal (Preliminary Plat)A_2022-06-02 Headwaters Prelim Plat & Plans (Apt Site) - WSB Engineering Review.docx City of Monticello — Headwaters West Preliminary Plat and Civil Plans (Apartment Site) — Engineering Review June 2, 2022 Page 3 f. Add rip -rap quantities and class notes at each flared end section and pond overflows (if applicable). g. Note the size of proposed storm sewer structures. Utility Plans (Sheets C401) 20. Label Tee Box Trail 21. Describe the sanitary sewer connection to the existing 12" RCP sanitary sewer main in 7t" Street (e.g. construct manhole over existing sanitary sewer, etc.). Match crowns of proposed 8" pipe with existing 12" pipe (8" invert +0.33' from 12" invert). 22. Describe the connection to the existing 8" DIP watermain stub a. Remove existing 8" plug b. Coordinate the location of the 8" service valve 23. Hydrant locations shall be reviewed and approved of by the City Fire Marshal; typically, a maximum of 150' overlapping influence radius (maximum 400' spacing) is required along roadway (hose length). c. Verify fire flows to each hydrant i. Consider looping watermain through existing 6" stub or new 8" watermain connection for redundancy and improved fire flows 24. With final construction plans, provide confirmation of MDH (watermain) and MPCA (sanitary sewer) plan review and permitting. The City engineer will need to review and sign the sanitary sewer permit. 25. Eliminate the horizontal bends in the sanitary sewer services. 26. Identify all utility crossings and provide vertical separation table. 27. Provide proposed sanitary sewer service invert at the building d. Provide lowest floor elevation of the building e. Verify if proposed depth (--15') is necessary 28. Provide and label all storm sewer pipe material and grade 29. The storm sewer pipe between CB 1 and STMH 3 is —3' from the County Highway 39 right of way. Provide required approval and permitting from Wright County. 30. Add general notes to the utility plans to the effect of: a. The City of Monticello shall not be responsible for any additional costs incurred that are associated with variations in the utility as -built elevations. All utility connections shall be verified in the field. b. The City, or agents of the City, are not responsible for errors and omissions on the submitted plans. The Owner and Engineer of Record are fully responsible for changes or modifications required during construction to meet the City's standards. c. All watermain and sanitary sewer testing shall be completed in accordance with City standards and specifications. Copies of all test results shall be submitted to the City (Public Works Director, City Engineer), the Owner, and the Engineer of Record. d. Watermain shall have a minimum cover of 8'. K:A020085-000VAdminADocs\2022-05-18 Submittal (Preliminary Plat)A_2022-06-02 Headwaters Prelim Plat & Plans (Apt Site) - WSB Engineering Review.docx City of Monticello — Headwaters West Preliminary Plat and Civil Plans (Apartment Site) — Engineering Review June 2, 2022 Page 4 e. The City will require televising for sanitary and storm sewer pipe installations prior to accepting a warrant for the utility system; provide report and video files to the City for review. 31. Conform whether or not a common irrigation system will be used. If so, provide the water service location. 32. With final plat submittal provide the following: a. Separate plan/profile sheets for watermain, sanitary sewer, and storm sewer. a. Provide dimension notes from watermain to parallel sewer mains (storm and sanitary sewer); the minimum horizontal separation between mains is 10 feet. Where watermain crosses storm or sanitary sewer, add a note at each location to the effect of "Maintain 18" Minimum Separation, 4" Rigid Insulation" on both the plan view and profile view locations (both utility and storm sewer sheets). b. Show water/sewer service location to each lot (up to ROW only) and include the curb stop location at ROW location. For each lot location add the low floor opening elevation, sewer service station from downstream manhole, sewer service invert elevation at ROW, riser height if applicable, and curb stop elevation. Street Plans (Sheets C403 -C406) 33. Reference the review provided with the twinhome site under separate cover. Similar comments may apply. 34. Review all locations where trails and/or sidewalks connect to roadways, all of these locations will require pedestrian curb ramps. Traffic & Access 35. The site plan in the Traffic Study does not match that in the PUD Plan submitted. The PUD plan shows a third access to the multi -family housing very close to the Country Club Road intersection. The Traffic Study should be updated to be consistent with the proposed plan. If the project is planned to be phased, the year after each phase should be analyzed. Although the City's access spacing guidelines are 500' for this situation, the additional access could be considered should the traffic study indicate that there are no safety or operations issues at the proposed access. 36. The capacity analysis worksheets should be provided showing the analysis results including vehicle queuing. Erosion Control & SWPPP Plans (Sheet C501) 37. Reference the review provided with the twinhome site under separate cover for similar comments may apply. Civil Details Plan Sheets (Sheets C601-603) 38. Reference the review provided with the twinhome site under separate cover. Similar comments may apply. K:A020085-000VAdminADocs\2022-05-18 Submittal (Preliminary Plat)A_2022-06-02 Headwaters Prelim Plat & Plans (Apt Site) - WSB Engineering Review.docx City of Monticello — Headwaters West Preliminary Plat and Civil Plans (Apartment Site) — Engineering Review June 2, 2022 Page 5 Stormwater Manaaement & Modelli 39. The sites will share permanent stormwater management. Reference the review provided with the twinhome site under separate cover for related comments. Wetlands & Buffers 40. The applicant has indicated there are no wetlands within the northerly apartment site. Refer to the twinhome site review under separate cover pertaining to comments related to the wetlands on that portion of the site. Please have the applicant provide a written response addressing the comments above. We would be happy to discuss this review in more detail. Please contact me at 763-287-8532 if you have any questions or if you would like to set up a time to meet. Sincerely, WSB Jim Stremel, P.E. City Engineer K:A020085-000VAdminADocs\2022-05-18 Submittal (Preliminary Plat)A_2022-06-02 Headwaters Prelim Plat & Plans (Apt Site) - WSB Engineering Review.docx DEPARTMENT OF TRANSPORTATION April 8, 2022 Ms. Angela Schumann Community Development Director City of Monticello RE: C.S. 8680; R.P. 192.452 (1 94) Headwaters Development - Country Club Manor First Addition Plat Monticello, Minnesota Dear Ms. Schumann: District 3 - Planning 7694 Industrial Park Road Baxter, MN 56425 218/828-5700 or 1-800-657-3971 The Minnesota Department of Transportation (MnDOT) has reviewed the above -referenced plat in compliance with the provisions of Minnesota Statutes 505.03, Plats and Surveys. MnDOT would like to offer the following comments/recommendations: 1. The MnDOT District 3 staff has reviewed the property plan documents for the Country Club Manor First Addition property that borders Interstate 94 in Monticello and would like to provide the following comments. 2. District 3 survey staff is currently reviewing the plat for discrepancies or encroachments affecting the state right of way. If any are found in their review, action will be needed to correct any found at that time. 3. MnDOT encourages efforts to support noise compatible development. Because of the proximity of the proposed residential use to Interstate 94, the City may want to ensure the owner/developer provides appropriate mitigation plans to address potential noise impacts from the highway with berming or fencing. 4. There shall be no net increase in storm water runoff to Interstate 94 right of way from said property. Computations of all storm water directed toward the right of way shall be provided to MnDOT. Contact Mark Renn, District 3 Permits Supervisor, at 320/223-6522 for additional information. Since the property abuts MnDOT right of way, a permit is required to perform any work in the right of way. Contact the above-mentioned District 3 Permits Supervisor for additional information. If you have any further questions or comments, please call me at 320/223-6526. Sincerely, Tom Cruikshank Principal Planner ecc: MnDOT District 3 Development Review Committee file An equal opportunity employer JN'T Y OA � z = m 7855 Wright County Highway Department 3600 Braddock Ave NE Buffalo, MN 55313 Phone: (763)682-7383 Email: HwyAdmin@co.wright.mn.us VIRGIL HAWKINS, P.E. Highway Engineer CHAD HAUSMANN, P.E. Assistant Highway Engr. PATSY WAYTASHEK Highway Accountant NATE HELGESON Maintenance Superintendent BRIAN JANS Shop Maintenance Superintendent JEREMY CARLSON, P.L.S. Right -of -Way Agent SARA BUERMANN, P.E. Traffic Engineer KEVIN JOHNSON Construction Engineer NICK CARLSON Design Engineer April 1, 2022 Mathew Leonard Monticello City Engineer 505 Walnut Street, Suite 1 Monticello, MN 55362 RE: Plat Review for Country Club Manor First Addition Plat No. 22.03 Dear Mr. Leonard, We have received the Application for Preliminary Plat Review for Country Club Manor First Addition along County State Aid Highway (CSAH) 39 in Monticello. Wright County may have additional comments prior to signing the plat and as the project progresses to the permitting and construction phase. 1) It is our understanding that no new access is proposed as part of this plat. 2) The traffic study indicated no roadway changes or mitigation needed to accommodate the proposed development. 3) The right of way shown is agreeable to County staff, no additional dedicated right-of- way is required. 4) Any proposed work within the Wright County CSAH 39 right-of-way will require a permit. Please contact us at 763-682-7383 if you have any questions or need further clarification. Sincerely, Sara Buermann, PE Traffic Engineer Cc: Virgil Hawkins, County Engineer Chad Hausmann, Assistant County Engineer Adam Backes, County Permit Technician Ryan Melhouse, City of Monticello Engineering Mike Gerber, Design Tree Steve Jobe, County Surveyor Eric Stennes, Assistant County Surveyor An Equal Opportunity Employer-www.co.wright.mn.us/189/Highway Hayden Stensgard From: joane larson Sent: Tuesday, May 31, 2022 4:23 PM To: Development Services Subject: Fw: Public Hearing Headwaters Follow Up Flag: Follow up Flag Status: Flagged ----- Forwarded Mes*opemen"tcii - From: joane larson To: community.dev.monticello.mn.us <community.developement@ci.monticello.mn.us> Sent: Tuesday, May 31, 2022, 04:19:36 PM CDT Subject: Fw: Public Hearing Headwaters ----- Forwarded MessaWe-- From: joane larson To: Angela Schumann <ange a.sc umannci.monticello.mn.us> Sent: Tuesday, May 31, 2022, 03:04:33 PM CDT Subject: Public Hearing Headwaters Ms. Schumann, The history of Outlot A is familiar to us as longtime homeowners in Country Club Manor. Outlot A was zoned single family residential for many years. The developer lost the land and it has since been vacant land. Mostly city dumping snow and the street sweeper dumping sludge. Many plans were proposed and a former mayor wanted 7th St to connect with the west side . The street name was changed with no notice and when Riverwood Bank bought the land on 7th St West they paid for the connection. Our quiet neighborhood was transformed with a highway running through it. Noise increased and speeding cars have made it a dangerous road to walk with curves limiting visibilty. Even lowering the speed has not helped. Noise from 1-94 has increased so you can hardly talk in your backyard and be heard. The increased traffic from 60 units with approximately with 2 cars/unit and 4-6 trips per day or more will add more noise and congestion. Then you add 102 units in an apartment building to the mix with 100-150 cars with 4-6 trips/day. Add in the homes being built on Elm Street and a proposal (?) at this point to build apartments on the vacant land by Runnings and the congestion at Hwy 25 and & 7th will create a chokehold on an already congested intersection. Also the configuration of the 1-94 overpass at Cty Rd. 39 with limited view of oncoming traffic from West 39 into town increases the chances of accidents. I cannot believe a 1-2 day traffic study is adequate. Was Wright County Highway Dept. aware of the 102 unit apartment building when the study was done and they signed off on the increased traffic on Cty. Rd. 39 west and & 7th West. Also we object to the use of TIF money for the developer. We bought our home with no city help and raised our family here. We've paid taxes for 40 years here. We have no problem with city selling the land ( we are the city) but giving it away for$1.00 and using our taxpayer money for their development when they will reap the benefits in the years to come is ridiculous. If the developer on Elm St can build single family homes then they can build single family and/or duplex mix. .How many apartment buildings does the town need?? And more proposed on block 52!! Cedar Point's development isn't even finished yet. Once it's done it can't be undone. Maybe it's time the EDA evaluates the current projects and finds out if another apartment building is needed. Approving the deal just to put something there is no deal. sincerely, Deland and Joane Larson 11 Sandtrap Circle Monticello, MN KIt 0 CITY OF Montf6eflo PUBLIC WORKS Date: 6/3/2022 To: Angela Schumann, Community Development Director From: Matt Leonard, PW Director/City Engineer In Re: Headwaters Multifamily Development MEMORANDUM DEPARTMENT OF PUBLIC WORKS Headwaters Development, LLC has submitted a planned unit development application for the construction of 30 single story twin -homes and a 102 unit multi -family building. The community is considered to be age restricted to 55+. In 2019 the developer completed a traffic study dated November 19, 2021. This study analyzed the traffic impacts to 7th Street and Golf Course Road. This section of 7th Street is a 2 -lane undivided roadway with a posted at 30 mph. 7th Street is classificed as a Major Collector. Golf Course Road is classified as a major collector and is also a 2 -lane undivided roadway with speeds varying from 30-40 mph adjacent to this site. The proposed development is planned to access 7th Street only and this study analyzed the traffic impacts at the intersections of 7th Street and Golf Course Road and 7th Street and Elm Street. The proposed development is anticipated to add approximately 583 trips per day. The existing level of service of the intersections of 7th Street and Golf Course Road and 7th Street and Elm are at a level of service A/B and these interersections are expected to remain at the same leve of service with the additional traffic generaged from this development. The traffic study assumed two access points to 7th Street and no issues were noted in this study. The PUD application shows an additional access point approimately 130 feet from the intersection of 7th Street and Golf Course Road. The city has requested that the applicant complete additional analysis to show safety and operational impacts for the addition of this access point. Our comprehsive plan identifies 7th Street as a major collector which is anticipated to carry between 2000-8000 vehicles per day. Given the traffic study that was completed in 2019 existing daily traffic volumes are estimated at approximately 625 vehicles per day. Given the capacity of this section of roadway no issues are expected from the additoinal volume. OWN'FEW r: Ab. �i• b u„ f `L. ��_�� ? ,y. �. 4 may, A Wt s AW h .ice. �. . �► ,_ < - a r w.. View trom South Planning Commission Agenda - 06/07/2022 2B. Public Hearing - Consideration of a request for Rezoning to Planned Unit Development, Development Stage Planned Unit Development and Preliminary Plat Haven Ridge, for replat of Haven Ridge 2nd Addition, a Proposed 59 Unit Single Family Residential Develoament in an R-1 (Sinele-Familv Residence) District. Armlicant: Haven Ridge, LLC. Prepared by: Northwest Associated Meeting Date: Council Date (pending Consultants (NAC) Commission action): 06/07/2022 06/27/22 Additional Analysis by: Community Development Director, Chief Building and Zoning Official, Community & Economic Development Coordinator, Project Engineer ALTERNATIVE ACTIONS Decision 1: Consideration of rezoning to Planned Unit Development 1. Motion to adopt Resolution No. PC -2022-038 recommending approval of rezoning to Planned Unit Development for the proposed 59 units of Haven Ridge 2nd Addition, based on findings in said resolution. 2. Motion to deny the adoption of Resolution No. PC -2022-038 recommending approval of rezoning to Planned Unit Development for the proposed 59 units of Haven Ridge 2nd Addition, based on findings to be made by the Planning Commission. 3. Motion to table action on Resolution No. PC -2022-038 for additional information as directed by the Planning Commission. Decision 2: Consideration of a Preliminary Plat for Haven Ridge 2nd Addition 1. Motion to adopt Resolution No. PC -2022-039 recommending approval of a preliminary plat (replat) of Haven Ridge 2nd Addition, a 59 -unit single family plat, based on findings in said resolution and subject to the conditions of Exhibit Z. 2. Motion to deny the adoption of Resolution No. PC -2022-39 recommending approval of a preliminary plat (replat) of Haven Ridge 2nd Addition, a 59 -unit single family plat, based on findings in said resolution and subject to the conditions of Exhibit Z. 3. Motion to table action on Resolution No. PC -2022-039 for additional information as directed by the Planning Commission. Planning Commission Agenda - 06/07/2022 Decision 3: Consideration of a Development Stage PUD 1. Motion to adopt Resolution No. PC -2022-040 recommending approval of Development Stage PUD for Haven Ridge 2nd Addition, a 59 -unit single family plat, based on findings in said resolution and subject to the conditions of Exhibit Z. 2. Motion to deny the adoption of Resolution No. PC -2022-040 recommending approval of Development Stage PUD for Haven Ridge 2nd Addition, a 59 -unit single family plat, based on findings in said resolution and subject to the conditions of Exhibit Z. 3. Motion to table action on Resolution No. PC -2022-040 for additional information as directed by the Planning Commission. REFERENCE AND BACKGROUND Property: Legal Description: Outlots B, C, D, E, Haven Ridge PID #: 155-259-000020; 000030; 000040; 000050 Planning Case Number: 2022-022 Request(s): A. Rezoning to PUD, Planned Unit Development B. Preliminary Plat (Haven Ridge 2nd Addition) C. Development Stage Planned Unit Development Deadline for Decision: July 22, 2022 (60 -day deadline) September 22, 2022 (120 -day deadline) Land Use Designation: Low Density Residential Zoning Designation: R-1, Single Family Residence District; A -O, Agriculture -Open Space Overlays/Environmental Regulations Applicable: NA Current Site Uses: Vacant Surrounding Land Uses: North: Haven Ridge 1St Addition (R-1 Single Family) East: Vacant Agriculture South: Vacant Agriculture West: R-1 Single Family Project Description: The final plat of Haven Ridge 2nd Addition was previously approved by the City but not recorded. The proposed project 2 Planning Commission Agenda - 06/07/2022 reconfigures the original Preliminary Plat of 47 R-1 single family lots to a total of 59 narrower single family lots under a PUD zoning. (The original cover sheet for the plat showed 58 lots, but plan sheets detailed 59). The lots follow the same street pattern as the original plat approval. In this configuration, the original preliminary plat "Block 3" increases from 20 to 26 lots, "Block 4" increases from 16 to 20 lots, and "Block 5" from 11 to 13 lots. The applicant has proposed building plans with the proposed plat and PUD and indicated that they would meet the R-1 building fagade treatment requirements of at least 15% brick or stone. Other PUD aspects have not been suggested. The applicant notes that the plat changes are proposed due to extensive costs in accessing the property from the 15t Addition of Haven Ridge, which requires a street extension of more than 300 feet across a major power line and gas easement and corridor. These corridors are not buildable. Due to the grades, the power lines also must be raised, resulting in an expensive road with no lot frontages, complicated by the additional costs of the power line. The applicant further notes extensive wetland mitigation costs that have resulted in an inability to construct the 2nd phase as originally proposed. ANALYSIS: While technically separate, the Preliminary Plat and Development Stage PUD approvals typically run together, and share many of the same comments and review notes. Thus, this report consolidates the comments for these two approvals, although the Planning Commission will be asked to consider separate resolutions for each action. Preliminary Plat: In 2019 and 2020, the City approved a Preliminary Plat for Haven Ridge, and then a Final Plat for Haven Ridge. The plat of Haven Ridge platted 27 single-family lots and then, platted the remainder of the project area into a series of outlots. The original project consisted of approximately 260 single family lots and up to 75 townhouse lots on 213 acres. The City approved the final plat of Haven Ridge 2nd Addition in April, 2021. The final plat for Haven Ridge 2nd Addition was consistent with the approved preliminary plat, with 47 single- family lots. An extension of the final plat approval to December 2022 was granted in March of 2022. Planning Commission Agenda - 06/07/2022 The proposed preliminary plat revision would increase the single-family lot count by 12 to 59 as noted, along with required perimeter easements by lot. No other changes to the overall plat configuration would be affected by this proposal. Access and Circulation. The proposed lots are arranged along the same road pattern. There is no change to the road alignment or configuration. As an alternative to avoid the additional road and power line costs, the applicant would be required to rely on a single access for the 2nd Addition. Due to wetlands, there is no other access to these 47 (now 59) homes. This lot count is higher than recommended for a single access neighborhood, and would result in a dead-end street arrangement of more than 1,700 feet in the 2nd Addition, and leave the current 1,300 foot long cul-de-sac in place in the First Addition's 27 lots. The City's standard for cul-de-sac length is 600 foot. As such, the street connection across the power line easement is a critical component of the road network for the area. Lot Dimensions. The applicable R-1 zoning standards are as follows: Lot Area (Average): 12,000 square feet Lot Width (Average): 80 feet (70 minimum) Front Setback: 30 feet In the applicant's proposal, the standard R-1 lots of 80 feet in width with 10 -foot side setbacks are reduced to 62 feet in width with 6 -foot side setbacks. This results in a change from 60 -foot wide building pads to 50 feet. The proposed plat has lot sizes that range in area from approximately 9,000 square feet to more than 12,000 square feet, with a few size at much more in area. Minimum lot widths are listed at 62 feet. As noted above, the lots are arranged along the originally proposed street system, and as such, retain the same depths as previously planned. One comment relates to the lot arrangements in Block 5, Lots 2-5. These lots have lot lines that are not perpendicular to the street but have lot frontages slightly higher than the proposed 62 foot minimum. The applicant should verify that these lots have buildable widths of at least 50 feet and that side setbacks of no less than 6 feet are maintained as proposed with the remainder of the subdivision. Easements. The applicant's Preliminary Plat shows typical drainage and utility easements along the perimeter of all lots, in addition to covering the various stormwater ponds and wetlands. The detail shows the easements as 6 feet interior, and 12 feet along streets and at the perimeter of the plat, consistent with City requirements. There is a larger easement along several borders of the plat for proposed ponds and wetland areas. 4 Planning Commission Agenda - 06/07/2022 Park Dedication. Park Dedication remains as required by the Development Contract for the plat of Haven Ridge and is based on the area of the platted lots, along with the construction of the Fallon Avenue pathway along the proposed 2nd Addition plat. Wetland Impact. The applicant has provided an updated memo regarding the total wetland impact for the proposed replat. The total wetland impact with this plat has been reduced (Wetland 9 impact has been lessened) and the applicant has verified purchase of wetland credits required for the proposed mitigation associated with the 2nd Addition. The developer will be required to provide securities and a management plan associated with the enhancement of remaining wetlands in the 2nd Addition plat area. With the traffic circulation and pattern maintained and compliance with wetland requirements, staff are not recommending any update to the Environmental Assessment Worksheet. Development Stage PUD — Small Lot Single Family: Land Use. The land area of Haven Ridge 2nd Addition is currently guided Low -Density Residential, and zoned R-1 per the City's prior 2nd Addition plat approval and the Official Zoning Map. The proposed density for the replat of the 2nd Addition is just over 3 units/acre. This is well within the low-density range called for by the Monticello 2040 Plan at 3-6 units/acre. Building Design, Lot Area and Setbacks. The applicant has provided various floor plans and building elevations showing the building plans as examples only. However, they have committed to the current R-1 building materials standards. There are no other development details identified for this portion of the project to justify the City's use of PUD flexibility, and as such, staff is suggesting a series of minimum standards to apply pending the application moving forward to Final PUD approval. The recommended standards are taken generally from the City's T -N zoning district and were similarly applied to the recent Featherstone request for a small -lot residential PUD. The applicant's building and floor plans are not dimensioned, so the Planning Commission may wish to examine the plans for consistency with its expectations for PUD and residential development, as well as the specific standards suggested below. In specific, it may be difficult for the applicant to meet a strict 40% garage door width standard. If the elevations provided are generally acceptable to the Commission, then the Exhibit Z condition may be modified. While economic conditions are driving the interest in the lot size changes, the use of PUD is intended to balance zoning flexibility with additional development design amenities that result in a project that meets or exceeds the City's basic land use objectives. Staff would therefore recommend that standards in the PUD should include the following, at minimum: 5 Planning Commission Agenda - 06/07/2022 1. Adherence to the City's T -N, Traditional Neighborhood zoning lot standards and setbacks, in the absence of a PUD design element addressing the other items in this list. Those standards include the following: a. 25 foot front setbacks, with 6 feet side yards and 20 feet rear yards. b. Building sizes of 1,050 finished, and 2,000 square feet finishable area. c. Garage square footage of at least 480 square feet d. Roof pitches of at least 5:12. e. Brick/Stone on front fagade equal to at least 15% of all front -facing surfaces. 2. Livable portions of the home exposed to the front street no less than 40% of the width of the structure. 3. Usable front porches or similar features. 4. Front entry doors no greater than 6 feet farther back from the garage doors. 5. Additional large tree planting (including trees of at least 3" caliper planting size) in the front yards of the proposed lots to make a more immediate impact on the streetscape. STAFF RECOMMENDED ACTION With the conditions listed in Exhibit Z, Planning Staff recommends approval of: (1) The rezoning to PUD (2) Development stage PUD which incorporates the development standards suggested in this report, including the R-1 building materials standards and other T -N standards as noted. (3) Preliminary Plat which accommodates the plat lot size reductions as proposed. The project is consistent with the land use plan and provides an appropriate level of transition in densities and unit styles for the existing and proposed land uses in the area. The proposed 2nd Addition lies between the standard R-1 lots and unit styles to the north and the proposed townhome area to the south. The proposed density of the 2nd Addition is within the range prescribed for Low Density land uses in the Monticello 2040 Plan. With the building design standards proposed by staff and included within Exhibit Z, staff believes the proposed lot reconfiguration to be consistent with the intent of PUD zoning. SUPPORTING DATA A. Resolution PC -2022-038, Rezoning to PUD B. Resolution PC -2022-039, Preliminary Plat of Haven Ridge 2nd Addition C. Resolution PC -2022-040, Development Stage PUD D. Ordinance No. XXX E. Aerial Image 0 Planning Commission Agenda - 06/07/2022 F. Applicant Narrative G. Civil Plans a. Overall Boundary b. Existing Conditions c. Preliminary Plat d. Removals Plan e. Site and Utility Plan f. Grading Plan g. Erosion Control Plan H. Tree Preservation Plan I. Landscape Plan J. Lighting Plan K. Sample Building Elevations and Floor Plans L. City Engineer's Letter, dated June 2, 2022 EXHIBIT Z Conditions of Approval Haven Ridge 2"d Addition Preliminary Plat, Rezoning to PUD, and Development Stage PUD 1. The PUD is conditioned on buildings and streetscape generally following the standards of the T -N, Traditional Neighborhood District. Those standards, at minimum shall include: a. Adherence to the City's T -N, Traditional Neighborhood zoning lot standards and setbacks, in the absence of a PUD design element addressing the other items in this list. Those standards include the following: b. 25 foot front setbacks, with 6 feet side yards and 20 feet rear yards. c. Building sizes of 1,050 finished, and 2,000 square feet finishable area. d. Garage square footage of at least 480 square feet e. Roof pitches of at least 5:12. f. Brick/Stone on front facade equal to at least 15% of all front -facing surfaces. g. Livable portions of the home exposed to the front street no less than 40% of the width of the structure. h. Usable front porches or similar features. i. Front entry doors no greater than 6 feet farther back from the garage doors. 7 Planning Commission Agenda - 06/07/2022 j. Additional large tree planting (including trees of at least 3" caliper planting size) in the front yards of the proposed lots to make a more immediate impact on the streetscape. 2. Park Dedication will be required as a part of the small -lot single family development area as approved with the prior 2nd Addition, adjusted based on current values of land area and trail construction cost. 3. Verification of buildable widths in Block 5. 4. Comments and recommendations of the City Engineer in their letter dated June 2, 2022. 5. Comments and recommendations of other staff and the Planning Commission following the public hearing. 6. Execution of an amended PUD agreement governing the remaining development in accordance with the standard requirements and the additional recommendations noted in this report. 0 CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2022-038 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF MONTICELLO RECOMMENDING APPROVAL OF AN AMENDMENT TO THE ZONING ORDINANCE ESTABLISHING THE HAVEN RIDGE 2ND ADDITION PUD DISTRICT, AND REZONING THE SUBJECT TO PROPERTY TO PUD, HAVEN RIDGE 2ND ADDITION PLANNED UNIT DEVELOPMENT WHEREAS, the applicant has submitted a request for a PUD by amending a preliminary plat approval, reducing lot sizes below the minimum R-1 zoning district requirements; and WHEREAS, the site is zoned R-1, Single Family Residential District and A -O, Agriculture -Open Space District, the former which allows single family residential development when platting according to the original PUD approval in 2020; and WHEREAS, the applicant is seeking a rezoning of the property to PUD, Planned Unit Development to accommodate the smaller lot sizes in concert with specific building and site development standards in the PUD proposal; and WHEREAS, the proposed use and development of the future residential areas as small -lot single family would be consistent with Comprehensive Plan designation as Mixed Residential for the subject area; and WHEREAS, the applicant is not changing the street configuration or traffic circulation patterns and does not require any amendments to the Environmental Assessment Worksheet; and WHEREAS, the uses will not create any unanticipated changes to the demand for public services on or around the site; and WHEREAS, the Planning Commission held a public hearing on June 7th, 2022 on the application and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the Planning Commission has considered all of the comments and the staff report, which are incorporated by reference into the resolution; and WHEREAS, the Planning Commission of the City of Monticello makes the following Findings of Fact in relation to the recommendation of approval: 1. The proposed uses are consistent with the existing and future land uses in the area in which they are located. CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2022-038 2. The proposed PUD incorporates standards of the PUD applicable to the R-1 and T -N zoning district which properly address the impacts of small lot development. 3. The impacts of the improvements are those anticipated by residential land uses and are addressed through standard review and ordinances as adopted. 4. No other changes or impacts resulting from the proposed platting or development are anticipated. NOW, THEREFORE, BE IT RESOLVED, by the Planning Commission of the City of Monticello, Minnesota, that the Planning Commission hereby recommends that the Monticello City Council approves the Zoning Ordinance and Map amendments establishing the Haven Ridge 2nd Addition PUD District. ADOPTED this 7t" day of June, 2022 by the Planning Commission of the City of Monticello, Minnesota. MONTICELLO PLANNING COMMISSION M ATTEST: Paul Konsor, Chair Angela Schumann, Community Development Director 2 CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2022-39 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF MONTICELLO RECOMMENDING RECOMENDING APPROVAL OF A PRELMINARY PLAT FOR THE HAVEN RIDGE 2ND ADDITION SINGLE FAMILY RESIDENTIAL PLANNED UNIT DEVELOPMENT WHEREAS, the applicant has submitted a request for a Preliminary Plat, amending a prior preliminary plat through PUD, reducing lot sizes below the minimum R-1 zoning district requirements; and WHEREAS, the site is zoned R-1, Single Family Residential District and A -O, Agriculture -Open Space District, the former which allows single family residential development when platting according to the original PUD approval in 2020; and WHEREAS, the proposed use and development of the future residential areas as small -lot single family would be consistent with Comprehensive Plan designation as Mixed Residential for the subject area; and WHEREAS, the applicant is seeking a rezoning of the property to PUD, Planned Unit Development to accommodate the smaller lot sizes in concert with specific building and site development standards in the PUD proposal; and WHEREAS, the applicant is not changing the street configuration or traffic circulation patterns and does not require any amendments to the Environmental Assessment Worksheet; and WHEREAS, the uses will not create any unanticipated changes to the demand for public services on or around the site; and WHEREAS, the Planning Commission held a public hearing June 7, 2022 on the application and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the Planning Commission has considered all of the comments and the staff report, which are incorporated by reference into the resolution; and WHEREAS, the Planning Commission of the City of Monticello makes the following Findings of Fact in relation to the recommendation of approval: 1. The proposed uses are consistent with the existing and future land uses in the area in which they are located. CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2022-39 2. The proposed Preliminary Plat incorporates standards of the PUD applicable to the R-1 and T -N zoning district which properly address the impacts of small lot development. 3. The impacts of the improvements are those anticipated by residential land uses and are addressed through standard review and ordinances as adopted. 4. No other changes or impacts resulting from the proposed platting or development are anticipated. NOW, THEREFORE, BE IT RESOLVED, by the Planning Commission of the City of Monticello, Minnesota, that the Planning Commission hereby recommends that the Monticello City Council approves the Development Stage PUD subject to the conditions listed in Exhibit Z of the staff report as follows: The PUD is conditioned on buildings and streetscape generally following the standards of the T -N, Traditional Neighborhood District. Those standards, at minimum shall include: a. Adherence to the City's T -N, Traditional Neighborhood zoning lot standards and setbacks, in the absence of a PUD design element addressing the other items in this list. Those standards include the following: b. 25 foot front setbacks, with 6 feet side yards and 20 feet rear yards. c. Building sizes of 1,050 finished, and 2,000 square feet finishable area. d. Garage square footage of at least 480 square feet e. Roof pitches of at least 5:12. f. Brick/Stone on front fagade equal to at least 15% of all front -facing surfaces. g. Livable portions of the home exposed to the front street no less than 40% of the width of the structure. h. Usable front porches or similar features. i. Front entry doors no greater than 6 feet farther back from the garage doors. j. Additional large tree planting (including trees of at least 3" caliper planting size) in the front yards of the proposed lots to make a more immediate impact on the streetscape. 2. Park Dedication will be required as a part of the small -lot single family development area as approved with the prior 2nd Addition, adjusted based on current values of land area and trail construction cost. 3. Verification of buildable widths in Block 5. 4. Comments and recommendations of the City Engineer in their letter dated June 2, 2022. 5. Comments and recommendations of other staff and the Planning Commission following the public hearing. 2 CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2022-39 6. Execution of an amended PUD agreement governing the remaining development in accordance with the standard requirements and the additional recommendations noted in this report. ADOPTED this 7th day of June, 2022 by the Planning Commission of the City of Monticello, Minnesota. Paul Konsor, Chair ATTEST: Angela Schumann, Community Development Director 3 CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2022-040 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF MONTICELLO RECOMMENDING RECOMENDING APPROVAL OF A DEVELOPMENT STAGE PLANNED UNIT DEVELOPMENT FOR THE HAVEN RIDGE 2"D ADDITION SINGLE FAMILY RESIDENTIAL PLANNED UNIT DEVELOPMENT WHEREAS, the applicant has submitted a request for a PUD by amending a preliminary plat approval, reducing lot sizes below the minimum R-1 zoning district requirements; and WHEREAS, the site is zoned R-1, Single Family Residential District and A -O, Agriculture -Open Space District, the former which allows single family residential development when platting according to the original PUD approval in 2020; and WHEREAS, the proposed use and development of the future residential areas as small -lot single family would be consistent with Comprehensive Plan designation as Mixed Residential for the subject area; and WHEREAS, the applicant is seeking a rezoning of the property to PUD, Planned Unit Development to accommodate the smaller lot sizes in concert with specific building and site development standards in the PUD proposal; and WHEREAS, the applicant is not changing the street configuration or traffic circulation patterns and does not require any amendments to the Environmental Assessment Worksheet; and WHEREAS, the uses will not create any unanticipated changes to the demand for public services on or around the site; and WHEREAS, the Planning Commission held a public hearing June 7, 2022 on the application and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the Planning Commission has considered all of the comments and the staff report, which are incorporated by reference into the resolution; and WHEREAS, the Planning Commission of the City of Monticello makes the following Findings of Fact in relation to the recommendation of approval: 1. The proposed uses are consistent with the existing and future land uses in the area in which they are located. 2. The proposed PUD incorporates standards of the PUD applicable to the R-1 and T -N zoning district which properly address the impacts of small lot development. CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2022-040 3. The impacts of the improvements are those anticipated by residential land uses and are addressed through standard review and ordinances as adopted. 4. No other changes or impacts resulting from the proposed platting or development are anticipated. NOW, THEREFORE, BE IT RESOLVED, by the Planning Commission of the City of Monticello, Minnesota, that the Planning Commission hereby recommends that the Monticello City Council approves the Development Stage PUD subject to the conditions listed in Exhibit Z of the staff report as follows: 1. The PUD is conditioned on buildings and streetscape generally following the standards of the T -N, Traditional Neighborhood District. Those standards, at minimum shall include: a. Adherence to the City's T -N, Traditional Neighborhood zoning lot standards and setbacks, in the absence of a PUD design element addressing the other items in this list. Those standards include the following: b. 25 foot front setbacks, with 6 feet side yards and 20 feet rear yards. c. Building sizes of 1,050 finished, and 2,000 square feet finishable area. d. Garage square footage of at least 480 square feet e. Roof pitches of at least 5:12. f. Brick/Stone on front facade equal to at least 15% of all front - facing surfaces. g. Livable portions of the home exposed to the front street no less than 40% of the width of the structure. h. Usable front porches or similar features. i. Front entry doors no greater than 6 feet farther back from the garage doors. j. Additional large tree planting (including trees of at least 3" caliper planting size) in the front yards of the proposed lots to make a more immediate impact on the streetscape. 2 CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2022-040 2. Park Dedication will be required as a part of the small -lot single family development area as approved with the prior 2nd Addition, adjusted based on current values of land area and trail construction cost. 3. Verification of buildable widths in Block 5. 4. Comments and recommendations of the City Engineer in their letter dated June 2, 2022. 5. Comments and recommendations of other staff and the Planning Commission following the public hearing. 6. Execution of an amended PUD agreement governing the remaining development in accordance with the standard requirements and the additional recommendations noted in this report. ADOPTED this 7th day of June, 2022 by the Planning Commission of the City of Monticello, Minnesota. MONTICELLO PLANNING COMMISSION A ATTEST: Paul Konsor, Chair Angela Schumann, Community Development Director 3 ORDINANCE NO. CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA AN ORDINANCE AMENDING TITLE 10 OF THE MONTICELLO CITY CODE, KNOWN AS THE ZONING ORDINANCE, BY ESTABLISHING THE HAVEN RIDGE PUD AS A ZONING DISTRICT IN THE CITY OF MONTICELLO, AND REZONING THE FOLLOWING PROPERTY FROM R-1, SINGLE FAMIL RESIDENTIAL DISTRICT TO PUD, HAVEN RIDGE 2ND ADDITION, PLANNED UNIT DEVELOPMENT DISTRICT: HAVEN RIDGE 2ND ADDITION THE CITY COUNCIL OF THE CITY OF MONTICELLO HEREBY ORDAINS: Section 1. Section 2.4(P) — Planned Unit Developments, Title 10 — Zoning Ordinance is hereby amended by adding the following: (_xx_) Haven Ridge 2nd Addition PUD District (a) Purpose. The purpose of the Haven Ridge 2nd Addition PUD District is to provide for the development of certain real estate subject to the District for single family residential land uses. (b) Permitted Uses. Permitted principal uses in the Haven Ridge 2nd Addition PUD District shall be single family residential uses as found in the R-1, Single Family Residential District of the Monticello Zoning Ordinance, subject to the approved Final Stage Development Plans dated , and development agreement dated , 2022, as may be amended. The introduction of any other use from any district shall be reviewed under the requirements of the Monticello Zoning Ordinance, Chapter 2, Section (0) — Planned Unit Developments for Development Stage PUD and Final Stage PUD. (c) Accessory Uses. Accessory uses shall be those commonly accessory and incidental to single family residential uses, as specifically identified by the approved final stage PUD plans. (d) District Performance Standards. Performance standards for the development of any lot in the Haven Ridge 2nd Addition PUD District shall adhere to the approved final stage PUD plans and development agreement. Specific to the single family dwellings in the District, the following requirements shall apply: a. Adherence to the City's T -N, Traditional Neighborhood zoning ORDINANCE NO. lot standards and setbacks, in the absence of a PUD design element addressing the other items in this section. Those standards include the following: b. 25 foot front setbacks, with 6 feet side yards and 20 feet rear yards. c. Building sizes of 1,050 finished, and 2,000 square feet finishable area. d. Garage square footage of at least 480 square feet e. Roof pitches of at least 5:12. f. Brick/Stone on front facade equal to at least 15% of all front - facing surfaces. g. Livable portions of the home exposed to the front street no less than 40% of the width of the structure. h. Usable front porches or similar features. i. Front entry doors or full=width covered front porches no more than 6 feet farther back from the street than the garage doors. j. Additional large tree planting (including trees of at least 3" caliper planting size) in the front yards of the proposed lots to make a more immediate impact on the streetscape. (e) In such case where any proposed improvement is not addressed by the final stage PUD, then the regulations of the R-1, Single Family Residential District shall apply. (f) Amendments. Where changes to the PUD are proposed in the manner of use, density, site plan, development layout, building size, mass, or coverage, or any other change, the proposer shall apply for an amendment to the PUD under the terms of the Monticello Zoning Ordinance, Section 2.4 (P)(10). The City may require that substantial changes in overall use of the PUD property be processed as a new project, including a zoning district amendment. Section 2. The zoning map of the City of Monticello is hereby amended to rezone the following described parcels from R-1, Single Family Residential District to PUD, Haven Ridge 2nd Addition Planned Unit Development District: Haven Ridge 2nd Addition Section 3. The City Clerk is hereby directed to mark the official zoning map to reflect this ordinance. The map shall not be republished at this time. Section 4. The City Clerk is hereby directed to make the changes required by this Ordinance as part of the Official Monticello City Code, Title 10, Zoning Ordinance, and to renumber the tables and chapters accordingly as necessary to provide the intended effect of this Ordinance. The City Clerk is further directed to make necessary corrections to any internal citations that result from said renumbering process, provided that such changes retain the purpose and intent of the Zoning Ordinance as has been adopted. 2 ORDINANCE NO. Section 5. This Ordinance shall take effect and be in full force from and after its passage and publication. The ordinance in its entirety and map shall be posted on the City website after publication. Copies of the complete Ordinance and map are available online and at Monticello City Hall for examination upon request. ADOPTED BYthe Monticello City Council this day of , 2022 Lloyd Hilgart, Mayor ATTEST: Rachel Leonard, Administrator AYES: NAYS: Consideration of Rezoning to PUD, Dev. Stage PUD, Preliminary and Final Plat of Haven Ridge for Replat of Haven Ridge 2nd Addition Created by: City of Monticello HAVE -R I D G E_ Site Data for Haven Ridge Monticello MN Applicant: Haven Ridge L.L.C. 100 South 5th Street Suite 1900 Minneapolis, MN 55402 952-687-9590 Property Numbers: Parcel ID - 155259000020 Parcel ID - 155259000040 Parcel ID - 155259000050 Parcel ID - 155259000030 Narrative: Haven Ridge L.L.C. is proposing to increase the density of phase 2 from 47 single family lots to 59 lots. This would take the lot widths from 80 ft wide lots with a 7.5 ft setback to 62 ft wide with a 6 ft setback which would leave a 50 ft wide building pad unchanged from the first phase. We will be grading the lots to be both look out and walk out lots. The builders will have the option to either do a Split entry look out or a 2 story look out on the lookout lots. The previous plan was to do all 2 stories but have decided it would be better if builders had an option to do splits as well. Given the ever -shifting market conditions the lot variability will create a nice option for the new homeowners to decide what suits their family best. After reexamining the numbers, we realized the original 47 lot plat is just not economically feasible because the power lines will need to be raised because the plan calls for a road to be built underneath the current power lines. The easement agreement says that if there is a hard surface going under the power lines we need 5 to 7 ft of clearance which is fine but after we add the road we are too close to the power lines and have to raise them according to the power companies regulations. The wetland impact will be 1.3595 credits and will cost $174,856.17 to replace. The extra density will help offset some of the extra costs and will make phase 2 a viable project. We do not have much flexibility in the proposed plat because of the powerline costs and wetland credits. This plat was originally proposed almost 5 years ago, a lot has changed in the market since then. The wider lots are really becoming antiquated as prices for supplies and labor costs have risen. 100 South 5th Street Suite 1900 Minneapolis MN 55402 1 1-952-687-9590 1 mareschulte911@gmail.com HAVE -R I D G E - We look forward to working with the city of Monticello to develop a great community and continuing the progress of the Haven Ridge Development. Regards, Marc Schulte Chief Operations Manager 952-687-9590 100 South 5th Street Suite 1900 Minneapolis MN 55402 1 1-952-687-9590 1 mareschulte911@gmail.com HAVEN RIDGE MONTICELLO, MINNESOTA MiSySSinai Ril'fR N s1 as1R sT. rvE o sT. rvi: Y SITE VICINITY MAP NOT TO SCALE 0 150 300 600 (IN FEET) BENCHMARKS 1. Minnesota Department of Transportation Geodetic GSID Station No. 93813 (MnDot Name Golf). ELEVATION = 974.53 FT. 2. Minnesota Department of Transportation Geodetic GSID Station No. 93803 (MoDOt Name 8605 S) ELEVATION = 966.55 FT. ®' ..... ! "2122 I SHEET INDEX a21 2c 1. COVER is is 2. OVERALL BOUNDARY is a 3. EXISTING CONDITIONS INDEX a Is Is 4-7. EXISTING CONDITIONS CALL BEFORE YOU DIG 17'12 11 ,j 8. PRELIMINARY PLAT INDEX 9-18. PRELIMINARY PLAT 19-20. REMOVALS PLAN 21-24. PRELIMINARY SITE & UTILITY PLAN below. ------- i �• 1-- ------- -- - 25 GRADING INDEX Know what's Call - oaT[oT [ ; - - --- -- -------------------------------------- -- -� - - - - - - - - - - - - - -- - --- --- 26-38. PRELIMINARY GRADING & before you di Y 5• - - - - - - - — - - - - - - - - - ! EROSION CONTROL PLANS i- 39-41. DETAILS The sabsarface atirty mfarmation shown an this plan is atiety / ' T1 -T8. TREE PRESERVATION PLAN Quality Level D. This quality level w s tl.t.m-d according to the gaidalmes of Cl/ASCE 38-02, entitled "Standard Guideline L1 -L8. LANDSCAPE PLAN for the Collection and Depiction of Existing Subsurface Utility Data." Carl yiron san[rcioge rrvervo, Revisions 5/6/22 Rev to for III 3,III DENALI INVESTMENTS i ♦ $Uite 100 1 hereby certify that this plan, specification Print Name: Man ]. KrystoFlak, P.E. Drawn: KRO 1. 9/13/19 Per City Comments 1 su mental Blaine, MN 55449 or report was prepared by me or under my 2. 1/9/20 Per City Comments HAVEN RIDGE I • (:engineering IFaone:'(763)489^7900 Idirec[supervisionandthatlamaduly Signature:_E IDesignetl:eJK I3. ]/22/20 PerCltyComments I 1313HilwindRoad I I COVER Gf I rveying Fax: 763 489-7959 LicenSedProfes5ionalEngineerunder 4.9/10/20 PerCltyComments Monticello, Minnesota I� ( a ) the laws of the State of Minnesota Data: 4/5/19 License #: 25063 Date: 4/5/19 5. 3/08/21 Per 2ntl atltl. & Ph. 2 g.ding Fridley, MN 55432 / 41 Northwest c of Section North line of the Northwest Quarter of North line of the Northeast Quarter orner -theNorthwest Quarterf section o 24 -of the Northwest Quarter f Section 24, Township 121, Range 25 _\70wnship 121, Range 25 1 24, Township 121, Range 25------------- uwsx co�,rtcw, __—__—_ -----'7N-- C�----7--T7,7ecw,,,ry c"•e � u�„mM,°�r�/ 3v L V T �V IV -- 2 4 --- North Quarter co of Section -% / \� � Detail C E /s r 1 /'1 /i4♦ = I 24, Township 121, Range 25 NOT TO SCALE v DA ND R 8 UDY NE SON 5. L V I I V I V L •C', %0:217-100-212201 OWNER: \ / I 1 �x I,JIm� o I I DAND R A JUOY NELSON �1 I QY - N48,j815W' PID: 213 -foo -242202 oC J,l� , I '/, hI V '�� 1 r W I II AIVIIrArI j\%\K\ \\S\\F\\�l\�•fO�CJLI r1� DSiv11t;. e�M OF o 0- 0 iARNOLD P102J0ldt ePO \ 11 \ I _85TH I I i 33�:/02O� I u ;/A vel I `\ \\1 STREETINE ?o 'V� / Y AI A��t��tTTTTTT�(Ll A��(LJ.M1� (Centerline of 85th Street NE as- \ I IY01'Y,(IA11YJ �� described in Monticello Town \ \( 7= -SHANNON L BYE P Far r\ , %0:213-100-212]00 \\ N Road Ma Doc. No. 390488 \ oM / "IRI I ----------- �-`I------------- oN / — / I �� \ \ fT /9 IA/ AI a. 11 1 7 \ N /�\ 'I 1 I V lir /v �` fl 1 1 IL /1 I C A T c C A I 1J I_1 -1I / 50 I See! M W \ I IfG Ji IvNI ���, Detail A N89°22'37"E h510" •I T� s(j M �;, aim -414.90 NZO°g6 / �oNvo_iy: GB.'23°20g53 Al Arl� Y n � V i �.R�95 r Iry I+lir I_ West line of the of See Detail B- I I ' Section 24, Township ly If Y 1t, OWNER: 121, Range 25 AV rrl \ \ /w�i ` V BARBARA J O'N""' I — — — — — — — q �-� wD:211-foo-z4zsoo c /A OF PAROL 1 OWNER: \ _ -'� I MEGAN A WARFlEID-KIMBALL _' Southwesterly right of way line -f �- f JI_JI-VIII I err of 85th Street NE per I 11` %0:213-100-242302 Monticello Town RDatl Map °V I Document No. 390488 ( 11 3 I I + I South line of the �jLw C.B.=S33°12'04"E sad Ea.emmf r Naaee __ I k- Northwest Quarter f y� C.L.=169.80 - R°ae Nap 0°cument N. 3911488'"' T n I A/ A I 1 1 1 J 1 7 7 s= M°oma Mr rv°O°J� 1 Southwest Corner of the 121 t'Range 25 wnship m_ R=48°02'57" 1 1 v lir I v ` I r1 1 I L 1, „ ° uarter o '' R= 48'02'STREET NE-, °0 39 E J 1 N89 6 9 _ own 121, _ _+85TH - --- ---- 2622.77 —-- p ------_ --------------------- ---— — — — — ---- -- = = = == =--at,a�Ia Tawa RNap D«am , Northwest o / I 3 I ` ' Section 24, T shi 589%0'07"W LJ- J I '� X�t74.s8 � 1',� �r � ' Range 25 1]73.52 m_s rnw 1 - - - - - T ? 447.97 r(---------------- f- --- - --------_- Detail A NOT TO SCALE %0.213-100-25(101 Quarter of the ion 2 asts A•1 �' Northeast liner of the � Quarter o/ Section 26, L �� til Imo^ � T� � r/4 � �W � ✓4 Southeast Quarter o/ the WWI Township 121, Range 25 Oj �'� I IIri N Center line of Eisele Avenue NE as I` -Southeast Quarter of ?4� n -described in Monticello Town Road I Section 23, Township 121, .T I XJ 4WD // aWe�P PM1P'Q p4J A �Q �`y /Yid/ I IMr OMa�per Document No. 390488 Range 25 T 4' - �•'��' South one of the North Half of ✓ n�llrof /1 al¢ypr`V.� 1 4 $Q ,111 �6 the thease Qua Quart Section e26. 79TH lir 1v r (/ 1 48• 329.55: 'Nor 1 1 t t3 m i l Township 121, Range 25 STREET AI J E1 I 1 453,p6"W N00%T46"W � � m �-- � —We — — — /tAl IV S 4 srNE t line of the North-' ------------- - n lirQ` half of the Northeast nt 36.56 T Midpoint on the West line of --'f III Quarter of the Northeast �-T' the Northwest Quarter of the Quarter of section 26, I I S89°01'35"W Northeast Quarter of Section m 1� Township 121, Range 25 — 26, Township 121, Range 25 A•1 owNl=R: 13 ✓2 OF 7}E AE ✓4 OF 111E NE f/4 JANE C CORNEIIUS I OWNER: %0.213-100-281201 ' East line of the Northwest JANE C CORNEUDS ane V ,� -Quarter of the Northeast %0:213-100-251100 Southeast c of the Northwest Quarter of Section 26, r I -T I Quarter of the Northeast Quarter of- I township 121, Range 25 '7 5 Section 26, Township 121, Range 25 — — — orner R d w vmeat No. 3swae - 1 ✓ Southwest c of the Northwest_ Quarter of the Northeast Quarter of--'� m E. .x11 Section 26, Township 121, Range 25 I ELEVATION - 966.55 FT. LEGEND SAL Abp 1) fie field work for this survey was completed on June 27Ih, 2017 - Denotes Found Judicial Land Mark, as noted 2) Bearings shown ore based on the West line of the Northwest Ouarter of the Northwest Cuorter of Section 24, 0 - Denotes Set PK Nail Township 121, Range 25, Wright County, Minnesota, which le assumed fo bear S02 -06'16"W O - Denotes Wright County Monument, as noted 3) Above ground utilities have been field located as shown. All underground locations shown hereon are APPROXIMATE. Prior to any excavations or digg0g, contact Gopher State One Call for - on-site 1-oun • - Denotes Found Iron Monument (651-454-0002). 4) Wetlands were delineated by Kjolhaug Environmental Services, 1- N 5) Proposed pipeline easement shown hereon is a confinement of the ex,stln9 undefined pipeline easements per Doc. No. 165685, Book L of Assignments, page 185. Doc, No. 483099, Doc. No. 809104, and Doc. No. 847833. Said proposed p,pelin, easement and has not been recorded yet. 6) Easement in favor of Northern States Power Company dated December 7 1951, filed April 22, 1952 in Book 10 of M,sc., page 44 as Doc. No. 186039 is undefined and will need further confinement. ]) Easement in favor of Northern States Power Company dated June 7 1952, filed June 12, 1952 in Book 9 of Misc., page 624 as Doc. No. 186537 is undefined and will need further confinement. 0 175 350 ally tl(iry• W `-Southeast Quarter of Section 23. I I I Quarter of Secf On 23,V Township I u o°O „1N It, I� 3 SEAN T A JODY L MOWRY / Reviaian,: .af z Township 121, Range 25 I I 121, Range 25 S N v /` Callng %0:213-100-213102 I follows: or report Was prepared by me or under my direct supervision and that) amaduly �— ISSUE DATE: 4/5/19 r� Mo^twyg0a9a t K g e r I OWNER: Commencing al the Northwest carneliQuarter of said North— of Section 24; thence South 00 degrees 07 micutes 45 seconds Wesl, assuming the Wesl line of said Northwest Quarter bears South 02 degrees 06 minutes 16 •engineering • SUNeying L 1 I JLM Found 10.58 feet northeasterly of the ou thwesterly 66.00 foot Way line \ ands West. 408.28 feet to the enterline of 85th Street NE as tlescribetl in Monticello Town Road Ma 1 glt 11per 1.qg<' 1 Docuen t Na. 390488 OWN.: Z e� j t N o 1 1/2 Inch Rebar found--- ound--11.99 �� 11.99feet South of JLM 1 \\\ \\ 0 W / < .- o00 \ / www carlso �� �� �� �� 011 \ / \ 1 / (n ` / \ said centerline of 850h Street NE, 1302.04 feet: thence South 00 degrees 00 m mutes 03 se ontls East. 468.91 2 of ry z O �,1,1 �<'°" I 1 /K Line parallel with the South lin AIC / I -o/ the Northeast Quarter of the u' 00 3 IVL r I South lin of the North 854.06 feet a -of the Northwest QRuo^ter Section // T\e} D \ \ feet, re or less, to the intersection with the westerly extension of the South line Nying westerly of said centerline 1 85mo5treet NE of the parttl tlescribetl in Certificate of Tt1e No. 6386 D; th 89 degrees 22 minutes 37 East, South line 854he Street NE me tlescribetl in %0.213-100-25(101 Quarter of the ion 2 asts A•1 �' Northeast liner of the � Quarter o/ Section 26, L �� til Imo^ � T� � r/4 � �W � ✓4 Southeast Quarter o/ the WWI Township 121, Range 25 Oj �'� I IIri N Center line of Eisele Avenue NE as I` -Southeast Quarter of ?4� n -described in Monticello Town Road I Section 23, Township 121, .T I XJ 4WD // aWe�P PM1P'Q p4J A �Q �`y /Yid/ I IMr OMa�per Document No. 390488 Range 25 T 4' - �•'��' South one of the North Half of ✓ n�llrof /1 al¢ypr`V.� 1 4 $Q ,111 �6 the thease Qua Quart Section e26. 79TH lir 1v r (/ 1 48• 329.55: 'Nor 1 1 t t3 m i l Township 121, Range 25 STREET AI J E1 I 1 453,p6"W N00%T46"W � � m �-- � —We — — — /tAl IV S 4 srNE t line of the North-' ------------- - n lirQ` half of the Northeast nt 36.56 T Midpoint on the West line of --'f III Quarter of the Northeast �-T' the Northwest Quarter of the Quarter of section 26, I I S89°01'35"W Northeast Quarter of Section m 1� Township 121, Range 25 — 26, Township 121, Range 25 A•1 owNl=R: 13 ✓2 OF 7}E AE ✓4 OF 111E NE f/4 JANE C CORNEIIUS I OWNER: %0.213-100-281201 ' East line of the Northwest JANE C CORNEUDS ane V ,� -Quarter of the Northeast %0:213-100-251100 Southeast c of the Northwest Quarter of Section 26, r I -T I Quarter of the Northeast Quarter of- I township 121, Range 25 '7 5 Section 26, Township 121, Range 25 — — — orner R d w vmeat No. 3swae - 1 ✓ Southwest c of the Northwest_ Quarter of the Northeast Quarter of--'� m E. .x11 Section 26, Township 121, Range 25 I ELEVATION - 966.55 FT. LEGEND SAL Abp 1) fie field work for this survey was completed on June 27Ih, 2017 - Denotes Found Judicial Land Mark, as noted 2) Bearings shown ore based on the West line of the Northwest Ouarter of the Northwest Cuorter of Section 24, 0 - Denotes Set PK Nail Township 121, Range 25, Wright County, Minnesota, which le assumed fo bear S02 -06'16"W O - Denotes Wright County Monument, as noted 3) Above ground utilities have been field located as shown. All underground locations shown hereon are APPROXIMATE. Prior to any excavations or digg0g, contact Gopher State One Call for - on-site 1-oun • - Denotes Found Iron Monument (651-454-0002). 4) Wetlands were delineated by Kjolhaug Environmental Services, 1- N 5) Proposed pipeline easement shown hereon is a confinement of the ex,stln9 undefined pipeline easements per Doc. No. 165685, Book L of Assignments, page 185. Doc, No. 483099, Doc. No. 809104, and Doc. No. 847833. Said proposed p,pelin, easement and has not been recorded yet. 6) Easement in favor of Northern States Power Company dated December 7 1951, filed April 22, 1952 in Book 10 of M,sc., page 44 as Doc. No. 186039 is undefined and will need further confinement. ]) Easement in favor of Northern States Power Company dated June 7 1952, filed June 12, 1952 in Book 9 of Misc., page 624 as Doc. No. 186537 is undefined and will need further confinement. 0 175 350 ally tl(iry• W `-Southeast Quarter of Section 23. I I I Quarter of Secf On 23,V Township I u o°O „1N It, I� 3 SEAN T A JODY L MOWRY Ihereby certlfythat this plan, specification Print Name: Thomas R.Balluff,LB. That part of the Northwest Quarter of Sect! -24, T. -hp 121. Range 25. Wright County, Minnesota, tlescribetl as Reviaian,: .af z Township 121, Range 25 I I 121, Range 25 S N v /` Callng %0:213-100-213102 I follows: or report Was prepared by me or under my direct supervision and that) amaduly �— ISSUE DATE: 4/5/19 Mo^twyg0a9a t K g Ill "�\ I OWNER: Commencing al the Northwest carneliQuarter of said North— of Section 24; thence South 00 degrees 07 micutes 45 seconds Wesl, assuming the Wesl line of said Northwest Quarter bears South 02 degrees 06 minutes 16 •engineering • SUNeying L `r I I I Nu .A1 I g �f LOREN 1 0•BRIEN ands West. 408.28 feet to the enterline of 85th Street NE as tlescribetl in Monticello Town Road Ma OVERALL BOUNDARY OWN.: Z e� j t N o RoaO Map"1b"t,^°"t Doou )'r�RpO d �� K _ 5V I d t �� N N \ ��_ PID:21}foo-241101 pocumenI No. 390488; thence Norm is degrees 18 minutes 15 seconds Wesl, along the northwesterly extension of s id centerline of B5lh Street NE, 18.26 feet to the West line of said Northwest Quarter, and the point of beginning of the parcel to be described; thence South 48 degrees 18 mnutes 15 secontls East, along said norlflweslerly I ,IEROfD A UNTIEDi REV (RUST < .- }Il: L 1 - _ www carlso �� �� �� �� extension of 85th Street NE, 18.26 feet; thence continuing South 48 degrees 18 minutes 15 seconds East, along PID:213-100-233100 J I (n ` / \ said centerline of 850h Street NE, 1302.04 feet: thence South 00 degrees 00 m mutes 03 se ontls East. 468.91 2 of ry z O �,1,1 �<'°" I 1 /K Line parallel with the South lin AIC / I -o/ the Northeast Quarter of the u' 00 3 IVL r I South lin of the North 854.06 feet a -of the Northwest QRuo^ter Section // T\e} D \ \ feet, re or less, to the intersection with the westerly extension of the South line Nying westerly of said centerline 1 85mo5treet NE of the parttl tlescribetl in Certificate of Tt1e No. 6386 D; th 89 degrees 22 minutes 37 East, South line 854he Street NE me tlescribetl in (� 3 c Southeast Quarter o/ Section 23, 1 Township 121, Range 25 124 Townshi 121 P9 P 9a �• (,7 / Detail 1 LJ / a17 \ \ seconds olon said ester) of said centerline of of 9 Ang w y pane Certifcate of Title No. 6386.0 and its westerly exfens on, 414.90 feet to the southwesterly right of way line of 85th I � SON '— o / NOT TO SCALE Street NE as described in saitl Mo,uoello Town Rood M p Document No. 390488; thence southeasterly antl Ime Bs�eso-eet NE to me spam Ime Norawest Qaarler: wnI ° `o I Q I $69°04'19"W 982.84 Ns II I , 1326.63 / ,,,UUULLL \ \ soumedw alon9 sold soathwesterly right of way or or sale thence South 89 degrees minutes 07 sero ds West, along said South line of the Northwest Quarter, 1773.52 feet •-Ory W� I ER' l 0=05°10'11" OWN Im o241 569°10'07"W =,)jN / \ rtor to the Southwest c n of said Northwest Quarter. thence North 02 degrees 06 minutes 16 sec - East, along the West line of-idNorth—Quarter, 2239.29 feet to the point of beginning. }903 ,'R=3387.50 RtKtoa' M Vj, I N e as / \ tic ; -c W ° I Y 305.65 oI"�rro 21 I 02. 3 / W M� j AND $ �/ zNI;- 3v°, 18 e N s23�c ]] f� aee ]n3z31zdp a South line of the Northeast Quarter I I 0 }� / �� west une of ne parcel \ --described in Certificate I The North 854.06 feet of the West half of the Southwest Quarter of Section 24. Township 121. Range 25. Wright County, Minnesota. -of the Southeast Quarter of Section .,0^ `u I•, I �� �r0 , of Title No. 6386.0 23, Township 121, Range 25 I li PARCEL 2 r W I DO x_1.17 1 The west half of the Southeast Ouarter of Section 23, Township 121, Range 25, Wright County, Mmnesoto. I PARCEL I2 h ' w-z,o / AND I I "eE mea, I ''the P.110 c�� o.d(� p I '''yy I� West Right o/ Way line of o o, Mq 1� --Eisele Avenue N Per I r i I (� \ Wester) extension of the / • 1 li --South line the That t of the Northeast Quarter of the Southeast Quarter of Section 23, Townshi 121, Ran 25, Wight Count par P 9eY. Minnesota. IAnq northerly and westerly of the following tlescribetl line OWNER: / Na I ].32312) N Monticello Town Road Map l �p (� \ of parcel / described in Certificate South line of the JEROID A UNTEDT REV MUST I .�N Z Document No. 390488 1 / I 2 \ parcel o/ Title No. 6386.0 _described in Certi/icate / Commentlng at the Soatheast c of sold Northeast Quarter of the Southeast Quarter, thence northerly, along orner I %0:213-100-2J4-5 / rn / OWNER: I \ / of Title Na. 6386.0 / the East line of saitl Nor h -t Quarter of the Southeast Quarter, 437.36 feet to the Point of beginning of the line to be described; thence westerly, with the south line of said Northeast Quarter of the Southeast Quarter, to / c .s mo I �--- SV Z T}ly I t _ 1 MARK J NOLKER %0:21.1-100-2'13]00 I \ I / 1 5.22 _- / parallel me telly right of way fine of Eisele Avenue NE. as tlescribetl in Monticello Town Road Map per Document N I I Ci I I 1 W A 3J� i �, � C•f \ \\ _ / 414.90. -+ 390488; thence souther) elan said wester) y, g y right of way Zine of Eisele Avenue NE, to the South line of Saida Northeast Quarter of me Southeast Quarter and said line mere terminaling. v` / v� / N89°22'37=E — — — — — — — — — — — — �/// OWNER: NANCY C FRIESEN REV (RUST--_ / Docu rv° m'nt°eo. 1.i.3D5nW v d Per o° an 9 m d ]32312 -7I _ S v o ; ISE: 2 i/ ownere: �7 MARK J NOLKER I ry I PID:2/J-100-234100 I " ° ° x (,� __ _ AND That part of the Southeast Quarter of the Southeast Quarter of Section 23, Township 121, Range 25, Wright County, Minnesota, IAn West of the wesled oad g y right of way line of Eisele Avenue NE, as described in Monticello Town R- 1 P PID:z1J-100-213401 South line of the West - Hall the saaion 30618 -I 1 I O o u �� BENCHMARKS Map per Document No. 390488. PARCEL .I OWNER: D.S L STOKES--- / %0:113-100-2JJ40o `L of 2.3,__. Qu Or ter of Section 23, `I Township 121, Range 25 I • Qy W -JN \ I o \ w QIP I P 1-, w That t of I4,e Nort4,west Quarter of the Northeast Ouarler of Section 2fi, Townshi 121, Ran 25, Might Count Par P oe 9 y Minnesota IAnq northerly of a lin tlrawn southwesterly from a pointooe the East line of saitl North.- Quarter of South line of the OWNER: ^IN JANE C COR2E 0 P10:21.ffOt1-234900 VI. 1. Minnesota Department of Transportation Geodetic GSID Station No. 93813 (MnDot the Northeast Quarter distant 990.00 feet north of the southeast c r of said Northwest Quarter of the Northeast Quarter to the midpoint of lne West line of said Northwest nQuarter of the Northeast Quarter and said Northwest corner of the Southeast Quarter of the-�\I I Name Gal line there terminating. OWNER: GARY A A LESIA A CERZEMA--� / %0:213-100-273402 `�\� Northwest Quarter of the I Southeast Quarter of No, quarter of Section 23, Township 121,E 1190 A A / /` I 2 (\ /-1 I V \7 L I \ ELEVATION = 974.53 FT. AND + \_ — `�'r I Ra=geSecn256, Township 121- 25 West lin f the North t _ -_---� I -S 9°01 58 W ,IµE C CORNELIUS NRE°o a � 1� 3 _ _ _ VICINITY MAP 2 Geodetic innto Departmentof Transportation No. 93803 (MnDot ID m N 8605 9> o the Northeast Quarler f the Northeast Quarter f Sectio 25. per Co.ntntl it-ot,. iirg West of the ttnterlaine of Eisele Avenue NE, as tlescr� 261n Townthip 121, Range bed ManDaella Town Road %0.213-100-25(101 Quarter of the ion 2 asts A•1 �' Northeast liner of the � Quarter o/ Section 26, L �� til Imo^ � T� � r/4 � �W � ✓4 Southeast Quarter o/ the WWI Township 121, Range 25 Oj �'� I IIri N Center line of Eisele Avenue NE as I` -Southeast Quarter of ?4� n -described in Monticello Town Road I Section 23, Township 121, .T I XJ 4WD // aWe�P PM1P'Q p4J A �Q �`y /Yid/ I IMr OMa�per Document No. 390488 Range 25 T 4' - �•'��' South one of the North Half of ✓ n�llrof /1 al¢ypr`V.� 1 4 $Q ,111 �6 the thease Qua Quart Section e26. 79TH lir 1v r (/ 1 48• 329.55: 'Nor 1 1 t t3 m i l Township 121, Range 25 STREET AI J E1 I 1 453,p6"W N00%T46"W � � m �-- � —We — — — /tAl IV S 4 srNE t line of the North-' ------------- - n lirQ` half of the Northeast nt 36.56 T Midpoint on the West line of --'f III Quarter of the Northeast �-T' the Northwest Quarter of the Quarter of section 26, I I S89°01'35"W Northeast Quarter of Section m 1� Township 121, Range 25 — 26, Township 121, Range 25 A•1 owNl=R: 13 ✓2 OF 7}E AE ✓4 OF 111E NE f/4 JANE C CORNEIIUS I OWNER: %0.213-100-281201 ' East line of the Northwest JANE C CORNEUDS ane V ,� -Quarter of the Northeast %0:213-100-251100 Southeast c of the Northwest Quarter of Section 26, r I -T I Quarter of the Northeast Quarter of- I township 121, Range 25 '7 5 Section 26, Township 121, Range 25 — — — orner R d w vmeat No. 3swae - 1 ✓ Southwest c of the Northwest_ Quarter of the Northeast Quarter of--'� m E. .x11 Section 26, Township 121, Range 25 I ELEVATION - 966.55 FT. LEGEND SAL Abp 1) fie field work for this survey was completed on June 27Ih, 2017 - Denotes Found Judicial Land Mark, as noted 2) Bearings shown ore based on the West line of the Northwest Ouarter of the Northwest Cuorter of Section 24, 0 - Denotes Set PK Nail Township 121, Range 25, Wright County, Minnesota, which le assumed fo bear S02 -06'16"W O - Denotes Wright County Monument, as noted 3) Above ground utilities have been field located as shown. All underground locations shown hereon are APPROXIMATE. Prior to any excavations or digg0g, contact Gopher State One Call for - on-site 1-oun • - Denotes Found Iron Monument (651-454-0002). 4) Wetlands were delineated by Kjolhaug Environmental Services, 1- N 5) Proposed pipeline easement shown hereon is a confinement of the ex,stln9 undefined pipeline easements per Doc. No. 165685, Book L of Assignments, page 185. Doc, No. 483099, Doc. No. 809104, and Doc. No. 847833. Said proposed p,pelin, easement and has not been recorded yet. 6) Easement in favor of Northern States Power Company dated December 7 1951, filed April 22, 1952 in Book 10 of M,sc., page 44 as Doc. No. 186039 is undefined and will need further confinement. ]) Easement in favor of Northern States Power Company dated June 7 1952, filed June 12, 1952 in Book 9 of Misc., page 624 as Doc. No. 186537 is undefined and will need further confinement. 0 175 350 1 11 _ ( SCALE IN FEET ) / 3890 pheasant Ridge Drive Suite loo NE, Ihereby certlfythat this plan, specification Print Name: Thomas R.Balluff,LB. DRAWN BY: bjs Reviaian,: MONTICELLO PROPERTIES /` Callng •environmental Blaine, MN 55449 or report Was prepared by me or under my direct supervision and that) amaduly //y�j /l,p� Signature: Ar%A'nrsY/ ISSUE DATE: 4/5/19 HAVEN RIDGE McCain" •engineering • SUNeying phone: (763)489-7900 ensedLandSurve der 7308 Aspen Lane, Suite 114 P Monticello, Minnesota OVERALL BOUNDARY of Fax (763) 489-7959 the laws of the State of Minnesota Date: 4/5/19 License #: 40361 FILE NO: 1649 Brooklyn Park, MN, 55428 4 www carlso I I I v \ I •4 1,p I I � r f � III I I J ; "", L C �1♦v +J i' tai \\ Tfi vn ' ..I -� / /A\ t/C I 1 nIC Ir r V1 I �lw "r \rer MONTICELLO TO WNSHIP it U Y I III Z ` -85TH URBAN RESERVE � z &Z 1/4��r �I I 1 I) > \ j\ STREETkE UN'R.ATTED I IIIA' I \ / ^ p !� I 1 II A11 1 ll1,lYJ �'•(1� \ i` (1 /\� I1\\�I n�illiVVi. TVRni. Cz' ea — / CC ®a I I\y 1 l I VIII \\ I 1 I V rr Iv .: F7 1 P C A LJ i 1 IL It III I I I I i L11J IIIAII Sm¢rmsa"1 r "r nv Ili Ir - I vrr i/ •rLL tp I I III � n�11 �Az./ p �G I I CITY OF MONTICELLO — -- — — — t� A I m'enNn n4.. ar RI RESIDENTIAL DISTRICT F �� sv �� I c II ea f t- ri �I�1(J�15,00011 Saw N s n u r n 1 t; 1 1 1 p + - so tea: ,(1I 1 ��//n ---------------- I v rr Iv F7 1 I 1 y/�` STREET NEI III FYla.l...`fiiJ� /nR� L -- — -- --- - ---- --- -- -- -- 1- -��- - — — — — ------ v - a e7s------- -- -- /, tJ l V _, �85� T ETIN Ilael.,� 2 5 III I �laapa� P -S ET I III n ao I MY L.rAI I I LV \ 1 A/, Int / ) .Ill I ntJRlt.vi. TvRr°ii. I I ' I -�' ' "V 1 - � - I I �C,.,, � � � ('� ^I � 1 I I I J00 I :JYi �/`� I ' % �' �- \\\� I I I•` I W I III V TIr F - - — — — — — — _ _ _ i l —P L, iJ Lis MONTICELLO TOWNSHIP i �� V��� �� ��- SE ./4 URBAN RESERVE \ \ —z T '— — — — — c�'I CA iIi — / \ I ; ! I MONTICELLO TOWNSHIP URBAN RESERVE 1 LU I II ft n iv ;.....L — i Avir.�i.y i iEe1 J � � SIJ I I — R I I I A r ` 5; I \ III — — — s VICINITY MAP ------- —�-- ---------- t I yr @0�� / I� N w21 I ..F 7FIE A.'E 'v'4 OF THE AE J4 (NO SCALE) i� "t ko - It N Irrr ',.4 i — — — — — — — — — — STREET 79TH sci N BENCHMARKS171 ^i. rTrV`R�n rJ4• SHEET 7 1. Minnesota Department of Transportation nuvi`vliv i. oet GSID Station No. 93813 MnDot hameic Golf). I S •vet OF TIS NE'v'4 vF TFiE .:f I 7i4 I ii ELEVATION - 974.53 FT. 2. Minnesota Department Transportation 7/_� III "+ II ) "iN of Geodetic GSID Station No. 93803 (MnDot III �' \•` Name 8605 S) 0 175 350 700 -T ciaa w `—__� ELEVATION = 966.55 FT. _ —City —_�w ✓ _ — - - -L _ of Monticello, Wright County, MN ( SCALE IN FEET ) O �t t r Sections 23, 24 and 26, Township 121 N. Range 25 W / 3890 Pheasant Ridge Drive NE, Suite too Iherebytertlfythat this plan, specification Print Name: Thomas R.Balluff,L.S. DRAWN BY: bjs Revisions:Cari MONTICELLO PROPERTIES J�sm • environmental Blaine, MN 55449 or report was prepared by me or direct supervislon and that l am a under my /yJ /J y� duly Signature: ISSUE DATE: 4/5/19 1. 6/21/19 - City Comments o HAVEN RIDGE EXISTING CONDITION •en eerin McCain me g • sUNeyl0g Phone: (763)489-7900 Licensed Land Surve der .V�wAt" Y/ 2.9/13/19 -City Comments 3.1/09/20 -City Comments 7,308 As en Lane, Suite 114 P Monticello, Minnesota INDEX SHEET Ot FdX: (763) 489-7959 the laws of the State of M nnesota Date: 4/5/19 License #: 40361 FILE NO: 1649 Brooklyn Park, MN, 55428 4 arlso Northwest corner of Section-_\ nna+1 cw�ry �.� North line of the Northwest Quarter of the Northwest 24, Township 121, Range 25 I r'-n°�uen.m�, - Quarter of Section 24, Township 121, Range 25 __-_-__----_--_--____________________________-------- -- __—__----__—__—__—__—__—__—__—__—__—__—__—__—__—_ __—__—__ -- - T . ewmr e°.e _____________-----------------FI ' r- I ',_North line of the Northeast Quarter of the Northwest r Quarter of Section 24, Township 121, Range 25 North Quorter cor er of Section--' 24, Township 121, Range 25 —� F- /� T 1 /'1 A I A I I U I V t h) \ West lineof the Northwest Quarter of - the North wast Quarter of Section 24, / Township 121, Range 25 \ I 3 1 DAM R A: JUDY NELSON wD:213-100-242201 I I I / _T_ >o I I I I I, I 8 JUDY NEL60N I PID: 213-100-242202 60 `` —II s I x\b\\\ / r A re' II <� FARMSTEAD AVE. 2 0—: F \ DOI/OLAS G ARNOID I — — — — — JI / Eo / I\ he I wD:2f3-100 242203 I T /1 I A / A 1 1 1 I �F" —� I I €, x v 1 U vv IN r1 I I I) �D I\ v �� �v I I LEGEND O / I �X / \ \ I `� \\\ \ \ I o - Denotes Found/Set Judicial Land Mark, as noted N • -Denotes Wright County Monument, as noted Centerline.11111reet NE asecribed in--- \\ \ tel\ 4 p Monticello Town d Map per Doc.39D488— \ \ • -Denotes Found Iron Monument - Denotes 5/8 inch by 14 inch refor, Denotes arkedLight with RLS 40361 l - Denotes Miscellaneous Sign A 1 A TI 1 A A I^ \ A /(_74 I £III ,u, t \ 1 � / / �\\ � ssa � O -Denotes Sanitary Manhole I Vn I rTn0 50 100 zoo I Vv P 4 I I s \ I� I i I I^� \ I I / / /\�\ ,\ I ® -Denotes Storm Manhole = \\ I `� °j•` ®°r - Denotes Catch Basin Ti /I \ \ I I \ C� \\yyam�`� ( SCALE IN FEET) Q vVLli-\ \ I II I IIS % I I \ / \ \ �\ I\ \\`\°"F I / - Denotes Flared End Section PAROL 1 \ \ � �\\ �•r�\ i / � � -Denotes Hydrant ba - Denotes Gate Valve \ \ I--- �- �- �- - ^� — -------I-------- -------------------- -Denotes Existing Well 1 — Denotes Guy Wire BENCHMARKS - Denotes Utility Pole ? o - Denotes Mail Box 1. Minnesota Department ofTransportation Geodetic GSID Station No. 93813 (MnDot O - Denotes Telephone Box 42300 I Name Golf). NNDN L B - Denotes Television Box ELEVATION - 974.53 FT. a\\ -Denotes Hand Hole . Minnesota Department of / °% Geodetic GSID Station No. 93803 (MnDot O - Denotes Electric Meter Cd -0 m 8\\ / �� I I�I \w.\���� °°.,\�\ °'•�� ��J \ �, T i I m \ \ I Name 8605 S) II < o \ \ o -Denotes Gas Meter ELEVATION 966.55 FT. -Denotes Soil Boring /Test Hale - Denotes Underground \ wy \ \ I I I I I 1 1 1 A SHANNON L B E \`i \\\ I — — - Denotes Underground Gas frit •r ` - Denotes Overhead Electric -Denotes Watertnain - Denotes Sanitary Sew er ^QI � N°°r \- Denotes Storm Sewer r 414.90 \ \ p� -Denotes Existing Fence as noted \ / i '1 — II 7 I \\ / �C \\ a \ \ \ �\ \\\ - Denotes Gravel surface a- \ a t - Denotes Concrete Surface I / A II 4� \ \ - Denotes Bituminous Surface _ /� I A Fence ------ III =1 z �t I \AI x \ I ;jam✓�Q)��o Denotes Wetlands that were delineated by E' VV I / \ ° \ m° \ I YYETLAND�\\ \ \ \ °e\ -L� ////�eas �\ \`tZ `� �m I �`-'I" Kjolhoug Environmental Services Inc. in 2018. Denotes Existing 2 Ft. Contour Denotes Existing 10 Ft. Contour H., r \ 3890 Pheasant Ridge Drive NE, / SUIte100 Iherebycertifythatthisplan,specification Print Name: Thomas R.Balluff,L.S. DRAWN BY: bjs Revisions: MONTICELLO PROPERTIES HAVEN RIDGE V all�►�/_�J�q� •environmental Blaine, MN ss449 or rep w �. /,/ 1.6/21/19 -City Comments EXISTING CONDITIONS ct — . en eerin ebect supervision and that I am a duly Signature: .Y/�rrx/ ISSUE DATE: 4/5/19 2, 9/13/19 - City Comments 730$ Aspen Lane, SU Ite 114 McCain gin 9 Phone: (763)489-7900 Licensed Land Surve der 3.1/09/20-CltyComments P Monticello, Minnesota • sUNEying FBX: (763) 489-7959 the laws of the State of M nnesota Date: 4/5/19 License A: 40361 FILE NO: 1644 Brooklyn Park, MN, 5542$ 4 arlso / �/ ---- I _ �I �I II I I v L V 1 I Cl 1V L \ w. \\w•�w \��\ \a,�\�"m.�Ce un��L�/y �/ / �3 \\,� ^ I ---- 60 I° I V � � � \ / \ � � �• � �. ; 7l � �. \ �. �'�, i ��°' / � �, I � \\\ \� I - . `� I M• \ T / \a» ^b 1 e OWNER: \ \ I --- i IMM' \ I I L,,•Y/ / ✓ ,q r.\ .IL\ { , C BARBARA J O'BRIEN / �\ pu.ass.♦ Im I -��� \�'n�m r� I I I � - � �'\ M`� \ n \� � , �•� i � - - J Jig I M. 1 W �. • \ PARCEL • � I I " �we wa• 0 e� �a i\ � Re° — "' / T/" � (\ dM ° \ M \ ,„° \ a Cg \M °N °� `�__ i I I / / `` I / �• I� �/ WETLAND1�4 ---\ I5 S33°I2'04" of I '-4 I /�—� III / / I / / } —C. ,L69.8D II / / soatnwestenr ngnt of way�`\�}\� Y R=208053: °^• /�� �1 n 1 �`/ / line of 85th Street NE per \tom \ \\ \ �74•$$ I 1 > i( Monticello Town Road Ma , \� 1 \ \r I 1 YY I V s r� I 1 / 1 P WETLAND I I I I I \ \ / / 58� -� / / / Document No. 390488 Ilt I \ coN \ aame'`of they Rom co:•m•�t prr No"tK.no rowo�\ ¢ �` ccs —qy, 7, 1 \ • \ I v. I �--Southeast Quarter Northwest ay Rooa ruov oocommt Na 3saaes / o 00 �l l �� \ `I \ -loath line of thesNcrtttlrest O rter of( l/ !t\Quartsr of Section 24, Township 11 I ���` vlZN \ 1(§\tion 24, Township 121, Range 25 Y 1 121, Ran 25 ate_ -�-- Rom w7L- -L ti glo T,-� "� /S89% 07W ` l Ja 8 _— _—__�__—_MOv—°"_--e �__—__ 77 525 _(� __— - _ _ b 1 — - --------------�- —. J –i 85TH----------- ,r�t� S8 0ro7 W ,Ix,–�---------- – ----------------- 1 / \ I STREET NE r� �� 1.�V A 'a"" I"` \� 1 ""''� V \ South line f the Southeast Quarter I 1' iT -;.—rt,i(in, of the N th ast Q ter �\ I ` \` 1 e S y / Northwest Quarter of Section 24, 1 \ / Township121, Ran 25 rm=�✓^e- Il� `--of tF/ea Southeast Qyalgar of S tion \ " \/� �_ e wNc ��� \ +ae / 1 I U I i4i WETLAND / � I I 1 9e I / 23, /! wnshiP 121 R g / / I `-85TH __9`TEf RNYE \\\ ! / 1\� —� �r I I LEGEND \ ``�'r ;4 I o - Denotes Found/Set Judicial Land Mark, as noted '\ \ \ / -rmLB I e• \ 1 I' _� I 1 Aos/ �\ I 0 - Denotes Wright County Monument, as noted �I '`` \ \�/ - / / • - Denotes Found Iron Monument a•tt Imo•- \J' / a I O - Denotes 5/8 Inch by 14 Inch / s _ '� 'W' / Y OWNER: rebar, marked with RLS 40361 SEAN T h JODY L MONRY I cj -Denotes Light Pole C II \t s' I M:213-100-243101 / t qI \ � -- I I v �.� _ v -Denotes Miscellaneous Sign C, \ , \ (,7\'' ��� �,�,� I/ WETLAND i I \\ - Denotes Sanitary y Manhole \ -Denotes Stotorm Manhole /` \ I `� \ \ I i` I3 I ®^� ® - Denotes Catch Basin 'v✓ 1/ Y ' �\ II I\\ ``\ \� /�� N \� I - Denotes Flared End Section 40, Q \ I -Denotes Hydrant - Denotes Gate Valve \ II / 1� '�I t,,, IM°` \, '•` �_`� p�yy/ I li; / I • - Denotes Existing Well LI .a - Denotes Guy Wire ----i——�sz— ��lJ\� \ r) ) 1� / i�'"" I F= `A - De notes Utility Pole WETLAND r (/ 1��ess-�� I o o a \ 11 \ -Denotes Mail Box IEast line o/ the West Half of I } �� \� t _l --- /Section 24, Southwest we t Quarter ua t r1 of -Denotes Telephone Box I-- Ran 25 - Denotes Television Box I ��N / BENCHMARKS -Denotes Hand Hole 1. Minnesota Department of Transportation o - Denotes Electric Meter WETLAND Geodetic GSID Station No. 93813 (MnDot WETLAND tr Ili e °—� I \ — — — — \ �%:� \ \�\ >v. Name Golf). o / § L,- - Denotes Gas Meter \\ / �� ELEVATION = 974.53 F7. 0 - Denotes Soil Boring/Test Hole F`v' / N I �r vl w o N �� I \ '•` \ \` /i "'• / 2. Minnesota Deportment of Transportation = ua = U9 - - Denotes Underground Electric �2 I \ y \• -�� / I T �,qy ° / \ / \ / Geodetic GSID Station No. 93803 (MnDot Name 8605 S) a,. - Denotes Underground Gas ` \`��/--z C•� /�� �D // ELEVATION = 966.55 FT. - Denotes overhead Electric \ Line pa, lel with the South line of the /II / \ i "tee ----� /�� ---- Northeast. Quer r of the Southeast Ouarte(7 I I � � - — - Denotes Wo nary n WE ND- Tom` \ --S ection 2 low ship 121. Rance 25� \ /-->--->- -Denotes Sanitary Sewer S890\W \ / \ .J » - Denotes Storm Sewer s y ( � 1 -Denotes Existing Fence a noted % \ South line of the North 854 k,ea, of \ \ I bye3'� 1 982.84 \ DeCo-ie I -the ship 1, Quarter or sectio Za, \ \ \` 1 \\ \ �� \ N -Denotes Gravel Surface \ S89.04'19"W l -k•ce me // N. Township 121, Range 25 \ - Denotes Concrete Surface I N 1� tI f C4 I - Denotes Bituminous Surface \ I - Denotes Wetlands that were delineated by Kjolhoug Environmental Services Inc. in 2018. o 50 100 200 LIJ - Denotes Existing 2 Ft. Contour �11 5 IAV N I� r W01 m 1a I v I / s k K j0y234 I �\ rl 1 `VI \7 L_ L / h1R ' -Denotes Existing 10 Ft. Contour TM�,��D.1ty (SCALE IN FEET ) I_ I I 3890 Pheasant Ridge Drive NE, yce fy p specification ONTICELLO PROPERTIES 5 SURE 100 I hereby rtI that this Ian, s Flcation Print Name: Thomas R. Balluff, L.S.LS. DRAWN BY: bjs Reviaiona: HAVEN RIDGE E fell call= environmental Blaine, MN ss449 or rep. prepared by me or under my /yl �. 11/ 1.6/21/19 -City Comments EXISTING CONDITIONS 0t . en eerin direct supervision and that I am a duly Signature: Y/�rwx may/ ISSUE DATE: 4/5/19 2, 9/13/19 - City Comments 730$ Aspen Lane, SU Ite 114 McCain gin 9 Phone: (763)489-7900 License ased andSurve der 3.1/09/20-City Comments P Monticello, Minnesota • surveying Fax: (763) 469-7959 the laws of the State of M nnesota Date: 4/5/19 License #: 40361 FILE NO: 1649 Brooklyn Park, MN, 55428 / 4 www. carlson mccain. com LEGEND-->---> o - Denotes Found/Set Judicial Land Mark, as noted - Denotes Guy Wire - Denotes Sanitary Sewer I a Z I so ® - Denotes Wright County Monument, as noted w° - Denotes Utility Pole » - Denotes Storm Sewer • - Denotes Found Iron Monument o - Denotes Mail Box - Denotes Existing Fence as noted O - Denotes 5/8 inch by 14 inch 6� / I t(' ° rebar, marked with RLS 40361 -Denotes telephone Box -Denotes Grovel Surface — —L /'`DW ¢ - Denotes Light Pole - Denotes Television Box �� IFS / / JJ'y Inll rae° <ii�e - Denotes Concrete Surface11I--I€t jf -Denotes Miscellaneous Sign "pa" -Denotes Hand Hole zq O -Denotes Sanitary Manhole o - Denotes Electric Meter - Denotes Bituminous Surface �� F j �_ EARMHILL I{ 3 o� — _ - Denotes Storm Manhole o -Denotes Gas Meter - Denotes Wetlands that were delineated by — �[� T — LN ® 0 - Denotes Soil Boring/Test Hole Kjolhaug Environmental Services Inc. in 2018. (,'� [� Q ®er -Denotes Catch Basin .e ( W ' - Denotes Underground Electric �/ - Denotes Existing LtJI `�$ I I Ir n r ory I It - Denotes Flared End Section 9 2 Ft. Contour Underground Gas WETLAND - Denotes Under -Denotes Hydrant - 9 � > � I I �� � � � • �' �_s I o cy t I V� Northwest corner of the I Iia -Denotes Gate Valve -Denotes Overhead Electric / -Denotes Existing 10 Ft. Contour <� i west Half of the Southeast--_ ------ - Denotes Watermain / I �� �6 C� Quarter of Section 23 -Denotes Existing Well — — — — — =l — — — — sn -�— RMOpm•^eReru I r / e'B6 1> Township f S Rang Dxumm 3s—aeew— -> I e 25� I ��_—_a,P—ca9•_�-.*r--an— `a---�n-"�®9.= ags— -- — i-x,'"—� — ------ —� -,a, -Ir —as' __ �(-�rn¢ _ r — — — — — — — — — '�°'rJa`s�- m�s ���� ,Fe'6y�- �Ba— — — — — -962 •-962 —� } _ air °n. 1 ------ ----a vaas — — — — — _ — _ —_- — — — — 98z— — — — �'-t •----- I -96ia— — — — — — — Ct'{—'�---y�1j��i 1 — — — — —C — — — — — — — — T — — — —' ------_------ \ wn — — — — — — — — — — � -96& � orthi(in of the Northeast Ou�rter s (pyor( /eC -----�— 9e4� North line f the West If a _ +tr - \--23t oSshipe121 0a ger 25 5 on \ wve 1, f, a S° �� 85TH STiMET'NE J I 16 ``-WETLAND\ ym• I \ / of the Southeast Quarter t / , f' /♦ T 1\/"1 A 1 'i\ 1 of SRann 23, 25 Township 1'- 114- 11 e�� 'a�96a.3 � J I \I AlII P10:213-100-2J310I al ea m D3Nn iJs33 �� c r �II ^'9Y\\ '�\ �w Dmwm Lij IV x-966 PARCEL12 \\ \\/ewea� LIQ �ta [ ✓✓ e I I I LIQ _41\ —� 098 �, 5r ✓o za01 2 \�-- �\ WETLAND / I I o I I � JEROLD A UNREDT REV TRUST FMD:213-100-233100 I \ �A\J���•>/ I A 1 n 1 v 1 a\V�� w YY IV �� 1 WETLAND \he S -Northeast\Coarh rt of he tsoultheastne of t /r Section 2333 Tow ship 121, Ronge 25 1 6I1, _ _ /V 66p tT�_ Y �OSouth line of the North 5406 feet 8$984$19"W �24,e rowship 121, R-of isectian -9a—�—\� _1 V BEN CHMARKS ay1. Minnesota Department of Transportation 2 Geodetic GSD Station No. 93813 (MnDot Name Golf). Nr\ ELEVATION = 974.53 FT. vt IuI dl II I 2 Geodetic GSIDpSt dont No. 93803 (MnDot 1 South line of In, Northeast Quarter of Name 6605) the Southeast Quarter of Section 23, I I ELEVATION 5966.55 FT. Township 121, Range 25 I I _I - --1---------- ------------1-I-- �0. 1 ------------------------ -- -- - _---- - --------- -_ - - - - - - --II-�,----I---------- I---- -- - - - - - - - - - - - - , A ria �1 I / I • <I —856 — a / too III I sl9nee GereDor�No. )32T12 rHC i 262 JEROIDA VNREDi REV TRUST B6 �I vi P10ARJ-f0O234f00 M21 'r I I / / \ \ I I \\ / I / I\ I I 7 Y A I I"� I 0 50 100 200 4TLAND �r I( I /NC- /� yl I o ( SCALE IN FEET ) I k2 L_ yah 3890 Pheasant Ridge Drive NE, NcCain Suitel00Iherebytertl1thatthisplan,specifcation Print Name: ThO—R.B,11,11,L.9. DRAWNBY: bjs Revi,ion6: MONTICELLO PROPERTIESHAVEN RIDGECC]rl�►�/_�p •envirnmental Blaine, MN ss449 or report was prepared by me or under my /yl � �. // 1.6/21/19-City Comments EXISTING CONDITIONS �t —. en eerin eo-ectsupervision and that I am a duly Signature: .Y/awrx/ ISSUE DATE: 4/5/19 2, 9/13/19 - City Comments 730$ AS en Lane, SU Ite 114 gin 9 Phone: (763)489-7900 ensesLandSurve der 3.1/09/20-City Comments P Monticello, Minnesota • sUNeying FdX: (763) 489-7959 the laws of the State of M nnesota Date: 4/5/19 License #: 40361 HUENO: 1649 Brooklyn Park, MN, 55428 41 arlso TLAND west line of me�Hau off-thI a-.: Southeast l I I --u , of Section 23, /'y-\ A JEROLD A UNTIEDT REV (RUST l f l fr 'I Township Range 25 PfD:z1J-too-zs+ao3 d � •£ � II I V YY TV v r7.i NAN PID 21J' 100-23J40f UST I / I 9e� / i-9eg� IN O� P1D:21J-100-233400I.'� II WETLAND �I # �----I-� \ f — — — — — — — — — I \1 \"" WETLAND 1 / line ofthe of the Southeast Southeast t I I Northwest c of the So th line of the West Half of the 1 I Quarter of Section 23 \ \ \ \ \ \ \ \ \ \ \ \ JANE C CORNEl1U5 P10:213-100-234400 A A l 1" r- �X /-1 1 V �7 L 5 West Right of Way line of Eisele Avenue N per o _____ '� Monticello Town Road Map Document No. 390488 • - Denotes Found Iron Monument O - Denotes 5/8 inch by 14 inch A / A Tabor, marked with RLS 40361 >$ - Denotes Light Pole 1/ - Denotes Miscellaneous Sign O nr O - Denotes Storm Manhole / / ✓Ii A- - Denotes Flared End Section - Denotes Hydrant Da - Denotes Gate Valve r1L- Denotes Existing Well - Denotes Guy Wire Denotes Utility Pole o - Denotes Mail Box 0 OWNER: WETLAND - Denotea Television Box p MARK J HdJ(ER PID:213-100-234100 O \ \ \ \ \ \ \ \ \ \ \ \ JANE C CORNEl1U5 P10:213-100-234400 A A l 1" r- �X /-1 1 V �7 L 5 / o=" Northwest Quarter of the 'l ( I Southeast Quarter of Section 23, /t / / Townshi 121, Ran 25 1 I 11 §89'01'58"W -_ ----_--_--__—_- GARY A k LESIA A IXRZEMA \ I I r P 9 1 ' PI0:21J-100-23J402 Northeast Ouarter of Section- j Township 121, Range 25 ,r,. — -- h -- / 26, Township 121, Range 25----'------- Imo, I KII I �� o r7L %7 i vc G" v I LEGEND o - Denotes Found/Set Judicial Land Mark, as noted ® - Denotes Wright County Monument, as noted • - Denotes Found Iron Monument O - Denotes 5/8 inch by 14 inch Tabor, marked with RLS 40361 >$ - Denotes Light Pole 11/ - Denotes Miscellaneous Sign O - Denotes Sanitary Manhole O - Denotes Storm Manhole / / Denotes Catch Basin A- - Denotes Flared End Section - Denotes Hydrant Da - Denotes Gate Valve Denotes Existing Well - Denotes Guy Wire Denotes Utility Pole o - Denotes Mail Box 0 - Denotes Telephone Box WETLAND - Denotea Television Box p - Denotes Hand Hole O - Denotes Electric Meter o - Denotes Gas Meter 0 - Denotes Soil Boring/Test Hole - °• —• - - Denotes Underground Electric - - Denotes Underground Gas •�• - Denotes Overhead Electric ------ - Denotes Watermain --->--->- - Denotes Sanitary Sewer » - Denotes Storm Sewer - Denotes Existing Fence as noted - Denotes Gravel Surface Y - Denotes Concrete Surface West line of the Northwest Q nrter of - Denotes Bituminous Surface - Denotes Wetlands that were delineated by Kjolhoug Environmental Services Inc. in 2018. - Denotes Existing 2 Ft. Contour ^ Lq S 0) owNeR: 0 M / - Denotes Existing 10 Ft. Contour / o=" Northwest Quarter of the 'l ( I Southeast Quarter of Section 23, /t / / Townshi 121, Ran 25 1 I 11 §89'01'58"W -_ ----_--_--__—_- GARY A k LESIA A IXRZEMA \ I I r P 9 1 ' PI0:21J-100-23J402 Northeast Ouarter of Section- j Township 121, Range 25 ,r,. — -- h -- / 26, Township 121, Range 25----'------- Imo, I KII I �� o r7L %7 i vc G" v I of Eisele Avenue NE as described in Town Road Map per Document No. 390488 It' 982.84 S89°04.19"W a-.: JANE C CORNELIUS W0:21.ff00-281101 aac,TI Ir Alr 4 /A I r1L / VL I/ 't- I ,9° South line of the North Half of the Northeast Gaarter of the a- / i Northeast Quarter, Section 26, West line of the North half of . j y"J ( l� I fn i Township 121, Ronge 25 Nohat-efio�--' ------ - - - - - tsQtr oSect� 26, Township 121, Range 25r� --- T — — — 79TH STREET NE —- 9�9 136.56 -- — —-------------- R_- -------- —1 ot390988"�- N Southwest tomer of the North S89°01'35"Vf I.I} -- L Midpoint on the West line f the Northwest -_j t Y Half of the Northeast Quarter= r �I Is JANE CWCORNEWS m BENCHMARKS of the Northeast Quarter, 8 Quarter of the Northeast Quarter of Section �� Section 26, Township 121, ( .21 -100-251100 26, Township 121, Range 25 Ran 25 1. Minnesota Department of Transportation ge ( I 4 / A /1�- TI Ir- A 1[- '1 /A Geodetic GSID Station No. 93813 (MnDot r;^ I I $ '1 /7 V1r Tr,E yL I/ `Y V/ / r1L 1 VL I/ F Name Golf), East line of the Northwest Quarter of-' I ro ELEVATION 974.53 FT. the Northeast Quarter of Section 26, I m I n v Townshi 121, Ran 25 2. Minnesota Department o. 93803 (MnOn p 9e I Foz I r A- 0 50 100 200 Geodetic GSIO Station No. 93803 (MnOot Name 8605 S) Southeast corner of the Northwest va ELEVATION = 966.55 FT. Quarter of the Northeast Quarter of-, (SCALE N FEET) Section 26, Township 121, Range 25 3890 pleasant Ridge Drive NE, yte fv p peri MONTICELLO PROPERTIES L� 7 Car1oMcCidin SUle100Ir reb as that this Ian, 5 der mn Print Name: Thomas R. Balluff, LS. DRAWN BY: bjsRevisions: HAVEN RIDGE J��►�r�•environmental BlaineMNor report was prepared by me or under my /yl �. // 1.6/21/19 -City Comments o EXISTING CONDITIONS ct • en sarin direct supervision and that I am a duly Signature: Y/a rx may/ ISSUE DATE: 4/5/19 2, 9/13/19 - City Comments 7308 As en Lane, Suite 114 gm g Phone: (763)489-7900 Licensed LandSurve der 3.1/09/20-CltyComments P Monticello, Minnesota • 6UNeying Pa" (763) 489-7959 the laws of the State of Minnesota Date: 4/5/19 License #: 40361 H E NO: 1649 Brooklyn Park, MN, 55428 41 ....c.1—mcc.in-m I E ho I PARCEL 13 j �I I I �I 11/ A III 113 I / / A- 1 rl "� I ` I II y WETLAND -� 1 to V � • t �� i � � � � v v � I WETLAND I r o ZI i0i I 1 >s. I.__center Manticel hM16'La1 Y West line of the Northwest Q nrter of �If) i -the Northeast Quarter of Section 25, Township 121, Range 25 ^ Lq S 0) owNeR: 0 M / 4°53.06 Pfo�zli CORIalus z oQ1' I 1 1 I I 3 6 is of Eisele Avenue NE as described in Town Road Map per Document No. 390488 It' 982.84 S89°04.19"W a-.: JANE C CORNELIUS W0:21.ff00-281101 aac,TI Ir Alr 4 /A I r1L / VL I/ 't- I ,9° South line of the North Half of the Northeast Gaarter of the a- / i Northeast Quarter, Section 26, West line of the North half of . j y"J ( l� I fn i Township 121, Ronge 25 Nohat-efio�--' ------ - - - - - tsQtr oSect� 26, Township 121, Range 25r� --- T — — — 79TH STREET NE —- 9�9 136.56 -- — —-------------- R_- -------- —1 ot390988"�- N Southwest tomer of the North S89°01'35"Vf I.I} -- L Midpoint on the West line f the Northwest -_j t Y Half of the Northeast Quarter= r �I Is JANE CWCORNEWS m BENCHMARKS of the Northeast Quarter, 8 Quarter of the Northeast Quarter of Section �� Section 26, Township 121, ( .21 -100-251100 26, Township 121, Range 25 Ran 25 1. Minnesota Department of Transportation ge ( I 4 / A /1�- TI Ir- A 1[- '1 /A Geodetic GSID Station No. 93813 (MnDot r;^ I I $ '1 /7 V1r Tr,E yL I/ `Y V/ / r1L 1 VL I/ F Name Golf), East line of the Northwest Quarter of-' I ro ELEVATION 974.53 FT. the Northeast Quarter of Section 26, I m I n v Townshi 121, Ran 25 2. Minnesota Department o. 93803 (MnOn p 9e I Foz I r A- 0 50 100 200 Geodetic GSIO Station No. 93803 (MnOot Name 8605 S) Southeast corner of the Northwest va ELEVATION = 966.55 FT. Quarter of the Northeast Quarter of-, (SCALE N FEET) Section 26, Township 121, Range 25 3890 pleasant Ridge Drive NE, yte fv p peri MONTICELLO PROPERTIES L� 7 Car1oMcCidin SUle100Ir reb as that this Ian, 5 der mn Print Name: Thomas R. Balluff, LS. DRAWN BY: bjsRevisions: HAVEN RIDGE J��►�r�•environmental BlaineMNor report was prepared by me or under my /yl �. // 1.6/21/19 -City Comments o EXISTING CONDITIONS ct • en sarin direct supervision and that I am a duly Signature: Y/a rx may/ ISSUE DATE: 4/5/19 2, 9/13/19 - City Comments 7308 As en Lane, Suite 114 gm g Phone: (763)489-7900 Licensed LandSurve der 3.1/09/20-CltyComments P Monticello, Minnesota • 6UNeying Pa" (763) 489-7959 the laws of the State of Minnesota Date: 4/5/19 License #: 40361 H E NO: 1649 Brooklyn Park, MN, 55428 41 ....c.1—mcc.in-m I E Northwest came, of Section 24, Township r121, Range 25 (cast iron monument) --7K T-1-7;�'7T �\ leo L 4 v 1 v In I I 2 J, B ea i 1 !RC J�Oi K' ISA '4 W sIE , JA / Y CITY OF MONTICELLO R1 RESIDENTIAL DISTRICT of the North line -- est Half of the - W of the Northeast Southeast Quarter of North lime f the Southeast-- Qaarter 1 Section 23, Township Quarter ofSection 23, 1121, Range 25 Township 121, Range 25 r v IAI it S I rl I J -, ;I yp 85TH STREET JUE "E -a ,-the Northwest Quarter of Section 24, '-of the Northwest Quarter f Section Township 121, Range 25 24, Township 121, Range 25 60 / �N♦PIT C9 NNMI e0 0 N I 4 I TI I so I NpOWNER: DA R k JUDY NELSON I Ido nument) (cast iron monument) (ca O� I owrveR: F• II III ti d Elaoeme�nt li St- E aer an n Road 4 ent No 3 P A p locumenl No. 3904 e'�([o � -, - j'f North line of the Northwest Quarter of LII North line of the Northeast Quarter ,-the Northwest Quarter of Section 24, '-of the Northwest Quarter f Section Township 121, Range 25 24, Township 121, Range 25 t line of the of Section / D0� =?' 414.90 NQO°46 " Township 121, Range 25-<�o x 392g23 411»r °o OUTLOT oT c L North Qaart er oar er of seation--% gJ Township 121, 25 NpOWNER: DA R k JUDY NELSON I Ido nument) (cast iron monument) (ca P10:21J-100-242201 I owrveR: I DAVID ! JUDY NELSON PID:2f3-100-242202 -_18.26 N48%8'15"W li St- E aer an n Road 4 ent No 3 P A 1 / w .8.=533°12'04"E y 1 1� 1 v e \\SF I ' y 5 5 J� awNeR1 / r ,r ; / A \ % _DOUGLAS G ARNOID NIC PID:21}100-2422QT MONTICELLO TOWNSHIP 3 URBAN RESERVE SHEET 9,v _a5 >� v UNPLATTED ��J 1� STREET .E n GRiC r R L owrveR: Cente 'ne of 85th Street NE as \ describe in Monticello Town � =-SHANNON L BYE \� ' PID 213-100-242J00 i Map er Doc No. 390488 \ \ i^x------ -- I 2 sax \ \ fTl /3 IA/ AI C I I SHEET 10 �` OIA �'rpe��1` �, IY J rT I` N89°22'37"E t line of the of Section / D0� =?' 414.90 NQO°46 " Township 121, Range 25-<�o x 392g23 411»r °o OUTLOT oT c �k 1 g 5 � 8. \ t• \ _ _ ,9 - 5 \• SHEET 2,5 1e1 3 I� 1 4� ss .DwNeR. �t% BARBARA J O'13MEN G J` PID: 213-100-2+2400 1 6 ' OWNER: I I/ out westerly ri ht of way_I I MEGAN. YIf DELA--2KIxMBALL li St- E aer an n Road 4 ent No 3 P A o, \7 we w .8.=533°12'04"E y an _rle24, T o -Lor e ^-- =48°02'57" -�-; 5 5 R=208.53 85TH STREET NE- �24:: 3;v I 4L 1 V 6Y 174.66 _ i - - - - - - - - - - - - - - - - - _---�- __ ��- __ i P ty r� — - \ Southwest Comer f)'h - Northweat Quarter x zv s 447.97 S89'10'07 W p A Al /, ow, n, n I Y I \7 L 2,5 - - - - - - - - 28H ------- ---- 1 I ,j1NEF ° I I I Section 24, Township 12A� SEAN T @ JODY L MO4RY ,w°i nrTEv 0 i,tdi C SHEET �24:: 3;v I 4L 1 V c.,Range (cas rori�' 1 ) "monuenOUT'O� D(-5PID:213100243/02-.Ia 3 n.,RTC ".TLRu26 Vii° �}' '+ OU TLOT \ Q a L — O '-q I U 3, I/ I I M^^ucdlMolZN°n/3oted�l \\ Y F OWNER: N ( OUTLOT K - °ane i parallel, ®h6Lfh H :_� _ - J �f JEROLD A UNIIEOT REV TRUST PID:213-100-233100 _ o 0 31 South line f the 66 G7 OWNER: z - NortheL6l QOdrter .-the Southeast II - ;Qaarter of Section 23 Township 121 SHEET _ 13" LORE" 1 O'BRIEN P10:213-100-24J10f - HAVEN RIDGE PARCEL OESCR/PPaV. PARCEL I. That art of the Northwest Quarter of Section 24 Township 121 Range 25 Wright Count Minnesota described as follows P P 9 9 Y. , Commencing at the Northwest cor er of said Northwest Quarter of Section 24; thence South 00 degrees 07 minutes 45 se onds West, assuming the West line of said Northwest Quarter bears South 02n degrees O6 minutes 16 seconds West 408.28 feet to the centerline of 85th Street NE as described in Monticello Town Road Ma Q g p per Document No. 390488 thence North 48 degrees 18 minutes 15 se onds West aeon the northwester) extension of said centerline of 85th Street NE 18.26 feet to the West 9 9 line of said Northwest Quarter, and the point of beginning of the parcel re be described; thence South 48 degrees id minutes 15 seconds East, along said northwesterly extension of ret. Street ut 18.26 feet thence 468.1South 48 degrees 18 minutes 15 seconds East aeon said centerline of 85th Street NE ,t,,Iy 4 feet' thence continuing 9 9 South 00 tle res 00 minutes 03 s onds East 468.91 feet m or less to the intersection with the westerly extension of the South line I 'n ester) of said centerline degree. ec ore y Y' g w y of 85th Street of ,the parcel described in Certificate of Title No. 6386.0; thence North 89 degrees to minutes 37 seconds East, along said South line lying westerly of said centerline of 85th Street HE of the parcel described in Certificate of Title No. 6386.0 and its westerly extension, 414.90 feet to the southwesterly right of way line of 85th Street NE o described in said Monticello Town Road Map per Document No. 390410 thence southeasterly and southerly, along said southwesterly right of t y line of feetStreet NE to the South line of s id Northwest Quarter, thence South a degrees iminute,s 07 seconds West, along is South line f the Northwest Quarter, 29 feet feet to the Southwest co r of said Northwest Quarter; thence North 02 degrees O6 minutes 16 seconds East, along the West line of said Northwest Quarter, 2239.29 feet to the point of beginning. rne AND The North 854.06 feet of the West half of the Southwest Quarter of Section 24, Township 121, Range 25, Wright County, Minnesota. PARCEL 2.' The West half of the Southeast Quarter of Section 23. Township 121, Range 25, Wright County, Minnesota. AND That part of the Northeast Quarter of the Southeast Quarter of Section 23, Township 121, Range 25, Wright County, Minnesota, lying northerly and westerly of the following described line: Commencingat the Southeast corner of said Northeast Quarter of the Southeast Quarter; thence norther) along the East line of said Northeast Quarter of the Southeast Q Q Y. 9 Quarter, 437.36 feet to the Pint of beginning of the line to ri described thence westerlparallel with the South line of ; thence Northeast Quarter of the Southeast Quarter P 9 nin9 Y. w the westerly right of way line of Eisele Avenue NE, as describetl in Monticello Town Road Map per Document No. 390488; thence southerly, along said westerly right of way line of Eisele Avenue NE, to the South line of said Northeast Quarter of the Southeast Quarter and said line there terminating. AND That art of the Southeast Quarter of the Southeast Quarter of Section 23 Township 121 Range 25 Wright Count Minnesota I in West of the westerly right of way line P Q P 9 9 Y. Y 9 Y 9 Y of Eisele Avenue NE, as described in Monticello Town Road Map per Document No. 390488. PARCEL 3• That art of the Northwest Quarter of the Northeast Quarter of Section 26 Township121 Range 25 Wright Count Minnesota in norther) of a line drawn southwester) from a point on the East line of said No, Quarter of the Northeast Quarter ditant 990.00 feet north of the southeast corner of sa id Y Northwest Quarter of the y Northeast Quarter to the midpoint of the West line of said Northwest Quarter of the Northeast Quarter and said line there terminating. AND That part of the North half of the Northeast Quarter of the Northeast Quarter of Section 26, Township 121, Range 25, Wright County, Minnesota, lying West of the centerline of Eisele Avenue NE, as described in Monticello Town Road Map per Document No. 390488. GENERAL N07ES- 1) Bearings shown are based on the West line of the Northwest Quarter of the Northwest Quarter of Section 24, Township 121, Range 25, Wright County, Minnesota, which is assumed to bear S02'06'16"W. 2) Wetlands were delineated by Kjolhaug Environmental Services Inc. 3) Portions of Eisele Avenue NE and 85th Street NE, as described in Monticello Town Road Map per Doc. No. 390488, are proposed to be vacated per city annexation and new roadway alignments. 3 v o z Range 251 � L' 2 OL — — — — — — — (11) R1 - 70'-80' RA - 90'-100' `m 31 30 S89°04'19"W982.8 ___East line of the West half of the (Similar to Adjacent Properties) (Similar to Adjacent Properties) R3 - LOT DETAIL odry NS I f \ S69*10'07"W Southwest Quarter of Section 24, (Not to Scale) (Not to Scale) (Not to Scale) x =05°1 O'l l" OWNER'. L COW i A __South line of the North 854.06 feet I Township 121, Range 25 - 2 ; b 3053655iN0o"'"Spo.m3 + o-z341o3 I I cog 24,1 Township he w121, Ranger of 25 Section v a 30' MIN. REAR __30' MIN. REAR `3 / /Y c South line of the Northeast Qu SETBACK SETBACK — — 3 v1 I - I ou Quarter I I �� 10' MIN. REAR 'SHEET 1 i of the Southeast Quarter of Section I I•. SETBACK �__--- 1 23, Township 121 Range 2f—_-------- 12,000af LOT — — — — — — — UTLOT J ti 16AVERA LOT I _ AVERAGE I W j F 10,000af LOT -- 14,000af LOT -- 20' MIN. I !p°»•, line w° m 1 V- I V- MINIMUM __ n ° 33p]i •� " \ n West Right of Way line of I MINIMUM_-- 5' MIN. SIDE BETWEEN UNITS / 92312 • l --Eisele Avenue N �� -- SETBACK OWNER: 127 Nei Monticello Town Road Map JEROLD A UNREDT REV TRUST Document No. 390488 A / A M213-100-234403 2 [ ,/ K { OU TLOT K J` I owrveR: I 30' FRONT 35' FRONT 30' MIN. FROT SETBACK TO GARAGE MONTICELLO TOWNSHIP / 1 ) r �V NARK J 2IX SETBACK SETBACK 25' MIN. FRONT SETBACK TO HOUSE 32E TJ ^� 1F I a PID:21J-100-243300 URBAN RESERVE A J C� — —ROW — —ROW — — �/ " �` o $ owrveR: CURB I N., 73231OW and aeaig eE per Oo c' - r e� c I I LOT SETBACK DATA CURB LOT SETBACK DATA «p t 1n ._ \ MARK J NOIXER C 81 PD:2/J-100-2J+100 a MONTICELLO TOWNSHIP FRONT HOUSE: 30 FT. NANCY C fR1ESENREV TRUST / I V E E _ o: o` PID:213-100-zJ3101 1r� 3z c oV' ° • 1 I t.rv. a FRONT: LOT SETBACK DATA 14-saam line of me wear s : � I - URBAN RESERVE 3o FT. Half of the soatneoat .°oma SIDE: 10 FT. FRONT: 35 FT. FRONT GARAGE: 25 FT. 3 �,& ,1 C SIDE: 5 FT. DOUGIAs L STOKES / Q4.aCter of Section 23, - P lu '` LIJ REAR: 3D FT. SIDE: 10 FT' DISTANCE BETWEEN BUILDINGS:— -i' L I. PID:zu-foo-2JJ4oa s T shiptzt, Ran a zs I , �27 (/1 CORNER: 20 FT. s 9 \ a' ° _ i REAR: 30 FT. REAR: 10 FT. fa OWNER: � South lin f N o JANE D CORNEuuS CORNER: 20 FT. PID: 213-100-234400 CORNER: 25 FT. I owrveR: or corner o Bas 'or er o GARY A@ LESIA A GERZ A 1 1 Northwest f th Southeast Quarter of `1 1 A A I /, C, 7 P10:21J-100-233402 / III, --Northeast Quarter of Section 23, Township 6 /"1 IY \7 L_ L "1 —_---_- 1 Section 26, Township 121, ge zs y i - __—__�__—__--- PROPOSED X,z, Ran �, 3.15 ----=--- _ _ _ Reap, 2s aosLira mw.)�'_—__L 89,,58 -OWNER: -- „pw�EiE�cw DRAINAGE AND UTILITY ---------- -�t we9l line of lne Nartnweat JANE C CORNEIJUS „a SITE DATA VICINITY MAP EASEMENTS ARE SHOWN THUS: :'PL" 'Er: R M'tm " III ��y P1D:21J-10o-281101 ,mer 62' SINGLE FAMILY NOT TO SCALE Jf QJorter of the Northeast OUTLOT L IN)• Northeast c of the ,� w arter ar seauan 26, ,G N L I OF 7{iE A!E J4 OF TFf �� V4 Southeast Quarter of the AMCULTxiAL 1 /�/ r .. canter Ine of Eisele Avenge NE a I TOTAL SITE AREA 1213.92 AC. (Not to Seale) NO SCALE m wn hi 121, Ran 25 I h Southeast Quarter of ( ) a P 9e Q ` „I» IN° ,--described in Monticello Town Roads Section 23, Township TOTAL ROW AREA ±38.07 AC. — L�•``j �1,EPPM1\0 g • 'SHEET 1 V 'Ks\,J �/7O , Map per Document No. 390488 , 121, Range 25 TOTAL OUTLOT AREA ±88.48 AC. 30' MIN. REAR C V W YO I 7 j I \\N R=182866-04'45 OUTLOT A ±1.90 AC. SETBACK 1i', y / y I ` OUTLOT B 37.56 AC. N ..'eA: /=r .q / /c>�`+v`0� Z I i " 80 _ k _,192801 :9TH OUTLOT c 31o.6s Ac. OQ`:Y , I A•5306"W 13� N00°17'4fi W �__ S11*1 V6"W _ I -STREET INE OUTILOT D— OUTLOT E ±30.25 AC. 11,278af LOT - -- -------- West line of the North 7-�"66 AVERAGE __ __-J---- I L-----1-_ ? /\►I IV S� L half of the Northeast-= J - ro OUTLOT F ±2.10 AC. ____ �I ^ Y+ f awn \` 66,136. 6 South line of the North Half of Quarter of the Northeast- F- OUTLOT G 31.89 AC. 1 / Midpoint on the west me or fi {-• a 190 35»W` -me Nortneast Quarter or the I I .d s6/ the Northwest Quarter of the rs rip act'o�ge Northeast Quarter, Section 26, �� OUTLOT H ±1.37 AC. I \ I _ being 6 feet In width, and adjoining side lot lines, Northeast Quarter of Section 1�t I Township 121, Range 25 LIJ N OUTLOT 1 30.69 AC. - -' and 12 feet in width andadjoiningri ht of wa 26, Township,2,, Range 25 I 1 4`1 I F --O ra, 9 Y lines and rsor lt lines unless otherwise shown on _ I owrveR I I $ i/.�. OF TIE �f 1/4 171 THE �:E '✓4 F- F- OUTLOT J 37.08 AC. 30' FRONT 1 this plat. 1 \ JANE C coRWELnIs ^( I owrveR: - OUTLOT K ±9.26 AC. SETBACK PID: 2/3-100-281201 �1 `+♦ East line of the Northwest JAN13C-1= 6110 OUTLOT L 325.86 AC. —ROW ! _Qaarter of a Northeast PI0:2f3-100 281100 4� =� TOTAL LOT AREA ±86.37 AC. CURB p a Southeast comer of the Northwest Qaarter of Section 26, r �' T r T T LEGEND 711 Quarter of the Northeast Quarter of- I To 121, Range 25 n I �� (i SMALLEST LOT ±2,432 S.F. LOT SETBACK DATA I ao' scse. y yv Section 26, Township 121, Range 66 r _ _ 6 - •( LARGEST LOT 327,843 S.F. aN --�-- — - - -` AVERAGE LOT 311,131 S.F. FRONT: 30 FL--------�-- ---- ® - Denotes Found/Set Judicial Land Mark, as noted - — Southwest corner of the Northwest reoad N ,per No 1c �° Ta - 1 I A v I TOTAL NUMBER OF LOTS 338 SIDE: 6 FT. City of Monticello, Wright County, MN OO - Denotes Wright Count Monument, as noted Qaarter of me Northeast Quarter of--'' i I EI o°,�me�1 x°.'3so.ea"° '�X o 115 350 701 GROSS DENSITY 1.58 LOTS/AC. REAR: 30 FT. Section 23, 24, ✓p 26, Township 121 N, Range 25 W 9 y Section 26, Township 121, Range 25 y _ _ _ JI �y EXISTING ZONING UNKNOWN CORNER: 20 FT. -Denotes Found Iron Monument PROPOSED ZONING RL RA, R3, PUD 0 - Denotes 5/8 inch by 14 inch ( SCALE IN FEET) UTIUTIES AVAILABLE rebor, marked with RLS 40361 3890 Pheasant Ridge Drive NE, / Suite 100Iherebytertlrythat this plan,spetl8cation Print Name: ThomasR.Balluff,LS. DRAWNBY: KCM Revieian,: MONTICELLO PROPERTIES g •environmental Blaine, MN 55449 or report was prepared by me or under my /yJ �.p� 1. 6/21/19 -City Comments 5. 5/6/22 Rev. lot sizes Blk 3, 4, & 5 HAVEN RIDGE f, Carlson . engineering dire t sUPervislon and that l am a duly Signature: V/� w ++�C/ ISSUE DATE: 4/5/19 2.9/13/19 - City Comments 7308 As en Lane, Suite 114 P RE LI M I NARY P LAT INDEX et McCain gin 9 Phone: (763)469-7900 Licensed LandS—e der 3.1/09/20-ClryCommen P Monticello, Minnesota • surveying FBX:ww. (763) 489-7959 the laws of the State of M nnesota Date: 4/5/19 License #: 40361 FILE NO: 1644 aarisonmccain.aom 4.9/10/20 -City Comments Brooklyn Park, MN, 55428 41 N 0 25 50 100 ( SCALE IN FEET ) LEGEND 0 — Denotes Found Judicial Land Mark, as noted 0 — Denotes Wright County Monument, as noted • — Denotes Found Iron Monument O — Denotes 5/8 inch by 14 inch rebar, marked with RLS 40361 I 60 T— T Northwest ea7le, af_—__—__—_�------------ Section 24,m Tow-hipNth line of the Northwest Quarter I I I ` 121, Range —oforthe Northwest Quarter of Section 25 ast t 24, Township 121, Range 25 iron onum en, �O \ 1 \ I '• I \ \ +Q BOO\ / / .14.400 sq.ft. \ o est line of the Northwest Quarter of the Northwest IJ Quarter of Section 24, o Township 121, Range 25 .° \ I OWNER: G / / ?S DWpAS C ARNDID I w° \ \ J / / \ JS \ PID:11J-100—Y4YTOJ I \ `9G Boo\ C I / / .14.400 sq.ft. I I I 119,623 q.H. / / \ .° I to \\\ I z I\`♦ 50 / / 7 / /1010/\ \� \ —> �C— 113.559 sq.ft. 60\\ // // 114.400 sq.ft. \ �— la'\ Z 69.5 \\ \ Ro aayq -I W _\ j `I'/� X9,1., \� I 20 ^ e"� \ 3 ya P I I o 4, \\ T1 1r .21,943 N sq.ft. o <\ ,' \ eqo \ J JAII60 / 9 ±13,559 sgft. .14,400 aq.it / \ al��\eO0 2. \ — — o \ / o \ / / \ O \ 9 \ / .17.1 L 39 sq.ft. °/' \ y4�r `\ T %� 1011 A 1 vv IV n C^ I ICT[' A N 0 25 50 100 ( SCALE IN FEET ) LEGEND 0 — Denotes Found Judicial Land Mark, as noted 0 — Denotes Wright County Monument, as noted • — Denotes Found Iron Monument O — Denotes 5/8 inch by 14 inch rebar, marked with RLS 40361 I 60 < SF I I v 50 �O \ 1 \ I '• I \ \ +Q BOO\ / / .14.400 sq.ft. \ .° \ I OWNER: G / / ?S DWpAS C ARNDID I w° \ \ J / / \ JS \ PID:11J-100—Y4YTOJ I \ `9G Boo\ C I / / .14.400 sq.ft. I I 119,623 q.H. / / \ .° p0 114.400 q.ft. / / 7 / /1010/\ \� \ 113.559 sq.ft. 60\\ // // 114.400 sq.ft. \ \ 3 ya P I .13,559 s9•ft. .14,400 sq.H. <\ ,' \ eqo \ J 9 ±13,559 sgft. .14,400 aq.it / \ \ o \ / o \ / / \ O \ 9 \ L) /1 A 1 f- r- \ \ \\ 5 \ a \ / / 10 > ,oaa 113.559 sq.ft. \� \ 80// .14.400 sq.ft psa `\ z ,/ O I 114.400 aq.H. , /,� \\ 113,559 sq.ft. o/ \ \\ -O�� � rte�`` . �(1� B0 \ / / .14,400 sq.ft. / O BO\ 7 / / •♦♦ O 11-3.559_ sq.ft. // ,—/ <501 ' ------- Z- 13 teo� •y,5\—\ — T �� \ 50 �\\ �� , / / g0 \ / / 0 .14.400 sq.ft. > I ° <\ 113,559 sq.ft. / \ `\ \\ 0% /' / c� 3890 Pheasant Ridge Drive NE, altetoo Iherebycertlfythatthlsplan,speclFlcatlon Print Name: Thomas R.Balluff,L.s. DRAWN BY: KCM Reviaiona: MONTICELLO PROPERTIES •environmental Blaine, MN 55449 or report was prepared by me or under dlrectsupeivislonandthatIamaduly my �y� �J ®���� Signature: DIY/ ISSUEDATE: 4/5/19 1. 6/21/19 - City Comments 5. 5/6/22 Rev. lot sizes all, 3, 4, & 5 7308 Aspen Lane, Suite 114 HAVEN RIDGE et McCain •en eerin I gm g • surveying Phone: (763)4[19-7900 FdX: (763) 489-7959 IS Licensed Land Surveyor der the laws of the State of M nnesota .Y�^w.tt Date: 4/5/19 License #: 40361 FILE NO: 1644 2.9/13/19 -City Comments 3.1/09/20-CltyCommente 4.9/1D/zD- City commenta P Brooklyn Park, MN, 55428 Monticello, Minnesota PRELIMINARY PLATCari 4� aarlaonmccain.eam 5-\\UrjI 1o`�I\•1 � 1I I 1-1 m1 -Z/—\ -\1 -\*\s-\o- `\-\\-��`\1i II \ \��1\II r�-�\!�,- �-6\\-2.-`\0 _*-� ` _ -\-\v/ \— `\ 1 \ \II � \\�-I\Ij �r \1�- -''\�•\-6-\2�T\�L.-0 \-�* �\� i, v -\/J l\\,'II \ \\L I\I _ h\r\- \\1\ .\- 6\�-2.-\+0\`- � \-\\- J`1\ 7fII\\\\\L1•�`II r \ \,-\\-1v\`Av-� 1 \\\ ,�\n \I\ - '\\\J17 \1 A,\ 1 I P� 1P\/\`S/�° I\r+\m\\\\�\•\ v\\\N.�v\�\\3 ��� \�(• \,`\�\\ I`aCIu'.\n\i\\ �II \eI 1\sI �B\IsPp\sO\I \I s \\ar \� T\\I `\s°\,/\n\ \�/\e.n`\±/��. ///\/'ti/0\/r�`\ \�\ni' \ / �\ / / 2•\ `/\\^\ \ /�— I\1 / \\\ /\+,�'\`,\\/u/ ./`\� /� /\\'`\\ \• �/\/`/a\/ 4 � /\ \\\ o //i \ \�v 1'3 v�-•`\�\'t -II`III r �CzeL\I1iImIIZ/r]\I 'v '9\\rn\_•\`\_om\_\ \��`Ah\\_ \�\\\`/ \\• \ i \ \-\ \\�\ \\ \\ �\ c\ \ f�` \\e\e \ LEGEND \o\\ J`E°n\\ vG\ • E\ N\`t\ \l\ D x14,400 sq.f. ® -Denotes Found Judicial udicial \\L( \ \a n\rd \M ar k\, as \ \noted8 050 0 < ±13,559 q.ft. "/'/' e • - DenoteFound Iron Monument > O- Dnotes 5/8 inch by 14 inch rell marked with RLS 40361 </ 9 o\/ ±19,584 sq.f. Ni ` 10 ±15,412 aq.f.A °y\ <\I v tls° SNL BYE P10:213-100-242] ZVw o 25 50 \ 100 °th\±16,367 af. Q SCALE IN FEETto ~� \\\ I so so °`nt°n ±14.727 sq.r so] ° NP, 13 PID:2 3�24200 ✓//ne ±17,650aq.ft. Al ti --- OUTLOT C or°� °ge rd Utility Eamnt 30 30 (0- au of outs°t C)Z. x473,025 sq.f. R, N89°22'37"E 414.90� > `110o z IAA11fil- vv I v r1OUe r A 6 500.7 r -Drainage and Utility Ecement----- 7 62 62.0 2.0 82.1 94.6 17 962 (t° 5t+° +±1osz3 ao48$ 62 3- 7 ±12,169 qr 150 50 171 1 20,0/1 --0 x14,12 q.n. 76. 6, -2- _-- \ ng -iWz Wja1 h J .2457 87TH STREET NE -------365.2 \s9 / L-__\ _ 0/ ±5.745 q.t. ±159,907 aq.f. 10/ -----z-_--n-z- oSIIJIN Am o - 1 t 30 I OnU \ \L\O\T \ \ B \`\ \�I I I II` \\•V \ \ \ , .\� t \\v\AK•I \ \ I \\ Dr °gTd Utility E°eement B(0er °ll of 01717°t 6) x329,430 aq.r.50 6.D 62.0 I o250 .0 62.0 73.2 '36. 10 % o ------ ±16.655 sq.f. ss/^ 26 x19. 26 q.f. 5 F 0 m 179.7 20 ±12,656 q.f.2Epg 3' 40 5 6 ±10.806 aq.ft> 25 6 ±12,122 q.tt. IZa 7 ±11.723 aq.ft.12 ±10.506 q.ft.N --- ---p J L ----J L--- -A All 62.0 � 24 So 315 x12,216 aq.n. d6150 .0 ±10.6sq.fL // S 69 9 Jp 13 2 x10.051 sq.r.4 30 x1030s .ft s-J� r ` \v�\ \\\ \\\ \ ' \ \ ±10.013 aq.ft. / -\ o'\ i \ - 23 14\\ ±10,962 aaft. 3 ±10,077 a .ft. 4 1 \ / 1,\ ±10,131 aq.rt. \ \ 3890 Pheasant Ridge Drive NE, Suite 100 1 hereby tertlfy that this plan, specification Print Name: Thomas R. Balluff, LS. DRAWN) KCM Reviai- MONTICELLO PROPERTIES 10 •environmental Blaine, MN 55449 or report was prepared by me or under my �y� �J 1. 6/21/19 - City Comments 5. 5/6/22 Rev. lot sizes all, 3, 4, & 5 HAVEN RIDGE CailS • en eerin dlrect supervislon and that I am a duly Bi9natare: Af�C w lC// ISSUE DATE: 4/5/19 2.9/13/19 - City Comments 7308 Aspen Lane, Suite 114 PRELIMINARY PLAT of McCain I rve g Phone: (763)4-19-7900 Licensed Land Surve der 3.1/09/20-ClryCommen P Monticello, Minnesota • surveying FBX: (763) 469-7959 the laws of the State of M nnesota Dale: 4/5/19 License #: 40361 FlLE NO: 1644 .carlsonmccain.com 4.9/10/2o- City C°mmenta Brooklyn Park, MN, 55428 41 \ \ Or all of C) (3ve473.025 i Quarter of Section 24, Township 121, 9e / .ft. sq.ft. o --- --� ��pl}I -- -- R L517549 447.97 South line f the Southeast \\ N89°4.90 E \ II I --- ---- 1 - -�--- 414.90 r 168.3 ��---- J ,-r 1 __ Sag" Quarter of the Northwest oo7w za, uarter of Section \\\ II \ \------- \ I 1 p �I j ±8,9900agft. Qownship 121 Range 25 I I r ' 8 I� i N 500.7 62.062 \ enc-- .0 2.0 \\ f IitY Easem _-� _� 6 82.1 .a, -� r---- __.� \ \\ N II *I- t �p I I I I I I I I 3 I I � � \ ' I \ \ � � / \ \ +;,�Oje o \ � � m m� �'n• \\ � I �I " al 1 $ �I 4o hl I 6` ' 3 50 'I I * ml 1310.523 aq.ft.�/ I 7 ro// / \�j--ss * I I I &12,169 eq.ft. ` h0 8 / `\ b P T I / ±*14,112*14,112aq.ft/m . //e // ,, \ of�„ 62.0\ \\\\ \h\ \\\ 62.0 62.0 11.2 I `•� 1 \ \ TREET 385.2 NE n 555\ ` // 9 ti ,\ i - 315,745 sq.k. i s z?z;\ OUTLOT B 59,907 sq.ft. \ o / / \ � Drainage and Utility Easement �_ 85 g2 \ `\ / / \ /m (Over all or Outlot B)\ 62.0 62.0 73.2 '2 2,36 Sy\ // / 10 T %\ I AI , > 11 I/ t_� 7\ri \x� I ±329.430 sq.ft. I \\ \\ o I -- - - - -- r \ \�/ / 316,655 sq.ft• 8�� ix a 26 ) , 318.526 aq.ft. \ \ \\ 1 I 2.0 1L------- 1- ------J \` - $of of / 312.656 sq.ft, i1 r----- In ,> MI I 6 \ \ s 3* 4m �; 50 �I I I ^I 1 I I1310.606 q.ft. 25 AW \ \II H I I nm/ / /'\m,0\ moi' i' Iw NI ±12,122 sq.ft. �u � 1 C 12 J S nz.7 y ±11,723 aq.ft. ' o 0 1 \ ±10,506 sq.k. ^ o ---------- L-----) L ----J L -----/I I / / /' /' \ �\ 1611'' 315.oz.o 6z0 s3.o (�\ � / ,//,/ \ \ m__ \\N \\ 24 8 / ^ ' m 312,215 sq.ft. 1 [7 \ I \ \ \ 0 / 310.667 aq.ftt/ 1.� ..�� / ' / \ \\ q. /''J ' 2 \ \\ I 1 \\ BZ9 13 .N \ - 310.051 sq.ft. \\\\ 30 1 1 ±10,307 sq.ft. 01 3 ±10,013 q.ft.I .\ \ \ �\ 23 /� \ - 997 - 14 \ ±10.982 aq.k. 3 \ \ 11 N / ±10.077 aq.k. \ %55 �� - \ \ ,�G y\\ 310.131 sq.ft. \ I \\ I 1 \ _ \N 1 ' ±5.580 q.ft.\>� 22 j / `-- /1/5/ q.k. ±9,737 ft. 39,392 sq.ft. .Sp \ 4 ±9.689 1\ \ \ 1 11 \ . s \ I \\ 1 s qft 1 1 %'��- .,,_ ,L J,_I ^i1 '' N� •a X56 \ \ �'' \ \ - hireSo.of 85th t,e.t, t y 1 \.w m•iJJl.� �\ �� \,� \ L---- -__---\ .w line c 6sm street IdEwer 1 Monticello Town 9Road048 10.131-Z � I I /39,358 sq.ft. ^ \; ��' \ // /\ 21 \ `�. \ Document No. 390488 \ 1 1 \'/ 16 / ,/ \ b �\ ±11,413 aq.k. \ m \ C� \ 5 \ \ 11 Droi ( and Utility ------------- \ 39.561 k. \\ ell� � � ,� � � i \.o / ±10,333 ft. OUTLOT B 165.0 \ 15- rol ge Jity Easement \ \\ / \ yi ' w p\N - _ _ oyer olI or oufiot B) \/' / ,S 39.3 60.8 65.0 �l i \- - - - - - ±329,430 aq.ft. 1 \\ \ \ s i i ' f ' ±9,352 sq.ft. i �\ \ \ / /' 1 7 , Ir - 'W` .vI` 'm` J_ J_ I 1i6� \ S• \ \ ,' , / ±9.823 eq.ft. 6 5 SII i9,812 aq.tt. 's \ i'Z. 1 \ /•l 1 V V L_ ..J p \v� 13 / i 18 i 19i 20 L-----148.5-=- J ° "NS" ��3gO \ \ \\ 1 / /\ \ \ ±9,063 aq.ft. ±8,238 e I ---- -, m� Ir 310.000 aq.ft. / / / / \ Ss a\ \ I I sq.ft. 1 310,224 sq.ft I r - - - - �' •�'S �\F \fps JI I 100 30 30 ±9.745 sq.ft. a. 14 \Ss� -----J ----�a - of / \'J - 4"g."P 55.2 K ; �a South line of the Northwest \ SA ±9359 agtL // / \ 9,49 83.5 _ ,o L--_--145.0---- J hvizn 13 i Quarter of Section 24, Township 121, 9e / \ o --- --� ��pl}I -- -- R L517549 447.97 South line f the Southeast \\ --- ---- 1 - -�--- --- -�--- ` --�a e -- - r------ ` 168.3 ��---- J ,-r 1 __ Sag" Quarter of the Northwest oo7w za, uarter of Section \\\ / \------- 87TH STREET NE 1 p �I j ±8,9900agft. Qownship 121 Range 25 ±915q�oss. ,228 a 8 I� i N 145.0 3 1 - a7.9 so.o r - - - - - - 39.112 o / / 30 to I LEGEND / ' 0 d / / aq.k. M./ / ? .S \/ / h / / I 1 9 / i �i W CP 9 0 25 50 100 CCy rr / / / I / / 17 Z N o n o 38,890 aq.ft. 41 • - Denotes Found Iron Monument I ` ^,/ / I I I I + I O -Denotes 5/8 inch by 14 inch ,s. ,r< ilu. ,r. ,u. ,Iw ,u• .m. 39,269 sq.ft. ^ / 18 NI I I I to I 145.0 I a L-I--------__-� rebar, marked with RLS 40361 ( SCALE IN FEET ) 1 n >8 / /396 �I I 19 '5 1 20 0 3890 Pheasant Ridge Drive NE, Suite 100 1 hereby certify that this plan, specification Print Name: Thomas R. Balluff, L.S. DRAWN BY: KCM Ravisiona: MONTICELLO PROPERTIES Caring •environmental Blaine, MN 55449 or report was prepared by me or under my �y� �J ®���� cilrectsupervislonandthatIamaduly Signature: va/Y/ ISSUE DATE: 4/5/19 1. 6/21/19 - City Comments 5. 5/6/22 Rev. lot sizes all, 3, 4, & 5 HAVEN RIDGE 11 McCain •en eein I gin g • surveying Phone: (763)489-7900 PIX: (763) 489-7959 Y elC der the laws of the laws of the State of Minnesota Dale: 4/5/19 License #: 40361 FILE NO: 1644 2.9/13/19 -City Comments 3.1/09/20 -City CommentsP a.9/lo/zo-city comments 7308 As en Lane, Suite 114 Brooklyn Park, MN, 55428 Monticello, Minnesota PRELIMINARY PLAT nt 4� �arlaonm�aain.�om 310,051 is \ �� 4 30 I - owl 9 �\ o ol Z �- / 310,013 eq.ft. -� \ �' 23 1 4\ 310,e62 aq.ft. \ 3 \ a 310,07 aq.ft. \ 5A --' -\� y �\ 310.131 aWft. \ o1601___, -- �- I *9.585 q.. \\ue - 22 cn ------ 15 ±9.392 sq.ft. -' 4 %0\ i �i \ 39,737 eq.ft. \ %��\ \ -\ / ±9,689 aq.k. II ioN - �--/- � � ,ili.I "•`jP\moi -' \ `-'� �•� \ i96 q�'' \fib \\ �i -- �� \ 156 Z Nco --- I / /39.358 aq.ft. > \A �,% \ n / / / / / /\ - 21 \ m '7i r \\ I i I r-- ---� ry ° \', 16 // \ m 311,413 aq.ft. 5 \ < ' 3101333 sq.k. 39.561 sq.k. \ sm i i II /- � � ,u,. .� .� a a• 1 \\ 30i\ \\ ,��/ / �,------16s.o-----�- a\ \ /'J• 39.3 60.8 r- i. T I n n1 7 e I 1 `L sem\ //// 0/0/_----I r----� -- 65-D- __-- .. L_ v 1 1 v I v Y, ±9,352 sq k. \ \ / / 17 '\ 39,823 sq.ft. / I I \ 1 39,812 5 I art. I %GI II ) I ,48 _5 f 13 18 19 '61 ±9,063 aq.ft. `±10,000 aq.ft. ±8,236 sq.ft±10,224 .,.ft. -___=-- - - v_ Q 1` / / / / / 3o I I �o a ±9.745 q.8. _ I S 30 30 / vzo�m / /^\se ?� 55.2-J L------J�r ---- ----�--- -- of 3wvov / 14 ------------ ------- rz: a ,�-----/ J ----------- r----- � / a s / / 4 � 83.5 .a L 145.0 ` - of Sect' ' .R 39,359 k, / / \\ 1941 .4g„ l J North line of the Northeast Quarter 'o_ »o o - �, ,_ puarte o e Northwest 1 \ q/ // \� 93.13 J __ i South line f he of the Southeast Quarter of section N89°O6'39"E v7°qmr< ' ho° f awn 2 -- __---\�- - ------ __- _- --� -� - 23, Township 121, Range 25 _-Z6ZZ.77 s`� l 'o-, -- - �`-ship 12 - Range \ -----_ d' \\ , / \ 168.3 �- `I 1 I Rts i�.�7 y R 5 -` / ` r .v �9 ------ -----=---r - ---- .` -- J 9 -- -- ----- --- - -- �I s89'70'l 57.9 Ss.7 ;� ,0�1 e g � .o �/r / � I n - 8 I m �ay0 ^J 2 \v isa15q.feo/ // j 6.> 0 87TH STREET NE as i "I 38,990 sq.ft. i s , �1 �__ _ \ "'/ // / / \tel Ss.> L----- ia5.o __-_J ------ L--- -------- - I 166 ep, JO o ei.` \ / / , 47.9 90.0 J \ r---- F_----------- \ � J 3q 6 � I _ / / 16 / � r------, 30 30 So / e nga 26 �\ o s. \\ / / ±9,112sq.ft. m/ / to P® JA I ,Tc, ��' eqp /��`\ , ?9 J \/ / �/ / / / I I I: z 9a o \ O ryerye 1, l \J / / / 1 N/ / I `° 38,990 q.ft. Sp .s ` 3ry9 I,lu �k ,w. .s. ,il. wi. .� ,m_ .� I ` \ / / 39.269 aq.ft. ,^� / / 2 o o n I ry �7 I- -li- 145.0 J \ p \ 8 I �%\ / 18 0l \11 >8 / / / / 39.686 sq.ft. a 19 a < 30 4-----------� \ 6 t ✓ I > �_/ -I I 39,322 sq.ft.� 312,552 aq.ft. a r y ° m }y5'2 sn•K.`\ /pR9 a, of a3 1 �a w 10 � I 4 t2, l 0 ? J L ---_-J L ------J p°[P�� I t�•6�Z \ w 2 7 ,�� ���. _ roas sa.7 7sn I e 1. 1 0 1 o Typ fl w o 1 ,u. w. .,i. .m, ._ _. .. • _ - 193.1 ------\1. I „ 76. sq K, t2 a32 so. 1 T n 1 A/ n 1 I I 1 1 /� 1 `� , 'a R'i \ 1 s f I' - tya32 N \ 3 , 1 v v v v 11 1 I 1 1, I- \\ 1 014 *ZB,Z=q.tt.�o 4 J - 0 o D I � ' I so.0 � 1 I loo J o - 6 \N \ l i \ L _szz_ J � , 0 ��-�`� --�'` II go G *28,4 aq• , i - \ ,�I. 1 1 0^e°: r---� 9 I $ o \ c4 q.tt• u r a ``J- J I a s° �/ 2 agst. 2 8 p 013 5a9 l" a 1 \ 76. q o \ aq,,t• N I\ tt 1 I / / /!�_--?'I II \ *�8,2 }Z 30 3 �, 4 \ OUTLOT D I ±14.76 aq.ft. = 1 I 76 30 ow i2 4 1 �_ Drainageand utility Easement 1 ', ,� ,w< r / / I Im East line of the I m (Over all of Outlet D)Im OUTLOT FSoutheast42 '1 ±899,920 ft. Northeast ee _ a' o.o q the Daart rJ� ±91,664 s ft. of Section 23, Township p .p l 121, Range 25 °^° n •y,L°Oosos2 �°$ s C11I 2T� ��o�-'s�y ° .m 'o w\ /I �-_� _2/0 -- J ,p L8;2 13M 0 in10 i1 m ` /326.806 aq.f. 12 ±22,830 sq.ft.m Pa J2o e 3v 31 ° 4 0$ � ' 19, ♦ ° `*2 3j0 30s.0 moi'\ l w� �4e,, 129 's2 es,� b r zp / ��9q 6 ° �0 I ° ` % 1 6.4 �. n h 1 �O -1 5 X23.3 sa 4sq .Sry `t l 3? N L '�'y 3 n '�2g B4Z Its N 1 L) A n 1 EjLD « z6aa.r-- -j�v G ��---�-' s 0 I \ o? tvA Jz.p 3>.1 7 `' ° LEGEND II \ J> a\o Y a , >>.z / ° Sqg , l�7�, ee. h I M� 2,gys s OO -Denotes Wright County Monument, as noted o 25 50 too at, J\, / l O 9•rt • - Denotes Found Iron Monument ?° �- I t O o O - Denotes 5/8 inch by 14 inch ( SCALE IN FEET) - am. rebar, marked with RLS 40361 sq• \ 3890 Pheasant Ridge Drive NE, SUlte100 ]hereby certify that this plan,speciFlcatlon Print Name: Thomas R.Balluff,LS. DRAWN BY: KCM Revisions: MONTICELLO PROPERTIES 12 •environmental Blaine, MN 55449 or report was prepared by me or under my �Jp���� 1. 6/21/19 -City Comments 5. 5/6/22 Rev. lot sizes Blk 3, 4, & 5 HAVEN RIDGE Cari`ng ser n dlrect supervislon and that I am a duly signature: (f�C w lC may/ ISSUE DATE: 4/5/19 2.9/13/19 - City Comments 7308 Aspen Lane, Suite 114 PRELIMINARY PLAT of McCain I 917 g Phone: (763)489-7900 Licensed andsurve der 3.1/09/20 -CI Comments P Monticello, Minnesota • sUrveying FaX(763) 489-7959 the laws of the State of M nnesota Dale: 4/5/19 License #: 40361 FILE NO: 1644 a aonmaaQin.aom a.9/10/20 -City Comments Brooklyn Park, MN, 55428 41 / / }9.063 aq.ft I I J n L V I _ _ _ _ - - -j 310.000 sq.ft. / / /' \ ss \ \ /Jo / I 28.236 sq.k^ 310.224 aq.k. r - - - - - 1 I I m l 1 \ /a'.i°s, L I 1 1 <1 3977 v av / t ,w. ,�. ,� .a. / / . _ _ _ �1oe aq.k. � i � t J 30 30 14 / \ sa '\ 4, 55.2 83.5 1 -L45LO J T---- 3$ �� rn m / South line of the Northwest tt '359 \ 9313 -- - I '- , Norm me of the North eoat Quarter m N o o ^> / o° ,-- Quor er of S-tion 24, \ _ _ _ _ _ _ _ _ _ ,--of the Southeast Quarter of Section) N8906'39'E ^shoo / To 121. Range 2s -__-__ __ __-__-__ _ --------------- --- Ls ns a 9 9" I 23, Township 121, Range 25 --2622.77 �� ,e' =�..----- �' ;------- e� r J / 57.9 ^ 56.7 ;�_� 0� eot� o \ -� - _ 188.3 - - - o i R 49 �• o (2 \ 9 ' '/ 15 87TH STREET NE m 1 iesso aq.fe. 29,228 s ft. 6.> / .y, / \ - i/ G 1 W 66 ,?�os'o ` ---�-` \\ g Lam- 145.0 ----J -----L--- ----- a' .o .a. ,r. ,va ,4 ,va ,.. \ / / / / - 479 so.o ----- `� � 11 1, 2 a 16 / � ; / � -� s9 �� 0 1 r`` ,o. ���`\ r 9 3 \ V/ 39.112 s ft. / -I r----� ----- 30 0 f- ---- _---__-I SO 3 6 w ` J 1 o M/ / / I r 3 o' 1 / I R W o I tt 17 `v/ / I 1 Z '�°I iesao�aaft. 1 SO ,� .� >v. vl. ,r< .w< �, I / / 39.269 aq.ft. 1 / 1 o I N 1 as a / ml I of o .a L----145L -J w, s 18 19 20-----------� - > 4 29.686 ag.ft. 1 1 �I a U r° / / I 39,322 sq.ft.- 312,552 aq.ft. SQ. ,u< ,� ,� ,a< ,r< ,u< o t \1 2 30 0 - I 1 I .j60 L I I L� o sq-t1- 1 . i �\` L- 1 I \ o l 10 1 yp.c X60 ft, w I 432 a N i w I P I 217,611 a tE t2. o W 1 Joos 4>0 -J L-----J L------J II F \�o, aq.k. 2to PB�^/ '1 r,+ *2 g1160 \ o 16'f,0�� 1 ,its ,w. ,r< ,u. ,a. r. ,w. ,us ,m. �� 1 _- 193.1 88.7 -30___ __ \,q t2� IL 3 �� - �v / 2 014166 2,6,2 ag•tt. \ --- -�- i �, ! �, \ 4 ° �o•J- \ I o , d• {;3° \Nd o \ '� ---------60.o_-___\,!J 1L_s�.z_J 60 614 'l60 tt T n IA/ n1 1 1 I F) 7 ') 4 *2912 I \ 1 I V VY 1 V 5 r1 1 $ 1 to \ 7oq.tt N 1 `'•/ _ 1 \ ° ;e 660 �/' 2 aq.,t. t2?3 2 Q 124 8 , 6,0 0l a 1 54.9 j6�a tt. o z.gg0 aqw ; . 14912 g. t \. 3D 3fi sq-At' tt o OUTLOT D II II_ 2,4.776 ag.k. Pr t o I 7 .� t1' A o 1 \--�- Drainage d Utility Easement t tl __3,2 East line of the- I 42 1i -� (03899,920 sgttt D) \ w / / I Ilm R OUTLOT F Northeast aaurter of / I 5 zo.o the Soutne at Quarter �'`� � �•\ \,- ' 391,664 ".ft. of Section 23, Township o ° S 121. Range 25 Iron' mw\ ,a ��' `\ -� �/ / I azo'oso L-----J �ti• 1 0 9 13 o I B2,Q ry° I / I � o �� ry5o �a, 16p�ry�: a,° %,�k ,w. ,a. ,Ii,. �. ,i1, w� �L t /' 226.606 aq.f . ,/ / 1 2 Iv'i / -�-- �? `sd2?a ��o 00 , „� �a K2�0° Z•.i \` `\ / / 222.830 aq.k./- m� ��e e 9-1 o la�'e/ � a?° Wmry `�1I,16 'o �$� cryo O �4L '`Oar /l''jL�\ az° }3p2„zq' -1\ w)00 P ti, I> as r ' l +z��s R aq�^ �1y0�' =w9:3 42q�� �o�+ v% 1 9��. ry9^ ?o ossJ�O� 9a JY� y �� 9 ��21�5 5Q 3 i s22 ti 6.0 W 1 �� ' v \ P 32p / �2q2� 6 44a O �� p \ \ aw_ ,� ,w. ,il, wi. i 1 9 �. \ 6.4 '3 y°°� \ I \:12x88 ^ m 1 m 15 6'2 i 1 AV / wN $ 2 4 m23.3 1 M, 'O 9aS O P� ry N t '!� eP hR' I` 3> Yf b 3 n °° 4 �' I \ EiLD Z9Z6a �a 4 ----- - a - -----a \ 0 O \ QN 32p 7 W 37 / `r0 V I ^' II -s 9Y m NN az >?z =9 N o 2x rya` 1 \ 'J/ �"J' p' \ / �1h• �i p 9.I/. (J 3 I t" 3 ti� > v N j 3�J ``\ 2 1 _15 14 9.2ti1� IQ.9 32'� ;w\ 63.9 n1 r 4 JO6 m e ``�``\ j ' j0 13 X30/ R Rojv2e` oy,�s P'�of1 the 3j.0 yJm '01 it �i/'' n ° She o^ I 32.0 ` \ _ 0 6�0\ \ J2J Roh9°3taats+ I J06,030° \%` 6 2g z �6 2S \J m 43p'2 yo 37.1 32. \3l0 I I �i 4 m 3 1007.5 2 \ ET N 85TH STREET NE 23 N nz1 `� E ,209.5 37.0 32.0 37.0 OUTLOT I J`��� 1326.63 85TH STREET 1`4E w �� S89%0'07" W ros.o 2zs.656 aq.k. ,24.71 _ _ _ _ _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - N S02"07'02"W _ - _ _ - - - - - - - - - South line of the North 854.06 --973.09 Lin Ilei with the swath ins MA13-100-2f�a ---feet of the Northwest Quarter LEGEND 589°04'19"W \ e para I wo: zla-loo-z43.wa Range 25 z4, Township 1z1, of the Northeast Quarter io the I o - Denotes Wright County Monument, as noted 0 25 50 100 `-Southeast Quarter of Section 23, Township 121, Range 25 I • - Denotes Found Iron Monument O - Denotes 5/8 inch by 14 inch (SCALE IN FEET ) I rsba', marked with RLS 40361 3890 Pheasant Ridge Drive NE, yce fy p specification MONTICELLO PROPERTIES SUlte 100 I h-lb rtI that this Ian, s 6catlon Print Name: Thomas R. Balluff, LS. DRAWN BY: KCM Revisions: i 3 \/` •environmental Blaine, MN 55449 or report was prepared by me or under my �y� �J 1. 6/21/19 -City Comments 5. 5/6/22 Rev. lot sizes Blk 3, 4, & 5 HAVEN RIDGE 1 .J Caring • en ee n dire t supervision and that I am a duly Signature: (f�C w l// ISSUE DATE: 4/5/19 2.9/13/19 -City Comments 7308 Aspen Lane, Suite 114 PRELIMINARY PLAT Of McCain I gin g Phone: (763)489-7900 ensed and5urve der 3.1/09/20-ClryCommen P Monticello, Minnesota • s-ying Fax: (763) 489-7959 the laws of the State of Minnesota Data: 4/5/19 License #: 40361 FILE NO: 1644 .carlsonmccain,com a.9/lo/zo-City comments Brooklyn Park, MN, 55428 41 30 I 30 30 1 30 90.0 80.0 80.0 80.0 I I -------------------- I 80.0 80.0 r------- 80.0 - r----- , ----- --- - - - - - - --_______________ _ -____ ____ _--______ _--------------------------------------------------- ----------------------------------------- Northne of Road thel�Soup the Northeast Quarlerr o heast Quarter of Section) --------- m 3 "19 * 32.0 37.0 'n Town Road Map Document Read 23, Township 121, Range 25 Docul enc Nted ' o 'n Road Easement per Monticello Map Document No. CC C 85Tfi SIRE T IN of be at 390488 (t ) NS9'06�39"E ,'•Town Road 390488 o f of - ----- , 644.1 2622.77 -y q 1 5 t o 1; 6 to of 7 �I 249.9 o 9 1 1 f (14,400 s9.ft. _ I I 802.385TH (12,800 aq.ft. � I I I 11 - 112,800 aq.ft. r' I I I I % STREET NE -_ - -J--------------- ` --------------------- ---------------- --------- - I I I I I_____________________ 1 I \ m" O\ / I / 3 L------� L------� 110 L -----J ,01I 11 L_ ----'j 1 L------� L------� L ------J I s 30 I 30 30 1 30 90.0 80.0 80.0 80.0 80.0 I 80.0 80.0 r------- 80.0 - r----- , 9- r - - - - -- ------� r------, r------� F-------7 F I1010 29 r-----�I P 2W« "23 m 3 "19 * 32.0 37.0 37.0 *82.27e aq.ft. * 37.2__j 37.0 *21 32.0 of M 37.0 37.0 *2 32.0 1380 o f of of 2 of 3 �1 of 4 �I q 1 5 t o 1; 6 to of 7 �I al 8 �I - o 9 1 1 f (14,400 s9.ft. _ I I �I 112,800 sq.ft. _ I I (12,800 aq.ft. � I I I 112,800 eq.k. _ I I I I 112,800 aq.ft. r' I I I I ' U 112,801 sq.k. I II I I f 112,801 aq.it. f I I I I 112,801 sq.ft. I I I I *,4.495 aq.k. I I I I I I I I I ra'` 1130 O\ / I / 3 L------� L------� 110 L -----J ,01I 11 L_ ----'j 1 L------� L------� L ------J L ------J 90.0 L------� 80.0 80.0 80.0 80.0 80.0 80.0 B0.0 89.6 30 ',,30 os \ % �' 32.1 1.435.6 2��3� ^ aV 37.0 m1 �* B 37.0 3� oV 3].0 m1e ^* 32.0 2� 32.0 3��4°II --Dram°9e and Uh'ity yo 37.0 e%1°a2"a3�m4° ^ 32.0 OUTLOT G \ Pv , 07, \ q P 2W« "23 m 3 "19 * 32.0 37.0 37.0 *82.27e aq.ft. * 37.2__j 37.0 *21 32.0 * 32.0 M 37.0 37.0 *2 32.0 1380 32.0 * 37.0 -- 37.0 �- m1 1 y o o 1 2 \ 1 w I 314,692 aq.ft. ±14,064 aq.ft. Line parallel with the South line N ra'` 1130 O\ / �mI / 3 1 30�I II Imp ^ \ ,611 / / *17,247 sq.ft 2"h \\ T \ Sg00 R'120. X5.7;0 71.2 -J ISI% 48-1-J \ _ R6710 �ti In u�'1 �/ k XAINRM L CCUINs 23, Townsh p 121 Range 25n SO R B ELEMORE LANE NE 8 I EI ELEMORE LANE NE _ _ EMO 4\ \ \ s 1268.0 - - 360.0 - - - - - - r �1- X.8 RE 598 \ \ G o -----_-_-_ 439.3 I I o I R:889.7 o n % 8 i i I COURT OURT 150_1 150.0 N -7 F 105.0 __-_- _ _ 37 80.0 800 80.0 80.0 I 30 32} _-__-1r__-_-___, 0i30r__I_ _ 0il 4 ° 76 wu 110 10I I �A airy' 327.aa3 aq.R I I I I I I I I I I I I II � I II I I I �: •� \ R'120 - b o 30 $ I I I 314,881 sq. k. I I *13,936 aq.ft. I - I ^ I I \ 00 / \\ \ Cs18 22 h21 20 01 19 I IN,3,8„ q.ft. \I- L _--_150. 6 R 3z zoo OUTLOT F±,2,000 aq.ft. ±,z*12,000 aq.ft±12,000 sq.ft. 35 ±16,555 q.ft. \ ±91,664 aq.ft. 1 21 0 101 / - - 1 318.623 aq.ft. \ des \S .J / N n/ � -_ mI I I � -1 L------- L------� L-----� , � / �' �/ 2 ora; _ W 29 / II \ /kA age /> Utility Easement L____ -J L -----J �Q / /M I ±11,709 aq•ft. ,{. ".' /r l I���-� �\��- -\ I 35N ±13,201 aq.ft. L - r I/ - I /11, 80.0 80.0 80.0 80.0 68.7---\SD-o .rt tf ✓'m I I / 11 ----�� I� // \ --'r1V gbh / 0-0- / �I ---\ / 7R=75.0 R<120 1 7 n/ 5 -- ,I / b / ±14.911 aq.k. ti 0 R b�" a- Fe .� \ \ ±14,052 aq.ft. / , , _ n I �� J / 3 \�- `- ±11,709 aq.ft. �\� { / \ mss / ho ��• h y `In rn pp [E12,882 aq.ft. /-\- Zso-o16 ° l -_-\ / ✓ �� /' \ i g0 �•� \ \\ \\ / \ /`\ /�^ / --- -- � / I/ I --- �� /' \,�� roti ±1z914 q.rt \\ \ 4\ / - 18.52 q.ft. ` 4 b OUTLOT H % �110, .,a °o ±,,.709 aq.ft. ±59.762 aq.ft.O15 27 . 4'9 ±12,100 sq.ft. \ \ 00.6 / \ \\ ±13,034 sq.ft. % / \�S010 14 \ \ V / \ / \- / I 9 /ILS � 1 ±12.199 aq.ft \\ \\ / 105 / // \\\\\ /f <\\ 5 \� / ±1'3,415 sq.ft. 2T#y^/ _ 106.0 138.0 106.0 \A 69 �y \ S o'� / \ \ / ' \ \ ±11,709 aq.ft. \ / I \ / \ \ 26 \ \ \ / 00 / \ \ / I / 37.0 32.0 37.0 37.0 32.0 32.0 37.0 37.0 32.0 37.0 BS, 13 \\ s%° \i" \\ \\ ±,3.D51 sq.- \\ ��;' \\\\,S,o �w '�,S o /�I so r e16 w $ e17 x r18 \ ±,2.718 s.ft. \ \\'r\S/0? ^ry/ -1.- / \ a �" $ m o m e 9 \ /0, /" ' \ �o / '<r \\ \\ / ~� \ / I -� m1 "2�� 3� �1 . 2�. 3� _ 4 ° E1 °.2°" 3° h \ I So \10 6 10 ±,1.709 qft. ±13,016 q'kI , �* 41.2 44.125 200 37.0 32.0 370 ±11,995 sq.ft. 2 26.4 37.0 32.0 37.0 20.0 37.0 320 32.0 37.0 \\/ "110 48 < / \ v ep9// \ \ 24 \ \ > %o P \ \ / / \\ \�B \loan EILDON DRIVE NE / \ \ \ \ / , `1- /\ \ ow \ \ / eb ry / \ \ / °' 457.8 •O 50 ±12,234 aq.ft. \ \ \ \IJ / <\ 50 ±12,960 aq.ft. 23 ±12,217 aq.ft. / \ \SO $ i\ �\ 2,3 ±12.179 aq.k. �\ \\ ^�\\ SOO o \ 0 \ ±,2.070 sq.ft \\ \\/%\ \ \\ \\S I \so 1 37.0 37.0 yo' 37.1 32 6 os \ % �' 32.1 1.435.6 2��3� ^ aV 37.0 m1 �* 32.0 <2� 37.0 3� oV 3].0 m1e ^* 32.0 2� 32.0 3��4°II 37.0 or ^II yo 37.0 e%1°a2"a3�m4° ^ 32.0 32.0 \ Pv , 07, \ q P 2W« "23 m 3 "19 * 32.0 37.0 37.0 M20 32.0 * 37.2__j 37.0 *21 32.0 * 32.0 M 37.0 37.0 *2 32.0 1380 32.0 * 37.0 -- 37.0 �- 32.0 106.0 37.0 -' os \ % �' \ \ \\ \ \ \ ,,Ito ±12,679 ft. \ �\ \�-' sq. 50 \ \ Pv , 07, \ *12,081 sq.ft. \ \ // r1, / , 867.8 \ 5.5- 52.321 \ - 873.09 Line parallel with the South line N O\ / 10 ofthe Northeast Quarter of South\ Quarter of the \ 01 \/ / \ \ \ \ / / \ �� \ef In u�'1 TNWMA R k XAINRM L CCUINs 23, Townsh p 121 Range 25n \ \, � < 30 \ 1 s ±12,105 aq.ft. \ \ �o /O"S \�' \ 2 \ �\ / h t0 a0� PID:21J-100-1J4f0i LEGEND 312,679 aq.ft. \ O r7 O Denotes Wright County Monument, as noted 0 25 50 100 11 \ • Found Iron Monument 20 \\ / y6b// ±11,990 \ / / \ \So / + i -Denotes ±12,150 sq.ft. \ sq.ft. , \ �9 \ //A \ \ / < \ \e / 6,� o� 0 - Denotes 5/8 inch by 14 inch (SCALE IN FEET ) \ / V A2 \ �! gAV // o°e a_Im 1 rebor, marked with RLS 40361 389etheaaantRldgeDriyeNE, SMltn 100 1 that this Ian, s tlder yCe p pe Print Name: Thomas R. Balluff, LS. DRAWN By: KCM Revisions: MONTICELLO PROPERTIES 14 Caring' �� •environmental Blaine, MN 55449 or report was prepared by me or under my r rep as my dlrect supervision and that I am a duly �y� �J p���� Signature: ISSUE DATE: 4/5/19 1. 6/21/19 -City Comments 5. 5/6/22 Rev. lot sizes Blk 3, 4, & 5 HAVEN RI U V E McCain engineer in • surveying Phone: (763)489-7900 FdX: (763) 489-7959 Licensed Land Surveyor der the laws of the State of Minnesota .(i�tw,.w.lC may/ Date: 4/5/19 License #: 40361 FILE NO: 1644 2, 9/13/19 -Cit Comments 3.1/09/20 -City CommentsP 4.9/16/z6 -city Comments %,30r) ii$ en Lane, Suite 114 Brooklyn Park, MN, 55428 Monticello, Minnesota PRELIMINARY PLAT Ot 41 .carlsonmccain.com - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ---- ---- -----------' --- ------------------- -------------------------------------------------- �, 90.0 ----- ------ ------------------------------ Road Easement per Monticello 'R To- Road Map Document __ North line of the West Half of the d„r `CT 'rL Southeast Quarter of Section 23, 185TH SIR Lr Township 121, Range 25 / u� N89.06�39"E 2622,77_y ll Road Easement o Mon ice o `- Town Road Map per No. � 390488 / c 85TH SIRLGI ia�. _ _ - - -, _ �a s' No. 390488 and Utility-- Easement I I 802.3 I �' I I I I , 791.8 r SETH STREET NE p � r ----- 85TH STREET NE -- _ _ - � I� Lj b - 0 3 �I Ila 14 w 15 - I I I 30 33 I 60 75.0 80.0 75.0 90.0 56.0 161.9 96.6 r------- 75.0 91.6 --- •�- F------ IW �a 110101 and Utility-- Easement I I I Iz I �' I I I I I I UD p IO ^ \ I� Lj 1 Q I 80.0 75.0 80.0 75.0 90.0 56.0 161.9 96.6 r------- 75.0 91.6 --- - Drainage I F------ / ( ' 110101 and Utility-- Easement I I I I I �' I I I I I I I I 28 E P E ° I"w ^ \ I I I I I I I I 1 1 0 3 �I Ila 14 w 15 I 16 a I Ito �1 17 18 Ito {� 19 I o e 20 *19,565 sq.ft. I *13,355 aq.ft. ±12,000 sq.ft.1 -1 ±12,000 sq.ft. f ±12,000 eq.ft. f ±12.000 sq.n. 1 If ±14,400 eq.k. / s ±12,801 sq.ft I I q•1t. I I II I I II I I II I I III I I L I Im1ol L------ I I II II L-----iJ II I I L ------J II I I L ------J I I I L ------J L ------J L ------J L ------J B0.0 ------J 80.0 80.0 80.0 80.0 80.0 89.6 90.0 80.0 13 / ±za,7se sq.k. \\ \\ J `----- Q,DI L -----J J -----J L -----J L- L-- J \ \ 21.3 48.7 75.0 75.0 75.0 75.0 75.0 90.0 90.0 d' wl 30 1 30 90.0 80.0 80.0 80.0 80.0 80.0 I - 10. 80.0 - - 91.6 --- III 29 1010 I I I I I I I I I I I I E P E ° I"w II I I I I I I I I I I I I I o of 1 I of 2 �I 0 3 �I p 1 4 �1 o 5 o` I 6 to of 10, 7 �1 of 8 -I f 0 9 f ±14,495 61 = *14,400 sq.ft _ I I *12,800 sq.ft I I ±12,800 sq.ft. _ I I *12,800 sq.ft. I I ±12,800 sq.ft. �' I I ,i- V ±12,801 sq.ft. I II 1` *12,801 aq.ft. I I ±12,801 sq.ft I I q•1t. I I II I I II I I II I I III I I L I Im1ol L------ I I II II L-----iJ II I I L ------J II I I L ------J I I I L ------J L ------J L ------J L ------J B0.0 ------J 80.0 80.0 80.0 80.0 80.0 89.6 90.0 80.0 30 i`,,30 I w Iz w nac III WryC1voo '� II W w �I W o°o -� 1130 1 30 I I I \\ I e R ELEMORE LANE NE M I � \ v' 6O' j M . -- 439.3 6 � / /,-__-_-__ 488.7 0 __ � I __ I E z° � I ° o �% Q oo LV \\\�\\�/ 6 �ry^� -----_--- 30 30 ------------ ------------ 30 n /ps 52.5 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 05.0 50 1 32 1--�1010�---- 1 r 1 r r 3b 150 0 _ ----- ---7 F------�--- 12 ---� F----------�------------� r- --- 1 1 I ±15,006 eq•ft, / 6 i/ 110 101 1 13L P j vq i I al 30 W I 1 a *14.881 .,.ft. ±13.936 sq.ft. IrL---_ -11418- .3-. 1 . iII i I I o 1 19 18 ��„ -_-_23 22 ±1z,00 sq.ft. *t2,000 aq.ft �1 .DDQ q. -_ _o- 28 _ 27 o ±1226 21 20 *,2 k. .811 aq -----------1 m 25 ±12 1 I ±17,466 ,*ft. ±tz,aoo q.rt. 2 .000 sq.ft. ±1z,oaa aq.n. ±12,000 q.ft. 1 Iv000 9.ft. h*12.000 q.f. 1 30 S0°oer 010 11010 L-31 J±0,120 q.n. --_--- -_ �I I^ -' \ II I °o'mw 11 I 0 /y h\ �2 6033 29 *11.70 �et�q / k tility Eos ------J --- Lo--__---- -- *13,201 q. 148.3 ----------- L -----J so.o eo.o eo.o aoo 0o aao.o 261 -80.0 j --- 7a----- , r 1-- - -----_ Al 0 _ 7 10 ^' I \ I 9 *14,052 'k. 3 ±11.118 sq.ft. 29 *11,709 eq.ft. L---1aaz *13,842 q.ft 28 *1z,eazeq.ftmIle l°s r------------� L -----150_0---J 16 1 I ±12,914 sq.ft. -D 9 0 1 OUTLOT K ±11,857 aq.t. 4 ±403.385 sq.ft. ±11.709 sq.ft. 30 15 27 L- -,2 2,100 aft. q. -_---J ±*2.000 sq.ft. rlI III � / / I/ _ � L----_iso_0-_ ,' I ,±0s1\P�2O \1`v9� 9 qnn/ego /\ �,.� / �* 0VA•/\ // �\ \\\ \\ \\ \ \s�o \ / /m/� / �I 4915 d sq.ft.f.I ------ , . 5 ±11,709 q.n, z$ a; ±11.856 sq.ft. Is 26 ±13,os1 sq.ft. SV 0 'o �8.2 xo 31 13 L- 14 ±12.000 sq.ft. ±12.718 sq.ft. L-----1soo 6 1025 \ ±11,709 sq.ft. \� v Q- ±13,016 sq.ftl / o , ` ±11,995 sq.ft. r---------- 7 1 acti �\ \ 12 ±11,e5a eq.ft. a o / \ \ ±12.578 eq.fa \\ \\ / e /'� \ \\ \\s e 1 e ,?9F / \ \ \ \/ / eo'/ \ \ \ \ o �y s \ \ / 's fag m 32 0 °� \s� / 24 ti F / I L-_--_1,28_2 \ / - o n \ / o o.a \ w > / \ \ / \ \ so \ -----J I ±12.000 aq.ft. / \ \ ±12.234 aq.ft. I 1 \ \ 6 L-----,54_Q---J 32 /'/ \\ \ 23 ±12.960 q I o 1 r---------- a / \ \ / \ \, ±12,217 sq.ft. \ \ / \ / ^ \ \ ±12,578 sq.ft. \ / \ \ \ \ 'Lt'/ �\ \ \ \ /' ^ \ \ o 4,/ I I 6 i 1 e s / \ / \ \So $ ±11,as2 eq.ft. m i m � /' \ \ / /� 22 \\ \\ \ /' \\ \\, o \-' ±12,179 sq.ft. \ , � , \ o I 33 _ 33 I 60 m ow° / \\ \ /���' 60� / \° \�. _+ \ \ //�, IryNy \ \S° L - - - _ _ 148 1 I >, / \ / y°j�¢�9 / \ O ±12,070 sq- 10 - �\ I - - - - - J ±12.000 sq.ft. o... 1 0 \ 9 0 / -\ L o. / ro 0 --------- W 9 --- ±12,719 eq.n. \ dN I� L-----isoo--- / \ \ 1) / \ so\oso, \ z m \s z.oe1 q . 7s q _ \ < \\ o \ 3a rysti^ \\ \�s ±1 a .k \ \ /e 0 ry , \ \� ozfi a LEGEND d ----- \ 21 \ f ' \ / / -� Lt,�°% • - Denotes Found Iron Monument I LV ------------ 5 / \ \ \ I o 5 0 / \ \ /� /^\ \ \ \ / / \ \ \ \ \ ;Q y \ \ /'\'` / / \ \ ±12,116 s k. \ / oti 'L^ / \ % / \ o O - Denotes 5/8 inch by 14 inch oaO ro ±11,850aeq.ft. m I 31 I / \ \ / e / \ \ q \ °\ / 6 9 / \ \ 1 0 \ \ / I / \ \ 'Io rebor, marked with RLS 40361 nage \ / 0B/ \ \ , \ o, \/ / \ \ P'� I _ LDfllity E - or, o 34q /' 9 \\ / / \ \ 30 \ sc, ±,2.105 sq.ft. \ \ -'5 �' \ 2 \ \ ,I -�; i4a.1 ----o L I ±12.000 sq.ft. ±*2.719 sq.ft.. \ / \ tig^ \ \ \ \ eo /^\ \ \ o\ o _Drainage and 32 ryry0 \\\ / \ 11 \ \ \-/ �'1 j' \ ±12,679 aq.ft. \� N 0 E r= --1 u`IIty Easement o \\ \\so / \/ \\ \ \ \ \� \\\ \\ I o iso.o--- °e / \ �z /ra / \ 20, \ xs / 1 I o m°'.y/ \\ \\ /�^' 4/ /�\\ \ ±12,150so.. \ \v/ ±11.990aq.ft. < \ �e / < ±11,848\ \ > \ / 3 zs so 00 ary *,a4e sq.ft. I _--- \ \S ±12.67935 ±12,583 sq.f. ------ 1481- J ±11,600 q.n. 12 0° h (SCALE IN FEET±12,853 sq.ft.la ) 3890 Pheasant Ridge Drive NE, Sallte too hereby tertlythat this plan, spetiFl atlon Pnt Name: Thomas R. Balluff, L.S. DRAWN BY: KCM Revisions: MONTICELLO PROPERTIES 15 •environmental Blaine, MN 55449 or report was prepared by me or under my �y� �J 1. 6/21/19 -City Comments 5. 5/6/22 Rev. lot sizes Blk 3, 4, & 5 HAVEN RIDGE Caring •en ee n dlrettaapervialonandthatlamaduly 5i9natare: (iia �' SSUEDATE: 4/5/19 2.9/13/19 -City Comments 7308 Aspen Lane, Suite 114 PRELIMINARY PLAT of McCall 1.w I gin g Phone: (763)489-7900 tensed Land Surveyor der 3.1/09/20 -City CommentsP Monticello, Minnesota • surveying F- (763) 489-7959 the laws of the State of Minnesota Date: 4/5/19 License #: 40361 FILE NO: 1644 .tarlsonmccain.tom a.9/1D/zo-City comments Brooklyn Park, MN, 55428 41 I o.4 -— _ — — —_oJ 148.1 .vocE;, Dr ±12718 qiL\0 ' \ \ /\ \/ 679 k \i /\ Mc:Io O-pl ------•�1_ - F -- ----_—_--- uua 32 v \/\ I112, M / \ 20 111,990 aq.f.±12,150 [F sq.ft. \ j/l— /\ e/ 4 fi'/I 3el na,qc sq.ft. a 35 O ±12,aq.ft.111,848 O 14 111.80 sq.ft. 112.583 q.f. >8 --- --7 - 19 ±12,853 aq.ft. \\i//` \J /\ -- -— L— � 2,205 aq.ft. \, \_\\^/_\ \\' 4 —1-0.0 12679 ------— \��Q sqt 22 \411,846 q.k. \// ±12.918 sq.ft. \/ 32 / L----_1487 _ 36 ±11,200 aq.ft. ±14,130a f 18 / \9 ±12,132 aq.ft t \3a MIML r— — —_--— W --_ —1401 //h ' (O o dNM ' rote ' 14 V sqI :- o- tNMn_n�Pp ono ----------, 0 ,___ \^t\6� /.�\ fill KQ±12,860E z1W�ZW1 ±11.844 sq.ft.2 O I � o, \ \ . 25 L 73� —_— ----- ---_—J ' III1III1QW 22 ±12,706 qH \/\_-\ •/\ 112.738 q.f 1 \ \/W 33 1 60 L---- 144.0 hG\\\\`.y VS /\M I ±20.314 q.H. \ \/ �ft—_----------- Ir i 138.r \ , >15O f r-------___- /\/0;\ t12,849s t /\0 p ±13.32q,f. m 17 ^`� zId I \/ 0 \ ±12.461 q .ZO p L—_---_---_-- 11I 30 i ±1,642 aq.ft. 30 31 5 /' S\Q \\ /\' .o \ N c 148.0 If ±13.844 sq.ft. /S—\// 3x4a ELEMORE W L_— 151 zNE 16 / \ -I1 -`.I1I —238.0 —r------- /� ±14.804 sf 9 II �\ ±12,45sq 39 / \v 0 148.0 r ±10.932 sq.ft. , 0 4 —\/o �i //\\\_/ \ l\ � 1297 \1 \ ---SNm3racavW - -o-�-- I1 nno--- o —_ — F i 30 30 L— 1511 � ±13,968 _\, _\ sq.ft. �_ /\ _}/ ----- — —__--_— — -— -- ---_ -.- -- -li—--`I -m— -�— 27 _-- '116.4 360 ANE N 10 b , >1 '±13,472 sq.ft. Pwerlne /10 1— 9 ±11,806 aq /6,js l-DocmetEasemen 7pend No. 23357 I 150---- \.S 3 Im signetl per Doc. No. 732312 ---_ 477__ ^♦ 114,359 aq. / H/ I _ -- -- ' —\ ±308.432 qft. ±11.327 q.f. p h/ / 1 kJ�4VI 1s2J26 \% �L. / ±12.772 q.ft. / w ,g 111,936 q.ft. -------- % /1D / ±13,653 .It.I0/ ±13,139 sq.ft. /- 5- V //' 30 �/ aD<� �_. I 2 434 q.k.±,2. \♦/ + ------ . m_—. — 54 25 158.4 azz 153.4 — ----------7 ±11,919 aq.ft. ,s�/ CS/?6• C,) 1\ IIJ\ z1 I0I1 ------___ T3 ♦-- ±12,467 q.ft. \�IJI ±15.903 q.k. I ZooW �7 24 L ±11.674 q•ft. j 25 ss 30 ±18.484 q.ft. III 46.0_— 324 4 `I� ±12,156 Utility Eset mL-1 q.ft. 2 ' 6p ±18.388 aq.ft. 100.0 3 0.0 - 23 I \4il � 0 a9 o. sq.ft. Jm �\/ •I ,� p/°4r 112.5UtilE 100.0itYasemn±12.254 \1 �\ p 0 _tDcinoa —153.5 2_1 �i\/�� _ "ry24 ,f OUTLOT \� 3 K ±18,714 sq.ft. > -- a ±12.249 sq.ft. ±403.385 ±16.013 aq.ft.5 ^ 4 11 II I I q.f. ±15.000 aq.ft. \,e° I— ±15.000 q.k. �I 21 722 aq.ft. o —/ 0,113.031 \ 06 . 00 sq.ft. ±17.504 sq.ft. - \J —,7,L 6245 aq.ft.±,2. /` /\ 23 J-"♦ /. ±18,714 q.f. \ I- 10 17 I L----_ 1522— N _/ -- . 21 215.1 11 ±,2.767 sq.ft. ------ /\\ / / _ 4402 EISELE LANENEn93.4--_24.6 E _ // �10 22 M_` .1 160.7L_153.4 I _—__—J 7 ±,2,245 aq.ft.45 119.303 aq.ft. Iom� --- LEGEND L 8.1_--3at ;a/y` _E _ � 20 o 25 50 100 • \/ -Denotes Found Iron Monument 21 _ , 7 ,I 30 30 `_ ±12,465 aq.ft. 10.4 _— O SCALE IN FEET -Denotes 5/8 inch by 14 inch 1i9,nz 9 tt rebar,marked with R 40361 -'- \ _30 --_ 20 ±18,635 aq.ft. f \\.�— / •environmental Caring •en eerin 91O 9 3890 Pheasant Ridge Drive SoltefO. Blaine, MN 55449 Phone: (763)489-7900 NE, Iherebycertify that this plan, specification Print Name: Thomas R.Balluff,LS. or report was Prepared by me or under my �y� �J ®���� dlretsupervisionandthatIamaduly Signature: Y�^�ea 4 DRAWN BY: KCM ISSUE DATE: 4/5/19 Reviaiona: 1. 6/21/19 - City Comments 5. 5/6/22 Rev. lot sizes Blk 3, 4, & 5 2.9/13/19 -City Comments MONTICELLO PROPERTIES 7308 Aspen Lane, Suite 114 P HAVEN RIDGE PRELIMINARY PLAT 16 of • aUNeying McCall Fax: (763) 489-7959 tariaonmttain.tom ensed andSurve der the laws of the State of M nnesots Date: 4/5/19 License #: 40361 FILE NO: 1644 3.1/09/20 -City Comments a.9/10/zD- City commenta Brooklyn Park, MN, 55428 Monticello, Minnesota 41 -1-- -----1 0� ml 6 -✓� i - ,00.0 - JI -----I r-------- 412,245 sq.ft. !� 23 I318.714 sq.ft ,00.o-- I v I I ----------- -- 1-52-_2 1 _ _ ._ -- -- .1 -- 11_3.621 32 0 312.767 q.k. ------ \ ISEE ANEEz --93.EI 24s 53.4 160.7L-,-- -_1- _J I oE 227 319.303 sq.ft. _--__o°n 45 r- - _- ,I 312,245 sq.ft. an \ 1781 I o 30 30 O It =_ ofy 15_0Zt312465 of. ±19.772 sq.ft. 21 20 II f - --W 10.4 - ±18,635 sq.ft - -- -�'" W 1 by I Ir - I N � /±20.1141 q.fit. 312,110 waft. W14f rL-----152.319 o N F S�/o/ m ±12.541 sq.ft. O ----------1 \ \ 19 M 1 154.7 8'5 30 --1:4------�--- 9 2794.5 84.nn 0 10\/ \\\\\\ ±18.884 sq.n. //� ry^,ry / --------�• - ------- r- I 313,002 sq.ft. , -- � 94.2'inagand / \\ \ \ \ izo.� sq.ft. I J se 5 utiut Easement J 18 - ` I I 1 O 1 ' 1 15�. i'\ ,92 ° ,00. and --` _ _ _ _ _ _ - -aq.ft. a� 1 11 ±15'000aq.ft. 1 �� \ e. of°� se _- /�`pe \°'a \\ _oroin 91.8 - s5 6 �ta,tY \ r - 1 1 \ 7 10 , 17 o y Ease enc ' 11 16 m\ \ 317.023 aq.ft. r \ \ 1`� B \ \ \ \ \ 312,874 aq.k. / 0� of 1 316.332 sq.ft. o 5 ,5 32 15 3 \ ` 4 - fi �\ 1 316,417 q.ft. 1 1 \ \ \�° \, F, 5� / \ ±17,710 sq.n. 14 �; y�0 / h36// / 1 q. 1 1 o°sl 1 317.066 ft. �11J11 YJ 10. / ti s^P17 YY' ±18,208 sq.ft. 316,601 ft. n o,o 12 06.6 o/ ±16,188 sq.ft. ±17,159 sq.ft 4 317.328 sq.ft. o 314-1j g16 s l \\ s --J L 16 > \ 1 26.4 ----- - ,55 -� 69.4 \ \ 5 \ \ ,�es°ty� - , L---__-'' / 92.0 17.31 �i 319.523 sq.ft. // //\\ \ I E 110.6 105.0 9 r_____--�---- ��\\ \ \\ \\ ±15.477 sq.ft \\ \Jj���l�',ry°� I I I I --- LEMORE LANE NE j 1 ' I I 1, I 1 I Northwest corner of the Northwest Quarter of the 27 , / \s -tomit _-- 137.0 I ��, �� ''� I I \ 0\ \ / \ 27 I I /^� r,� o/ / --R.-- 5 121.7 _/� n', n 6 \ , 11 II \ \I \\-�-- t ; L I I South line of the Southeast I I R6225.0 / 1 , 316.885 sq.ft. \ I n �s \ 90 \ / / - / / 15 / / _ 95.4 r - - - � 89.a i �, 15 15 I \ \ 1171 8 0l I 315,403 �I \ \ \/ � // // ±17,257 sq.ft. / , - - _ I I I I 41.6 1 f _�-47.9 I , -' , 1 r \ \ I A oI I .7 sq.k. 314,285 sq.ft. "'I I \ 1 > \ / I / `1711 ±14.451 sq.ft. r 0 \ 1 O 0 v=. 14 I 317906 sq.f. .1 I I I I I 1'>, ±,5.290 sq.ft. \\ seay11 �oLO= -eo a E 13 g3 -------41.48903 12J 4.4±15.257 0 q.k. ±16,926 q.ft. 316.113 q.ft. < 3.4 1 y ----J L Drainage o 95.4 I_t1 Utilit=Easend I a m I 278.5 _ -eat __ 120.5 _ I -' '1 L � "'.5 �� m m 67 1 J� i, ,, a 1 I I I I --- I I I I I 1 ' I I I I ; I Northwest corner of the Northwest Quarter of the I 1 -_I Northeast Quarter of Section I 26, Township 121, Range 25 I I /^� r,� n nl �� r 2 5 I n I I t ; L I I South line of the Southeast I I i I I I Quarter of the Southeast __ I ; � I � 1 I / 121, Range 25 Township 121, I � I 3890 Pheasant Ridge Drive NE South line of the West Half of the Southeast Quarter of --Section 23, Township 121, Range 25 OUTLOT L ±1,126,44 sq.ft. / Suite 100 1 hereby certify that this plan, specification Print Name: Thomas R. Balluff, LS. �DRAWNBY: KCM Revisions: ��w_((�w-��.MM■■• •environmental Blaine, MN 55449 or report was prepared by me or under my®���� 1. 6/21/19 - City Comments 5. 5/6/22 Rev. lot sizes all, 3, 4, & 5 •engineering Phone: (763) 489-7900 dhect supervision and that I am a duly Signature: .(f�t...w.lC vim/ ISSUE DATE: 4/5/19 2. 9/13/19 - City Comments McCain I survey in Licensed Land Surveyor under 3.1/09/20 - City Comments Y 9 w (763) 409-7959 the laws of the State of Minnesota Dale: 4/5/19 License #: 40361 FILE NO: 1644 4. 9/10/20 - City Comments carlso t t -LEGEND- Denotes LEGEND-Denotes Wright County Monument, as noted •- Denotes Found Iron Monument o - Denotes 5/8 inch by 14 inch rebor, marked with RLS 40361 MONTICELLO PROPERTIES 7308 Aspen Lane, Suite 114 Brooklyn Park, MN, 55428 N i f /^� r,� n nl �� r 2 5 n Iv ,� t_ L I South line of the Southeast / Quarter of the Southeast __ � Quarter oSection 23, 1 121, Range 25 Township 121, I >u< / i N i 0 25 50 100 ( SCALE IN FEET) HAVEN RIDGE Monticello, Minnesota ID 17 PRELIMINARY PLAT of 1/411 I I I I I I I I I � t z 1 1 I I S1 °•53 ANE CWCORNEIJUS PID:213-100-261201 I 3 I r tory I o r I r OaN 66 I of a I thetNlorineast Q—tre ralmef-- h Northeast Quarter of Section 26. Township 121, Range 25 +iu 33 I I I I I `' I I OUTLOT L South line of the North Half of I south line of he southeast 17 it j- of the I I 'u` 'u` 'u` South line the West Half 'u` ,w� ±1126,144 s .ft 't` 'n` 'u` 'u` 'w` 'w` g "` '0i' J` / the Nor er of euartter of the _ Quart of SectS..th.as >w Quwns rip I Northwest corner _Northwest Quarter of the 1 of of the Southeast Quarter of --Section ' r 1 an9e5 To 21 R J. -- -- �' Northeast Quarter of Section i 126, Township 121, Range 25 I i 23, Township 121, � Ran 25 9e —__—__—__— yC—__—__—__—__ _____-___ � __ -- _- - , I — I I — — se9*01'5355'W Midpoint on the West line of I I the Northwest Quarter of the33 I rNortheast Quarter of Section �\ , 26, Township 121, Range 25 \ East line of the Northwest Quarter— I of the Northeast Quarter of Section ' , �V 1� [) A h 1 /\ r- /� r 26, Township 121, Range 25 L yl I I.D I I N I i I 'F! N II LEGEND I \ Saatheast gamer of the Northwest \ • I W (n I N OO - Denotes Wright County Monument, as noted Qection—ter of 26, the TownshipeQ.crte121, Ranger 2f I I I I i \ • - Denotes Found Iron Monument 0 25 50 100 33 1 ( JJ I I O - Denotes 5/8 inch by 14 Inch I -bar, marked with RLS 40361 ( SCALE IN FEET) ( , 3890 Pheasant Ridge Drive Suite9100 NE, yce certify p specification I hereb rtI that this Ian, s Flcation Print Name: Thomas R. Balluff, L.S.LS. DRAWN BY: KCM Revisions: ONTICELLO PROPERTIES i O 8 Carlr_vyr■■ S • environmental Blaine, MN 55449 or report was prepared by me or under my dlretsupe islonandthatla /�j �J p-/' 1. 6/21/19 :City Comments 5. 5/6/22 Rev. lot sizes all 3, 4, & 5 HAVEN RIDGE 1 en nee I gin 9 Phone: (763)489-7900 aduly Licensed LandSurve der Signature: YwlC �y� ISSUE DATE: 4/5/19 /13/19 City Comments 7308 As en Lane, Suite 114 P PRELIMINARY PLAT of McCain • sUNeying FaX: (763) 489-7959 the laws of the State of Minnesota Date: 4/5/19 License #: 40361 FILE NO: 1644 3.1/09/20-ClryCommen 4.9/10/20- City commants Brooklyn Park, MN, 55428 I w 41 ariaonm�aain.aom I i "v � \ T /1 IA/ h 1 / 1 1 �) 4 e) 4 I f 1 I r I L y (rJ l ��oaD I ll/est line of the Northwest @Quarter oft Northeast he. wl. .w. ,w. ,u. wl. w� r rn C) r I I of Sec Hon 26, iQ wnship 121, Range 25 .-ship O N O I 13Ag.6 W p6 z 1 1 I I S1 °•53 ANE CWCORNEIJUS PID:213-100-261201 1 3 I r I I thetNlorineast Q—tre ralmef-- h Northeast Quarter of Section 26. Township 121, Range 25 +iu 33 I I I I I I South line of the North Half of the Nor er of euartter I I nn tQ Northeas26, Section T.— REMOVE PAVEMENT & CURB & GUTTER AS NEEDED TO INSTALL WM EX. 6' WIN REMOVE STREET J1 REMOVE STORM SEWER I I I I I � SEE RIGHT ���. � \°'°�•��\ SEE LEFT FENCECT EXISTING \ \ I REMOVE STREET u �+ �` \ --Z -ell . \\ G \ X I STORM SEWER I \ \ CROSSING REMOVEI IXISIING %4 \ I FENCE n\ II \ \ REMOVE EXISTING l i \ w, "° \\ a. \ °'• I , \ "+ GRAVEL DRIVEWAY I \ \ I \ \\ J \ I r� I REMOVE EXISTING FENCE z ( _ I REMOVE EXISTING I I \ FENCE I / --j REMOVE EXISTING FENCE tk \ 1\ I REMOVE IXISTING—'�I � f - FENCE PROTECT EXISTING FENCE R N XI FE "Min EXISTING .I REMOVALS PLAN LEGEND EXISTING REMOVALS I\ PROPERTY LINE „ BITUMINOUS lI GRAVEL --------------- /CONCRETE REMOVAL 0 i BITUMINOUS REMOVAL I� BITUMINOUS REMOVAL SAWCUT-------- RETAINING WALL REMOVAL - - FENCE REMOVAL - - / HYDRANT YP GATE VALVE W W LIGHT POLE Y.ox A ELECTRIC BOX ❑ SIGN TREE '{ SEE TREE PRESERVATION PLAN TREELINE rYYY1 FOR REMOVALS N 0 50 100 200 IN FEET ) BENCHMARKS 1. Minnesota Department of Transportation Geodetic GSID Station No. 93813 (MnDOt Name Golf). ELEVATION = 974.53 FT. 2. Minnesota Department of Transportation Geodetic GSID Station No. 93803 (MnDot Name 8605 S) ELEVATION = 966.55 FT. aam rooge .n- Revlamns: 7.5/6/22 Re . - for Blk 3, 1 u s D E N A LI INVESTMENTS i 9 (� Carlson l on n SURE , M 1 hereby certifynthat this plan, specification Print Name: Brian ]. Krysto a Drawn KRO 1.9/13/19 Per City Comments 1 Ental Blaine, MN 55449 or report was preparedly me or under my 2. 1/9/20 Per City Comments HAVEN RIDGE I • Sugineerm I Phone: (763) I tlirectsupervisionandthatIamaduly Signature: e IDesignetl: eJK I3.7/22/20PerCltyComments I 1313 Hil wind Road I I REMOVALS PLAN of I McCain I' rveying Fax: 763 489-7959 Licensed Professional Engineer under 4.9/10/20 PerCltyComments Monticello, Minnesota ( a ) the laws of the State of Minnesota Date: 4/5/19 License #: 25063 Date: 4/5/19 5. 3/08/21 Per 2ntl atltl. & Ph. 2 grading Fridley, MN 55432 / 41 i I SEE SHEET 19 r--- o — -- 85T4 STREET NE - —� _—— =.—a.—a.—oe ----------------- — — --- — — � 4 85TH STREET NE—�—�� ' * / a I II REMOVALOF 5STREEWT ORDIA1TH --------rtEOCONy' / \ 1 m I y„ ROUNDABOUT CONSTRUCTION I REMOVE I Q FENCE EXISTING REMOVAL OF 85TH STREET NE TO BE COORDINATED WITH I I J r ROUNDABOUT CONSTRUCTION I` REMOVE EXISTING 1 I 11 � I E STRUCTUR}1" I m III r I„— REMOVE FENCE REMOVE EXISTING SEPTIC SYSTEM ip I I i\ I I I I I II REMOVE EXISTING STRUCTURE I * *cf• �. I I t I I o/ U�p 74- J ; II V I CCVE ETEXISTING I III III I ✓I _„„ REMOVE EXISTING I I III I Y 1 I II RETAINING WALL REMOVE EXISTING 1 MAILBOX REMOVE EXISTING GRAVEL DRIVEWAY SEAL &CAP`'1 �.� SEE INSET A I I EXISTING WELL REMOVE ALL FENCING 5 I I AROUND EXISTING FAMRSTEAD COORDINATE WITH SMALL I o I \L '•\•' \ r INOVAL OF EISELE AVENUE OVERHEAD ELECTRIC LINE TO DE COORDINATED N 5I UTILITIES ON REMOVAL OF I V _ q; �I _ i ROUNDABOUT CONSTRUCTION f 1�i.FF I I I I i�e�•• I I I I II . I I� I Ili I REMOVE EXISTING REMOVE EXISTING I CONCRETE & II •' • , . ` + STRUCTURE ;1• REMOVE c II I� I •':' . � RETAININGG WALLWALL I I ` - — _ _ _ _ _ _ — _ _ — II I/ / - ------ I---------- -- - ---------------------- I° I REMOVE EXISTING GRAVEL DRIVEWAY I 1 I I \ I I REMOVALS PLAN LEGEND i EXISTING REMOVALS PROPERTY LINE 1 BITUMINOUS \ \ I II REMOVAL OF EISELE AVENUE WI9 GRAVEL --------------- y�V.S 1 0 0 NE TO BE COORDINATED NTH CONCRETE REMOVAL \�'' / I ROUNDABOUT CONSTRUCTION I `\ II 1 1 BITUMINOUS REMOVAL 0 /\ t� BITUMINOUS REMOVAL COORDINATE REMOVAL/RELOCATION 3 I SAWCUT c - I II OF E%ISTING OVERHEAD ELECTRIC I + I / \�\ ' T\ 1 -------- WITH CONSTRUCTION OF REALIGNED REMOVE EXISTING FENCE ��_ /�/ / I RETAINING WALL REMOVAL - - FALLON/EISELE AVENUE. `s I 1��, `\ FENCE REMOVAL HYDRANT C5 GATE VALVE W i LIGHT POLE Y® ELECTRIC BOX ❑ 0 50 1100 200 1 4 N REMOVE EXISTING W I� SIGN SEE TREELINE �YYY1 FOR REMOVALS 5 I I STRUCTURE I TREE PRESERVATION PLAN IN, FEET ) _i 1 Ii BENC fl MARKS .'Y 1 1. Mmneaoto Deportment of Tronavortoeon II Geodetic GSID StJyt No. 93813 (MnDot 5 ,IYtL *—*—*— �.— „— —„— ,—._I*�*— - �•�1 Noma Golf). pion ELEVATION = 9]41I1.53 FT. 0 25 50 100 I� 2. Minnesota Depar{ment of Transportation PROTECT EXISTING I Geodetic GSID St�laation No. 93803 (MnDot FENCE I I II Nam. 8605 S) 1 ( INSET A IN FEET) J §q1 ELEVATION = 96 .55 FT. fi I I 3890 Pheasant Ridge Drive NE, Revisions: ]. 5/6/22 Rev. lots for Blk 3,4 & 5 D E N A LI INVESTMENTS 2 T)Carisqn onm SUR1001hererens y that this plan, specification Print Name: Brian ]. Krysto a Drawn KRO t. 9/13/19 Per City Commen ssu Ental Blaine, MN 55449 or report was prepared by me or under my 2. 1/9/20 Per City Comments HAVEN RIDGE I :engineering pComments hone: (763)489-7900 tlirec[supervisionantlthatlamaduly Signature: e Designed: eJK 3.]/22/20 PerCltyComments 1313 Hillwind Road REMOVALS PLAN of McCain eying Fax: (763)489-7959 [enwdsoftProfeastateonal Miinnesota Data: 4/5/19 License 25063 Date: 4/5/19 5.34. /08/21 Par 2nd add. & Ph. 2 grading Fridley, MN 55432 0 Per Monticello, Minnesota41 ww.carlsonmccain.fAm the laws of the State of Minnesota 6. 5/25/21 Per 2nd add. Ci Comments Y i I I 'li I 1° REALIGNMENT OF \ I 85TH STREET (BY OTHERS) i z I Y\ _ v mS Z REMOVE & REPLACE EX. PAVEMENT & CURB & '�, I w 1 `� •ti GUTTER AS NEEDED TO II ± \)�♦\ I INSTALL Mi REMOVE EX. 6" WM REPLACE W/8". /! ; - ` a i /i �\ ✓I'� CORE DRILL &CONNECT - CONNECT TO EX. WTq TO EX. MH. REFORM iI' I INVERT AS REOUIRED. t I I - I 960.70 '•` 4-W/ \ INV. 937.14- / 3 \`\ 4 ` `yVVj1XX\\a F------- REMovE� EX RE= 95911 REPLACE"^"'-" �)\ ^ �• I T V INV. 935.05-5,* a STREET INV. 935.20-E EX.INV. 935.05 f1 REMOVE I i 6=6=:=6F°ky°':T.�- W'r REPLACE I1 rG YP.) \�' •\ `\ I j a C°t°ill I& 6M1',i STORM SEWER jll ,a \qk' ♦\ I \` G^e:�p111101. _ FUTURE 16"x8" \? �F ''i.\2g/ 6 ) \• `\ p} I i '-\"6gwJ[ " °`%*„`'' CROSSS� 'Ef\ �o NPi / 96305 I j °%k._-`°j\\�INV. 938.43 \ ,� FILTRASBASN \�°b,J� \<4f J i< INV 938.53 E 7 UTLET T I I\� �x rr°� y�� SAWCUT, MILL & MATCH I 1 I io q \\\\ \ \\ xlTLET Pd D I l ,F S'x \� EX. BITUMINOUS +� 2 -' BITUMINOUS e by sHouLDER R ; m STRUCTURE \,\ RII POTAN , <5OUTLOT C 9 ' SE-\'\l �NNVV-. 994400..10 3 SEW `� `a1 NO -,- \'�\ \ \\• a\ a \ a i �l -T _ SEE RIGHT �12 v 2 3 I. 4 5 6 •_ �•�,� _ A wti �; 7 V �`, A `� ������ I v w =,' `2POND 60 ,> CT T4Y 2.80 CON Exlsn- 8 E7T-rsf 3 - 1_ 4` _ _ A\•••. \V A•a•� A _ >\ \ _�-=-a-w�+� -_--_ • P Vic' +l I �. �` Oj �•� _ ` 9 a-\, K 3�' ,o' `\� '`'-. it "�\''.'�`� `\ ♦ I I J i' 16(P1L2 c floss I -_a+rsclearxuei 'INv. 9sosq- 26 I,�il R`- 1 y,� -\`z' �`JO �; �••\ .�\ ! II & 12"_ I�REMO I& REPL r�E -� - -I - \' C \INV. 955Y ,sNW Z\,� _ _ 'I' PAVEM NT ASN DED ' ' '� • jJ I TO IN �.LL WAT MAIN �\ INV. 944$�\ <g6 968.67 \ •,\`r I p I ; i , r ` • ��''� _ \' �., NV. 141,11 NW ,:ate,,\ v. 41.73-s •\ •\{�L I N SAWCUT, MILL 3, •\` """`°^°°,:,.e `> \ \ I & MATCH EX. I0o�wh' 1 IIIIII II I II IIIII I ' \� ' 25 311 us 6 \'\ �. \I` ''•a°e ::°°'°*\::?;,✓::,�3u✓�"'.','���\\� TS 1F`r\ \. `�;`, a 12 4' BITUMINOU"I'----JI V9NV 994 :� SHOULDER H � �\ .\\♦\\� a \ a\ 1 24 II/� _'`_ I j'��\ `h, \\`�, �.;�11 ,�• �"�c ,- pr� ,`';ti ` `�\,�"`, � 13 \ '� I \ �♦ ss , gg 23 •\ - ,\ ' m!1 I •� `\�� 1 B 9s1i \ 973.75 ;.52 _I •�. 10/ >> \\ 22 1 9a.6 -------------------- -.�-.�. .1\` 6d .. 15 \� I "4 4, 11r;�,�` ��y .� g�`t,�q,a4s E INvdACI<jeo E 0-16" STEEL cnsirvc'\ \\ \\\N\ \ tl 1 21 \ t\ \\iF- E=36290\` \ems \��� \`gym ~ SOLE14 PNCAWATERMAN\\♦\ I II 1 G^� INV. 946.12-� ; meq\ OUTLOT D = r 's" OUTLOT B �'��;, \�� �.� I I j � I ��12 \ ee, \\� r. • `\\�`;, bUT< I •\ \ I II -I T TEMPORARr L3IT. \ \•�\ ' 18 J 19 120 _ II 6j'I I •`• \ , LEFT G. 948.92- ) ' 1 I _ \ \\ 147.72- ,\ CONNECTION ' \ 1 I V. 949.02- RI Ii N INV �II a7.8z-H I I� y ? �, ' __------------ -- --- - - � 96 / \ `� v <IN V. 948.4 f•IW � `_- SroRU sc a L I _._ 94_6_.8_8- \ I �`� �� a ��� � It \ ,\ I •` N 49. �\ I �� 15 i i 16� -_� -___ rem_ ql -U __ �'•^. , \ '1. 1 j < IA R/w 1 19 2U Pi 18 it Ira. aB-B' a i/ \\\ II 1 �I i II I 10 WETLAND I) / \ \\ III I N �- BENCHMARKS "I \\\ \ WERAND #5 \ ( INV. 949.84-N \ NV. 949.94 -SE 1� \ 60 1 \ \ \ WETLAND #5, �/ I 1. Minnesota Department of Transportation R/p" I \ Geodetic GSID Station No. 93813 (MnDot n r ii I Name Golf). 3A OUTLOT D , / ' - \ I T--- � ELEVAnON = 974.53 FT. 7 N 4 50.54-Nrl/'I 1 II 0 50 100 200 2. Minnesota Department of Transportation \ RE 1.22 \ \ \ Geodetic GSID Station No. 93803 (MnDot NV 94 . 7 -SE \ \ Name 8505 S) . d``) V \^• ' 948.1 \\ \ !\\ 12 ------ / (IN FEET) ELEVATION = 966.55 FT. /! % 3890 Pheasant Ridge Drive NE, Revisions: 7. 5/6/22 Rev. lots for BIk 3, 4 & 5 D E N A LI INVESTMENTS T)Carislign viron SUR1001herebyrens y that this plan, specification Print Name: Brian ]. Krysto a Drawn KRO 1.9/13/19 Per City Com ent s 2 1 mental Bine,MN55449 orreportwaspreparedbymeorundermy 2.1/9/20PerCityComments HAVEN RIDGE PRELIMINARY SITE & engineering phone: (763)489-7900 direct supervision and that l am a duly Signature: e Designetl: eJK 3.7/22/20 Per City Comments 1313 Hilwind Road Of McCain ('surveying Fax: (763)489-7959 Licensed Professional Engineer under 3.9/29/20 ParCltyComments Y Monticello, Minnesota UTILITY PLAN 41 the laws of the State of Minnesota Date: 4/5/19 License #: 25063 Date: 4/5/19 5. 3/08/21 Per 2nd add. & Ph. 2 grading Fridle , MN 55432 ww.carlsonmccain.com 6. 5/25/21 Per 2nd add. Ci Comments �9 'J 10 fig; k I OUTLOT D a, ORE DRILL AND CONNECT TO EXISTING I" REMOVE & REPLACE �jli SAN SWR MH. REFORM INVERT. TEMPORARY SIT. PAVEMENT AS NEEDED +_ CONNECTION 'I \�=\ I INV. 949. TO INSTALL WATERMAIN w �T EX. RE= 963.8 REMOVE EX. B" PLUG _-'INNV 948.2 -S I \, SAWCUT, MILL &MATCH AND SANITARY SEWER. _ STREET 4' BITUMINOUS INV. 954.48 s EX. BITUMINOUS SHOULDER 8" PLUG + ! 1 r s -_ r •� ________ ____-_____________________---__________________-_____ ..>, { 85TH STREET NE _____-________-______________ _. -_______________--__________--_____________--______________________---_________ -,-,-,- ____ ______ ___________________ _____ e \___-__________ T = _ y�\ _-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.- 6 --2 3 --,III---4--, OUTLET CONTROL OUTLOT G STRUCTURE -- 5 -�--6--,fI�---- eli. 8 II------i�r-----mil 9 --------, so' f-----, ----- I _ _ j E= 1 I RE- ---T I 20 WI R W 341 + 14 ', 15 16 P P o/ 117 52.98 18 19 IN INNj +451.41 -S,Wi +� R' 1, a 27 - - 25 , 24 23 22 21 20 19 r IN , 51.85-W / INV.1, 51.95-E I30• 13 ---- --- --- fRorvil ---- 1lanck urv[ ----- oil 1h -29311 - (TYP. 11 IM 1 VIII --2 3 --,III---4--, OUTLET CONTROL OUTLOT G STRUCTURE -- 5 -�--6--,fI�---- 7 8 II------i�r-----mil 9 --------, ------ f-----, ----- I _ _ j E= 1 I RE- 964.10 Q «i J 9511.31 E 49.87-S,W 0 P P o/ INV, 52.98 IN 1-E 7. IN INNj +451.41 -S,Wi j al a 27 - - 25 , 24 23 22 21 20 19 r _ I \ OUTLET CONTROL OUTLOT G STRUCTURE ------=. suewux __, r------ ----- Y.4 --------, ------ f-----, ----- r�EmoR� �9NE1>IE _ _ j E= 1 I 131 INVI 1953.56 N �NJ� 49.87-S,W 0 P P o/ _\^s4 I WETLAND IN 1-E 7. ,n �SuF g" � . , .. , . a � • '� ,, ��� '� � � d�� III j ����,»� •• _ OUTLOT D a 1 130 __ I II, li �" d' I` I \ TRUNK WATERMAIN AND �\ RE 1.22 CITY. 1 ";\• \ INV. 7 -SW \ \ / j-� E LOPER'7DZo kDN TE ^ �E✓ OUTLOT F ,� r 1 i ALONG NEW ROAD R W 5 \i- � � yNY. 952.09-,4 ____ \ J e ''17 / '� -' - - 3 I. 110 I I I 29 ..."• ,' / -__ � .� ' s INv. 947.zz-E 1 I t 1 9 - a, ,°�• 15 • r R� INv. SO.�ra sw�- 949 ` 1 r OUTLOT K mv. 141.371s i1 ,:� ' �> 6 % 10 I 1 ,�� - ' 34' �- INY_949.4Z�N?v .R• 2 / `\JOE %/ +; 1B -B Ir_ ________i ea POND / ���d'< P^7` INV/ EL OND N <-. \\ II�.Y. 8. J / \;kp(x POND \ I � ` 1 32 25 RE 1 ---�1 i , 962 __ ______-� " •a 1, <\ / `CNV. 1938.99- ,939.09- �� t 11 ^�\�.• I I /' / 24> EI 6 4 ry 20 *bo- 6 >♦� I �-- OUTLET CONTROL TUBEw ® I is 33 ei %10 xt �� 9sos4 s14�� 23 > g iy•>�' \./ `X,e. / - ..�\\ mry -kn, - � Q iI I , II 34 z 0 C 1 a ;• dT�. ``� v >^, SEWER THROUGH TRUNK CONSTRUCT SANITARY --____ ;w -_-J 1 a8 et•° E2// 21 / \`INV. 939.84- 'rN LIFT STATION WITH SEWER MANHOLE I j SEWER THROUGH TRUNK ---------------------------_ -- i c / / r-______ ��J _ • i \ / s \/� , q V. 939.94 -SW ✓ 6 ALVE MANHOLE. S! -T\` ' % \ N p, V I SEWER MANHOLE � ___ '1 ; INV. 948.0 al e �// \ / \> �i P' f 8'• PLUG (INVERT TI EI o'' / � • I DETERMINED WITH FINAL DESIGN) j 1 0l 3 °i/8 � / •�`, \iv � 12 / 2,•' Ie, I 1� 1 INV 94797-�6 / Q Vhf B• I iiI TEMPORARY BIT. L______ I_J / > RE= 9fi3.6T�`, ,i i, ,\ 3 \ &v I' Ur1 L /V. 949.24- 5 (i' V. 949.34 -NE >J / , 3 � �� ��r I 2 '/ F a R i; CONNECTION I 1 19; �� ..Fe SEE SHEET 24 I I , i , I 11 � . ----�-` -------- JI /r v9as.1s18\ ` - 1 _-_-J_Jr�\/ RE= 9 `509 i INV. 941. NE-' T4�.r'' iI 1 ••••e INV. 947.655- I , N 6 RE= 1y �POND ss INV. 944.5 INv. 94as5- // ' < OUTLOT J I '� 2P vpE s[rencK uHE INV. 946.74- e i, E= 959 7 / i 4NV. 941.84-514 > opo D,^ I 16" PLUG ; J r WAY_NE INV. 946.84- EL v� µ�,}T I INV. 946.84-W B? 4a 11 5 \�� N 944 3 W RE= 958.70 /y / Y ::6f;: e?sr.. j • I' j 1 3-f s- rvsn� ____ F INV. 943.80aE\rJ �' I \\g e. r> e• I I t •„ r l I N m mu ; ` INV. 9a3.9o. N`�' let RE= 963.80, 'e; \ [3- _ / G RE= 961.92 `� 6e i li 1 I _4INNV. _9944466,.4.348 --$ME - - - INV. 942.44 -N -E UTLET CONTROL NV. 46.48- - Yw9424- _RUCfiH- -__ - _ ---------------J ----------------- � U- _. y' y27 20R ._>_>"'c °v �,r /INV. 943.00-N'> /< --__�. 1 n^,.ro. 3' I I j (TYP.) I § _ r/^A `� i / INV. 943.10-5 ' 8" PLUG I ro, ( i�E= 85900-- _ \\ > T �^/F� INV. 943.10- �• 1 f j i 947.7L_I_j r>P.' 1 IN V. 945.59 -NE% • ' ty r -20"R 4 ------- I wV. 946.69-w; • y;�� l �rt� --- /A i i I i1 I I AROPOSED TURN � I' L j • i V8 `, 3 $ r r ' wl � �� / - `, u I ' LANE/BYPASS LANE I _ I e z ' v I ,ri ii 26 < I i 1 J Vie, �` '` r 2 21 (IN WETLAND x7 FE I ET) i 125 -----; � ��--------� • `fwd+ `I I/ li I ! I 'r -I-_______, &$�� o �••_RE= 96350 \ I BNCILJ MARKS INV94 45-N NV.. 945 5. I55-5 \ t 1. Minnesota Department of Transportation Geodetic GSID Station No. 93813 (MnDot i ' 1 6p• `-} e \ INV. 9 -N\ I I 1 I 124 3 a °iee !� '1 ' 1 I \ 43' \ / \ I I Name Golf). 1-h____ ' �` - INV. .95 -SE � I'., � 1 � j I ',25 \ ` _-�- � IELEVA2. Minnesota Department 97.53 T. Trans t t _j a 4' vii LH i �\ t RIA C R -2 > \ `--_ / I i I I Geodetic GSIDstation No. 93803o(MnDot l_7 a Name 8605 8 I I I ' I � 123 _ _ 6 i �weR NW � , � I � ) .5NVSE I � ELEVATION 966.55 FT ----- s ,a SEE SHEET 23 \\24 4 6s Nw Nv, '47.4s- �# '\\ \. ' V. 9RE- 962.941 1 b INV a7 3890 Pheasant Ridge Drive NE, a Be 7. 5/6/22 Rev. lots for BIk 3, 4 & 5 D E N A LI INVESTMENTS AcCainarlson viron SURE 100 1 hereby "n' y that this plan, specification Print Name: Brian 1. K ysto a Drawn KRO 1.9/13/19 Per City Comments 2Z men al glaine,MN55449 or report Was prepared by me or under my 21920PerCity CommentsHAVEN RIDGE PRELIMINARY SITE & engineering phone: (763)489-7900 direct supervision and that l am a du lySignature:Designetl: eJK 3.]/22/20 Per Clty Comments 1313 Hillwind Road Of ('surveying Fax: (763)489-7959 LicensedProfes5ionalEngineerunder 4.9/10/20 PerClryCommen Y Monticello, Minnesota UTILITY PLAN 41 the laws of the state of Minnesota Date: 4/5/19 License #: 25063 Date: 4/5/19 5. 3/08/21 Per 2nd add. & Ph. 2 grading Fridley, MN 55432 ww.carlsonmccain.com 6. 5/25/21 Per 2nd add. City Comments �...------ ------=. suewux __, r------ ----- Y.4 --------, ------ f-----, ----- r�EmoR� �9NE1>IE _ _ j E= 1 I 131 INVI 1953.56 N / i INV. 951.16r my 95.26 W /% 28 a 27 L 26 25 , 24 23 22 21 20 19 18 OUTLOT D a 1 130 __ I II, li �" d' I` I \ TRUNK WATERMAIN AND �\ RE 1.22 CITY. 1 ";\• \ INV. 7 -SW \ \ / j-� E LOPER'7DZo kDN TE ^ �E✓ OUTLOT F ,� r 1 i ALONG NEW ROAD R W 5 \i- � � yNY. 952.09-,4 ____ \ J e ''17 / '� -' - - 3 I. 110 I I I 29 ..."• ,' / -__ � .� ' s INv. 947.zz-E 1 I t 1 9 - a, ,°�• 15 • r R� INv. SO.�ra sw�- 949 ` 1 r OUTLOT K mv. 141.371s i1 ,:� ' �> 6 % 10 I 1 ,�� - ' 34' �- INY_949.4Z�N?v .R• 2 / `\JOE %/ +; 1B -B Ir_ ________i ea POND / ���d'< P^7` INV/ EL OND N <-. \\ II�.Y. 8. J / \;kp(x POND \ I � ` 1 32 25 RE 1 ---�1 i , 962 __ ______-� " •a 1, <\ / `CNV. 1938.99- ,939.09- �� t 11 ^�\�.• I I /' / 24> EI 6 4 ry 20 *bo- 6 >♦� I �-- OUTLET CONTROL TUBEw ® I is 33 ei %10 xt �� 9sos4 s14�� 23 > g iy•>�' \./ `X,e. / - ..�\\ mry -kn, - � Q iI I , II 34 z 0 C 1 a ;• dT�. ``� v >^, SEWER THROUGH TRUNK CONSTRUCT SANITARY --____ ;w -_-J 1 a8 et•° E2// 21 / \`INV. 939.84- 'rN LIFT STATION WITH SEWER MANHOLE I j SEWER THROUGH TRUNK ---------------------------_ -- i c / / r-______ ��J _ • i \ / s \/� , q V. 939.94 -SW ✓ 6 ALVE MANHOLE. S! -T\` ' % \ N p, V I SEWER MANHOLE � ___ '1 ; INV. 948.0 al e �// \ / \> �i P' f 8'• PLUG (INVERT TI EI o'' / � • I DETERMINED WITH FINAL DESIGN) j 1 0l 3 °i/8 � / •�`, \iv � 12 / 2,•' Ie, I 1� 1 INV 94797-�6 / Q Vhf B• I iiI TEMPORARY BIT. L______ I_J / > RE= 9fi3.6T�`, ,i i, ,\ 3 \ &v I' Ur1 L /V. 949.24- 5 (i' V. 949.34 -NE >J / , 3 � �� ��r I 2 '/ F a R i; CONNECTION I 1 19; �� ..Fe SEE SHEET 24 I I , i , I 11 � . ----�-` -------- JI /r v9as.1s18\ ` - 1 _-_-J_Jr�\/ RE= 9 `509 i INV. 941. NE-' T4�.r'' iI 1 ••••e INV. 947.655- I , N 6 RE= 1y �POND ss INV. 944.5 INv. 94as5- // ' < OUTLOT J I '� 2P vpE s[rencK uHE INV. 946.74- e i, E= 959 7 / i 4NV. 941.84-514 > opo D,^ I 16" PLUG ; J r WAY_NE INV. 946.84- EL v� µ�,}T I INV. 946.84-W B? 4a 11 5 \�� N 944 3 W RE= 958.70 /y / Y ::6f;: e?sr.. j • I' j 1 3-f s- rvsn� ____ F INV. 943.80aE\rJ �' I \\g e. r> e• I I t •„ r l I N m mu ; ` INV. 9a3.9o. N`�' let RE= 963.80, 'e; \ [3- _ / G RE= 961.92 `� 6e i li 1 I _4INNV. _9944466,.4.348 --$ME - - - INV. 942.44 -N -E UTLET CONTROL NV. 46.48- - Yw9424- _RUCfiH- -__ - _ ---------------J ----------------- � U- _. y' y27 20R ._>_>"'c °v �,r /INV. 943.00-N'> /< --__�. 1 n^,.ro. 3' I I j (TYP.) I § _ r/^A `� i / INV. 943.10-5 ' 8" PLUG I ro, ( i�E= 85900-- _ \\ > T �^/F� INV. 943.10- �• 1 f j i 947.7L_I_j r>P.' 1 IN V. 945.59 -NE% • ' ty r -20"R 4 ------- I wV. 946.69-w; • y;�� l �rt� --- /A i i I i1 I I AROPOSED TURN � I' L j • i V8 `, 3 $ r r ' wl � �� / - `, u I ' LANE/BYPASS LANE I _ I e z ' v I ,ri ii 26 < I i 1 J Vie, �` '` r 2 21 (IN WETLAND x7 FE I ET) i 125 -----; � ��--------� • `fwd+ `I I/ li I ! I 'r -I-_______, &$�� o �••_RE= 96350 \ I BNCILJ MARKS INV94 45-N NV.. 945 5. I55-5 \ t 1. Minnesota Department of Transportation Geodetic GSID Station No. 93813 (MnDot i ' 1 6p• `-} e \ INV. 9 -N\ I I 1 I 124 3 a °iee !� '1 ' 1 I \ 43' \ / \ I I Name Golf). 1-h____ ' �` - INV. .95 -SE � I'., � 1 � j I ',25 \ ` _-�- � IELEVA2. Minnesota Department 97.53 T. Trans t t _j a 4' vii LH i �\ t RIA C R -2 > \ `--_ / I i I I Geodetic GSIDstation No. 93803o(MnDot l_7 a Name 8605 8 I I I ' I � 123 _ _ 6 i �weR NW � , � I � ) .5NVSE I � ELEVATION 966.55 FT ----- s ,a SEE SHEET 23 \\24 4 6s Nw Nv, '47.4s- �# '\\ \. ' V. 9RE- 962.941 1 b INV a7 3890 Pheasant Ridge Drive NE, a Be 7. 5/6/22 Rev. lots for BIk 3, 4 & 5 D E N A LI INVESTMENTS AcCainarlson viron SURE 100 1 hereby "n' y that this plan, specification Print Name: Brian 1. K ysto a Drawn KRO 1.9/13/19 Per City Comments 2Z men al glaine,MN55449 or report Was prepared by me or under my 21920PerCity CommentsHAVEN RIDGE PRELIMINARY SITE & engineering phone: (763)489-7900 direct supervision and that l am a du lySignature:Designetl: eJK 3.]/22/20 Per Clty Comments 1313 Hillwind Road Of ('surveying Fax: (763)489-7959 LicensedProfes5ionalEngineerunder 4.9/10/20 PerClryCommen Y Monticello, Minnesota UTILITY PLAN 41 the laws of the state of Minnesota Date: 4/5/19 License #: 25063 Date: 4/5/19 5. 3/08/21 Per 2nd add. & Ph. 2 grading Fridley, MN 55432 ww.carlsonmccain.com 6. 5/25/21 Per 2nd add. City Comments 16" PLUG `^•°° � �. INV. 949.88- \ INV. 949.9 WAY -NE I II � / 32 __ 20'R. --I II 11 I L27 (TYP.) I 12 8"VPLUG 947.71_ 1 li II PROPOSED TURN LANE/BYPASS LANE �/ 126 2 j 34 . -i III j I 125------' A �J L- 24 RE= 963.651 j INV. 949.37 S 2 `^•°° � �. INV. 949.88- \ INV. 949.9 ° j �> �� POND � / 32 Geodetic GSID Mn t 3 Do Station No. 9381 ( INV. 95175 INV 951.851, 12 3 In 33 INV. 942.44- E �1 `950 64 N �/ 162Tv4� 2 j 34 . 43.10-'N' 20 A �J L- `4N V. 949.34 -NE 13 �1 1 V. 948.09 S '36 / �`� NV. 94819 NE 14 g I 'I I I 1 37i 31 /INV. 947.55 j INV. 947.65-N �{ 1 1 16 I � I RE= 9s0.6a 1 y 944.55-/S -�--------�� _J 3$___i IINV. RE= 964.16 IINV. 946.74-$1�, \ E= ]ggEE /Y IINV. 946.84-M II .9491.20 )tr 16\\ N W _11NV. 946.84-W 6 5 984.3 RE= 958.70 7`> r-----3�-� ''� �� ^� TI NV. 94--c. g INV. 43.6FN`�' INV. 946.38-E FOCI ALIZER PIP // C \ I INV. 946.48-N Fi,, !op'�I 13 INV. NI RE=95900'-V. INV. 945.59 -NE 12 wV. 945.69-W� �`<°: � •�� 3 rr i.'(TYP� Wl^/r--__. _ r - ea T, 21 19 I I 21 -----~_ -- INV. 4 ei OUTLOT K 6' POND - ^3 E 7! . I I INV. 949.09- 11 Irl 9 OUTLET CONTROL STRUCTURE _ 22 INV. OUTLOT L 6 fR�t s C rTA- 25 K�NV. 938.99- 5° 8 V. :939.09-SGJ 23 24 % 4 5 ---16 ---\111 17 1 INV. 949.88- \ INV. 949.9 � °""°"(4 e• __ -��5 RE= 963.8011 NV. 941.74-NS�� 941.84 -SW,> Geodetic GSID Mn t 3 Do Station No. 9381 ( INV. 95175 INV 951.851, 12 3 -_ I I INV. 942.44- E Nu�9azsa-- .............. _ - _ J l____ 162Tv4� NV. 95 6-N 1 . 43.10-'N' ELEVATION = 974.53 FT. A �J L- 1 �1 / 4L N 155-S \ THROUGH TRUNK ------- Be 1 8" PLUG (INVERT TO BE ) INV. 9, -NW _� r INV./9,8.5-SE - { - 96440 INV1 5245 DETERMINED WITH FINAL DESIGN) _-----_ 15 11 9 8 7 9 INV. 951. 11 11 rents 14 • T)Carlson McCain i11 10__ - Z�I 13 .I20 -I 12 20'R - --- _ PRELIMINARY SITE & UTILITY PLAN I 21 19 SEE SHEET 24 -----~_ I I I OUTLOT L 6 fR�t s C rTA- 25 K�NV. 938.99- 5° 8 V. :939.09-SGJ 23 24 % 4 5 POND OUTLOT J CONTROL RE= -- INV. 948.513 'N INV. 948.68 INV_948.68 [ iOV YIP) -RE= 963. 47-N IINV. 949.57 -SW 2 l 3 12" PLUG I SEE SHEET 22 Kt= 91i4:Btl ,�N VV. 942t62e INV. 941. `S 6 ' WETLAND 48 / NV. 941.74-NS�� 941.84 -SW,> Geodetic GSID Mn t 3 Do Station No. 9381 ( -RE= 61\92 \�> -_ I I INV. 942.44- E Nu�9azsa-- .............. -- "------ 162Tv4� 43.00-N`Y 43.10-5 . 43.10-'N' ELEVATION = 974.53 FT. A _ DRIVEWAY CONSTRUCT SANITARY LIFT STATION WITH SEWER THROUGH TRUNK \`•\ / WETLAND 47 / 4L N 155-S \ THROUGH TRUNK ------- Be 1 8" PLUG (INVERT TO BE ) INV. 9, -NW _� r INV./9,8.5-SE - { - \� DETERMINED WITH FINAL DESIGN) �'. INV. 6.9 NW NVI 47.E �V. \\ INV, 947.; 'I 1,1 8" PLUG • T)Carlson McCain i Z�I TEMPORARY BIT. .I20 -I 20'R CONNECTION (TYP.) I PRELIMINARY SITE & UTILITY PLAN I 21 19 SEE SHEET 24 I I I III POND OUTLOT J CONTROL RE= -- INV. 948.513 'N INV. 948.68 INV_948.68 [ iOV YIP) -RE= 963. 47-N IINV. 949.57 -SW 2 l 3 12" PLUG I SEE SHEET 22 Kt= 91i4:Btl ,�N VV. 942t62e I I I i I I y I 141 I [ I I wEJI I I � 7 I[I I I I i II ' III I II I' -II I I i N II --- II I\ 0 50 100 200 (IN FEET) a j BE QHMARKS i WETLAND 48 Geodetic GSID Mn t 3 Do Station No. 9381 ( ____-__-__-__-_ -_ I I 1N`_ .�\ Name G off). -- "------ I % ' e uET S7AntJN_. _.L._._._. -._._.-.-.----I-.-..- ELEVATION = 974.53 FT. A _ DRIVEWAY CONSTRUCT SANITARY LIFT STATION WITH SEWER THROUGH TRUNK \`•\ / 1 I --- - CONSTRUCT SANITARY ---_-__ VALVE MANHOLE. SEWER MANHOLE THROUGH TRUNK ------- Be 1 8" PLUG (INVERT TO BE ) SEWER i MANHOLE Sj DETERMINED WITH FINAL DESIGN) 'I 1,1 8" PLUG • T)Carlson McCain i Z�I TEMPORARY BIT. Drawn KRO Designetl: eJK Date: 4/5/19 Revisions: ]. 5/6/22 Rev. lots for Blk 3, 4 & 5 9/13/19 Per Ci Commen s 2.1/9/20 PerCityComments 3.7/22/20 Per City Comments 4.9/10/20 PerCltyComments 5. 3/08/21 per 2nd add. & Ph. 2 grading 6. 5/25/21 Per 2nd add. City Comments I° I II �" CONNECTION HAVEN RIDGE Monticello, Minnesota PRELIMINARY SITE & UTILITY PLAN I aa£I� �° ilii SEE SHEET 24 I I I III I li� 1 '@1I I I lee i I I I E° I 6 gv I fT-j III II IJ I I I I i I I y I 141 I [ I I wEJI I I � 7 I[I I I I i II ' III I II I' -II I I i N II --- II I\ 0 50 100 200 (IN FEET) a j BE QHMARKS i WETLAND 48 Geodetic GSID Mn t 3 Do Station No. 9381 ( ____-__-__-__-_ -_ I I Name G off). -- "------ I % II ELEVATION = 974.53 FT. I ' \`•\ / Ii I �I;' I 2, Minnesota Department of Transportation Geodetic GSID Station No. 93803 (MnDOt Name 8605 S) ELEVATION = 966.55 FT. 'I • T)Carlson McCain onm En al engineering ('surveying 3890 Pheasant Ridge Drive NE, SURE 100 Blaine, MN 55449 phone: (763)489-7900 Fax: (763)489-7959 ww.carlsonmccain.com 1 hereby certify that this plan, specification Print Name: Brian ]. Krysto a or reportwaspreparedbymeorundermy direct supervision and that I amaduly Signature: e censedProfessional Engineer under the laws of the State of Minnesota Data: 4/5/19 License #: 25063 Drawn KRO Designetl: eJK Date: 4/5/19 Revisions: ]. 5/6/22 Rev. lots for Blk 3, 4 & 5 9/13/19 Per Ci Commen s 2.1/9/20 PerCityComments 3.7/22/20 Per City Comments 4.9/10/20 PerCltyComments 5. 3/08/21 per 2nd add. & Ph. 2 grading 6. 5/25/21 Per 2nd add. City Comments D E N A LI INVESTMENTS 1313 Hil wind Road Fridley, MN 55432 Y HAVEN RIDGE Monticello, Minnesota PRELIMINARY SITE & UTILITY PLAN 3 Of 41 LIFT STATION. LIFT STATION TO BE REMOVED/ABANDONED WHEN TRUNK SANITARY SEWER BECOMES LIVE. TRUNK SANITARY SEWER MANHOLE. 8" PLUG (INVERT TO BE DETERMINED WITH FINAL DESIGN) PLUG � 16 i i i ' 1 i CONSTRUCT 8" SANITARY SEWER THROUGH TRUNK SEWER MANHOLE. ONCE TRUNK SANITARY SEWER BECOMES LIVE, 8" SANITARY SEWER THROUGH MANHOLE SHALL BE REMOVED AND VERTICAL DROP TO BE INSTALLED AS REQUIRED. o9e r"e"`' R°'s'°n5: 75/6/22 Ray. - for Ck 3, 4&5 DENALI INVESTMENTS PKtL1MINAKY 511t 2Se '] (j Carlson ronin Suitt 100 I hereby certify that this plan, specificati°n Print Name Brian J. Kryst° °yawn L®QO 9/13/19 Per City Comments 24 ental Blaine, MN 55449 or report was preparetl by me or untler my 2,1/9,2° Per city Comments HAVEN RIDGE • en91°eerl°9 Prone: abs 4s9- 90o mreete�peryieionantlmatlamande 9natare: a 2 °asPnea: B1K 3, /22/20 Per City Comments 1313 Hillwind Road UTILITY PLAN of McCain I °r°eyi Fax (763)489-7959LicensedPmfesslonalEngineerunder 4.9/1°/20 Per City CommentsMonticello, Minnesota .carlsonm«aimcom the laws of the state of Minnesota nate: 4/5/19 Licanse": 25063 °,t,: 4/5/19 6.5/25/21 Per 2nd add. City Comments Fridley, MN 55432 (LIFT STATION DETAIL) 41 SHEET 26 AN I��I��l�lll�l►�� IIIA � �Il1l+��yll'I. i" "111 r II�I�I�a�Iy ki ,,) I 11 ___ _ •rte � X11 I �Ml��l�llll�ll�i V r; � � � � u I �j � o1� mil \ /���\��n�i n�ll I�I'"✓�TG1f � — �.�•,�.'�;.��r�1�1 I',}�-"��i�l�,��:-�., � \�� �'��. @q ill 1p. r. . II:.A— J �. ��'•� ®�M ��IRr�iEC' � a i� � wa.`@� �. SHEET 321 K: C SHEET 33 LEGEND WETLAND QUALITY EXISTING PROPOSED PROPERTY LINE --------------------- STRUCTURE SETBACK(FT.) EASEMENT LINE HIGH CURB LINE 100 BITUMINOUS 0 0 CONCRETE 0 0 SANITARY SEWER --- 60 STORM SEWER 15 WATER MAIN --^----DENOTES OVERHEAD UTILITY --------------- INI-ET STORM CATCH BASIN 50 STORM MANHOLE 0 OUTLET CONTROL STRUCTURE Q MANHOLE 50 HYDRANT 15 GATE VALVE 60 TELEVISION BOX 15 TELEPHONE BOX 84,466 UTILITY POLE MANAGE 2 RETAINING WALL 30 FENCE 10 10' CONTOUR - -- 29,928 2' CONTOUR ------------- —FEMA WETLAND 7 FEMA FLOOD PLAIN HIGH WETLAND LINE 60 WETLAND BUFFER 15 CC:, 000 SPOT ELEVATION x x HIGH I.O.F. EMERGENCY OVERFLOW 4 " 15 000 0 SILT FENCE ........................... WETLAND 9 TREE FENCE •-••-••-•••-•••-•••-••^ LOW TREELINE ................. 50 SOIL BORING 15 H 5,861 GRADING LIMITS •••••••••••••••®•••••••• I MANAGE 2 WETLAND BUFFER SIGN 1 30 1 50 L�ores Posr WETLAND SUMMARY 18,855 I� WETLAND FILL = 87,854 SF (2.0 AC) O WMC WETLAND BUFFER AREA 586,744 SF (13.5 AC) REQUIRED WMC WETLAND BUFFER AREA 516,229 (11.9 AC) NOTE: WETLAND REPLACEMENT CREDITS TO BE PURCHASED IN LIEU OF ONSITE REPLACEMENT. TOTAL WETLAND MANAGEMENT CLASSIFICATION WETLAND QUALITY AVERAGE BUFFER WIDTH(FT.) MAXIMUM BUFFER WIDTH(FT.) MINIMUM BUFFER WIDTH(FT.) STRUCTURE SETBACK(FT.) EXCEPTIONAL HIGH 75 100 50 15 MANAGE 1 HIGH 50 60 40 15 MANAGE 2 MEDIUM 30 50 10 15 MANAGE 3 LOW 25 50 10 15 WETLAND NUMBER WETLAND CLASSIFICATION WETLAND QUALITY REQ. AVE. BUFFER WIDTH (FT.) MAX. BUFFER WIDTH (FT.) MIN. BUFFER WIDTH (FT.) STRUCTURE SETBACK (FT.) REQUIRED AVE.BUFFER (SF) PROPOSED BUFFER (SF) WETLAND 5A MANAGE 1 HIGH 50 60 40 15 153,278 156,346 WETLAND 5B MANAGE 2 MEDIUM 30 50 10 15 28,715 35,852 WETLAND 5C MANAGE 1 HIGH 50 60 40 15 84,314 84,466 WETLAND 5D MANAGE 2 MEDIUM 30 50 10 15 29,928 34,520 WETLAND 7 MANAGE 1 HIGH 50 60 40 15 64,056 64,176 WETLAND 8 EXCEPTIONAL HIGH 75 100 50 15 131,222 186,668 WETLAND 9 MANAGE 3 LOW 25 50 10 15 5,861 5,861 WETLAND 10 I MANAGE 2 MEDIUM 1 30 1 50 1 10 15 18,855 18,855 Name Golf). TOTAL 516,229 586,744 N HEET ; �49'i I dy 0 125 250 500 .• a .� -- I (IN FEET) II------------------------ ___________` BENCHMARKS 34 1Minnesota Department at Transportation Geodetc GSIO Station No93813 (MnDotSHEET SHEE35 Name Golf). I r ELEVATION = 974.53 FT, 2. Minnesota Department of Transportation III Geodetic GSID Station No. 93803 (MnDot III r Name 8605 S) III :' ilr III: ii ELEVATION = 966.55 FT. C�Carlson V,.annrental 3890 Pheasant Ridge Drive NE, Sl.in 100 Blaine, MN 55449 1 hereby certifynthat this plan, specification Print Name Brian ] Krysto� a or report was prepared by me or under my Drawn: lIll Revisions: 7. 5/6/22 Rev. lots for Elk 3,4 & 5 9/13/19 Per City Commen s 1/9/20 Per City Comments D E N A LI INVESTMENTS HAVEN RIDGE• ''t L 5 / I phone: (763)489-7900 directsupervisionandthaIIamaduly Signature: Designetl: eJK ltyComments 37/22/ 20 Per C20 1313 Hillwind Road GRADING INDEX of McCam :engineering su eying Fax: (763)489-7959 thelawsofte Stat ofEngi esota Date: 4/5/19 License#:25063 the laws of the State of Minnesota Date: 4/5/19 12: Per Cornments 5.34. /08/21 Per 2nd add.&Ph.2 grading Fridley, MN 55432 Y Monticello, Minnesota 41 ww.caHsonmccain.cOm 6. 5/25/21 Per 2nd add. Ci Comments \ \ - a -sea. 8 27 •' \"�°�' __ -� N£ MAP KEY 10,�iENt/`-\\\\ 38 3130✓. 29 �\ SNR BFS Sj — — 956 — •aa, \ 37 — ,c s ' 956 36s is 3 960 10 56., •''�� ` 35 -3 \�\ \ ssls as.r •. \, 552.2) sss. c i SEWO0 25 50 100 C962o �> / / 5T \so \ ` \ �� I I k G / / Se�/O j l 962.5 / / r � m �\ 106 O / � �2 ksz.o � • � � \ \ \ � ` �a,�� `� \ � 8 � (w FEET) `[ 6 �, ��fx �• S)� BENCHMARKS 6.5 / / S9 / / 5 / / / / \``r BZ'3•• �,- �\ w.\�� £ WO9 20 / 0 • , . ; �'� �� :EZ N 1. Minnaeata Department of Transportation �\� `\j(#• 6 g `� //okj ! (` / (� 8e? > {. / / 1 �I \ a6 fXg • • \-�,1 -„ �_•a �� w, Geodetic GSID Station No. 93813 (MnDot Name Golf). GO PN ao\ ••''� \�'" ,o 'r / 0 r� �`� g fX.6 • �\ �1�aELEVATION = 974.53 FT. Or\'(R ss ' . \� p �� \z•ao J l /h /� l l 1961• l V / l \ \ s>� �c°9 2. Minnesota Department of Transportation \J \o {� B /\ / 40•/ >% l l 9 7 96 I • • • • f \ ' \ 1 �e>\ Geodetic GSID Station No. 93803 (MnDot ^ �`s"_�✓ r� l� U 961 -\2_ \_ 6J> \\� / / / 10 /-��\\\ 6 X.fi�g \_,�^ �" Name 8605 S) \\\��� e 609 _ x '\ m 9ss.o S£ / (951,'' / g / '• \� �__ ��>a,%�,�,�, _ ELEVATION = 966.55 FT. �e-24- NUE S£ ,�— \ (962>) / l 1 6SO Sew,, SIC / / / \ •\,Rg1z� ,� \\`'-'�� •`�„„��� \ \ sss >` k 6z.a ' ? o.s � g33 � �� \ / \ S ) � �\ 1 / / �• \ w, 5 �\ QRO NS'CP� ,, }� WO r 1Zr�6 � / ///iii1�\ / 861.5) / S W / 4. � � � 6 i a•2 ^ J S� ) j� gv� 0 ,.. � I .i \\\ `\\ \ \\�\+9 • 0• • Jl l \J l 'l / `���0 / 8j;0 / u� / _/ k 636 �• \ °' J \\\ \ \ \ • \ \ II/ 1ZDC / / J / ` g61.0 / / S£WO / / �4e 7 /r �F , — PoPo 66'5 m �\ ,7 ` / ®♦)`(1)%I'-, \ /I \ ,\ \ \ \ • \ � J � � / l 'L / / � � � r J / / 9�� •2 / / �\ \ �M % 69.3 1 60X rl ' 2 j � 1\\ � ♦ D / L 5 S£W / 6 . / /' .988 .. P �� 9 • \ \ \ \ I,\ ®\ � \ .• :.�, �, 1 V—�\\ �\0 ���Jl l "J l � l l I / / g62j0 / / I �t�k 6 1 ��� g•0 \ T ®\ �• ; ' • Asa \ I\ �— — � ,, 5sf'��, i l 122 / / 121 � / / � 962p l l $£WO i '�. / / a6 �?es � \sss\� \ •-y \.,� \\\\�\ : - \ — _ \ \ ��J / �'j\� / '� / ?cam J [ 962j G - C se.3 �� \ • �� \\•.� •;•r: •,'• \ \ \� \`ssa �\�9 _� �s �/\��� �J' �•• / / 1ZV � l l <j' 6Z0 Wo�2� " \\ ; �;.•. \ \ \ � ��' \—,,\ � / _ _� �\ S / / � J 560.5 \c / / \ ,k � \ \ � \ G \NE '� . \ \ _sa sag — — ' • • . r 11 so.o W s M PVT( g 6`� 5� ` \ `\\:i.•._ \ \ \ / as. �\� ----- sa.s--- sa. / J ,�'�- f R�Q�\R , \` ® `'- � s. \ \ \_\ ,,,\\---------__ `_535 _ ____— \, \``♦���y�/ / 118 0 i $g1 `' O F\\)- � ��,�,;. � \ \ \ �\.--�-�__ �y �\�\ \ 6\ � 1 % / gs3° � s �� • a eRH� \ �y. .\\,PN F •� \\ ` �a'. \ � \ � s 9y,� s --\ ae.o � \ � . � �/ / 11� / / ?s \ \ � � a � �. 27 pAy \ \ a•. 1 \\ \ \ __--- 946--__--�sZ N 4 0 0g 9y� 5jz \ •`.•� \ L \ pnI \ \Al ®®•°° sasi\ \ \\ ''• \ \ ssz 9-N � j % \ � ��\ `� �\• 1161 9g19y16\\\ \ 1•. "• \ '\ \\\_------954 — — —\\\\ --- ( / \ \ J/ \ �\ \ \\ �. \\ g®♦ - \1 ��' . \ 1 OP�g o Q .. — -- ---- ssa------ ------------ 9ss \00 �`'t.1� ��, `7�` '�°�' --- \ �� :.__. � / ' �� 1 °". \� °.. °.. �. a. — a. — a. � a. —a. — � a.-- -..— : —� — � 'm$ ♦ \ _ \ 161 ------ asz— \ 960 ) _11C 958 \ ' \ 96o \ \ we T --- _ _ --?So — — — / _ °�� —p aao I — a o�ip.. -- — �94o °°°••°°°°o�$o ag°FlLTRATION°BASIN 100 °'0000 ° 4p ao o°°o BOTTou ct _ I SEE SHEET 27 °°° 0 3890 Pheasant Ridge Drive NE, Revisions: ]. 5/6/22 Rev. lots for Bilk 3, 4 & 5 D E N A LI INVESTMENTS (" Carlson onm $Uite 100 1 hereby certify,that this plan, specification Print Na- Brian ]. Krysto Drawn ➢1a 1 9/13/19 Per Ci CommentsComments ental Blaine,MN55449 or report was prepared by me or undermy 2.1/9/20 Per CityCommens HAVEN RIDGE PRELIMINARY GRADING 26 • engineering phone: (763)489-7900 direct supervision and that I am aduly Signature: 2 Designetl: eJK 3.]/22/20 Per City Comments 1313 Hillwind Road Of McCain I •s°r"eying Fax: (763)489-7959 ticensedProfessionalEngineerund¢r 4.9/10/20 PerClryComments Y Monticello, Minnesota &EROSION CONTROL PLAN 41 the laws of the State of Minnesota Date: 4/5/19 License #: 25063 Date: 4/5/19 5. 3/08/21 Per 2nd add. & Ph. 2 grading Fridley, MN 55432 www w.carlsonmccain.com 6. 5/25/21 Per 2nd add. Ci Comments II 0 �' - • t.' � I v vv v / / v ' ,' v �' 1 SEE SHEET 26 ' v / � q. A ��. �V��`w WETLAND � I a' "•'` - I I \\ \ v / 123 / � SF e � s?s 9 az C ' ' 11 \ �' s M �. �, \ 100 YR HWL = 9574576' 57.8 4 10 DAY SNOWMELT = 957.61 100 YR B -B HWL = 957.9 I I �. r *s s \�,\\ \ / / \\ / �b / RP3 �\ �• q\ aeo. wEn.WD W4u 1B ri. M Low a /+ I ,• 7.5 I I II I f \\ \\ `\ 9d. / 1ZZ �/' / SF y_/ s?`� \ / / ^ \ \ O`;• \\'� \� `fid\\ :�27`` Q wp snzucn,a� sErenck rr. is i. --' / I I I \ \ \ \ ♦ \ ,/ s� / !\ @ \ \ \\ J e �'p,, \ _-- rsaulxEo pBUP ��/ aA� �i�•�VA,�----2.8 Psolwsco eufrtx s.em ••� I I I \ ` \ \\ s / ' s ' ti /� gasp '>?,. -.�#� MAP KEY L -- a. 38 --31 302 �� �v ssv vssz v�saz3 V� vv v V • <v 1Z� / / • �g / I 12 BW74.0 BW 740 I 1 % ny\•\, � w. \ 9 \ �.\ �\ \ y \/ / oM > y � I F ' ' \ 'TW 75.D sos �\\�.' \\ 37. y I '$ °'\ \ \ I \� \ \\ \ N = 95 � \?s \ �, / SF , ^,t s � � / 1 • Bw7z.o, sy� \���' \ J' Iv \ \ Y SNOWMELT HWL = 957. \ \ s� / e�� // 9se e o 1 .ewiz: / R TAININ 957. / oM' v w7dss„ _ �v v 11� 's _ a ew7z.o ALL il1ro BE �, v I � o I /`\` �\ �\ w \ \<"°\w \ � � \`\ ` \\\\ \ \ \\\`�\ \ \ \ \`,• \X\/ �OI / 'e'M, srs � �\ ' \ e �' I sF il'�J %' ®TwTiss RETAINING WA MATERIf4L\� \ ----,3' /PRIOR TOOIADED"ANONrn\ �%\ 35 I h° � s +� .°\/\\�\ �°\ \�� � \ ��\ \\ �\ \ o \( I v' // �\aS�OS2J / \• � ��'% B��e°L / \\ .�\\\. 0 25 so 100 2` � Bwiz:oas �s � °'° PN FEET) DING SHALL GO \ \ oaoo A 9so� ���•° °\ V` I I A �� / / Soso // soY • BEYONDAE PROP UNE �� vv BENCHMARKS 1. Minnesota Department of Transportation \ \ pa Geodetic GSID Station No. 93813 (MnDot Nome Golf). I �°% ��OO^,O°Oag,�' s0�v �� � °r\ "'°\"' "°� � A�� �� �• ' as O O v� I �° /�\ ��� \�vv eLEvnnoN - 974s3 FT. EX. POND I g og°aoo ate\ \ \ \ \ �� • \ /' / ae s� . y� o Minnesota Department of Transportation J log 8po°o ggoogooggo°oa \ ?'0 \\ \ I\ lo°\y \ " \ \ + , S / \ \ ceaeeea cSID Station No. 83803 (MnDot \ \ Name 8605 S I 1 �\ \ d gg \ / \ ATION - 866.55 FT. \\ � ita °googo°o°°°°'i�' nON °q°e \\O �\ \ �•\\ . .� /' `1 / \ \ a%g` or Q q °°° s, f Oq Q ag°g°g°° . °\, \ s o !L n \ I \ 00 Y a 4g 4'�j °o gy -,I �. "° \ ° \\ "'• 00 r? �Yp 94 0 00 °°ao °g°gy \\ I\ do°4sgg 3P+ r? yk1/ 9S e$ ° a. \ \ I _>�. V C og� gg0000°d' s Qr .off °° l �a 1 5 oo°'ggggggggg�o� H S -Sri v I 1NINs • \ ° ° NO GR NG HALL GO li I .� o ° °°°°°°°°°°°° °egg °°ggd a°� �: \ !�� �.i\ ° w \\\, \ I I \ °♦s BEYOND s �r% �- € I �T✓ ,� A/° °°°� gggg °& gra°a°al ii / , ��. � V _� �vA w VA ��.v i �+�\ � / / / / � � �\ I`,A � 11 I I I .1 \�1\/\ \ °oOo °���&gg°�°ggggggga°oou�°o°o °���°� / �° '� .(%r� / / / a; \ \\ \�\ \ \ \ �`;\` \w \ �° \ � � }� \ � • 1 I / / / / / \ \ � � � \�� I I� IIS 1 I � � I iI h � ✓�. � A o�g°g�g�g°gA � ° V `O' fiiY / `�° ��° \ _� � �� � �a. V �JLI➢ � V � V / / � � V � � 1 E%.72.1- EX71.9 sw \\ T 1 _ _'f dt5a / // POND 100 NWL = 949.0 10 DAY SNOWMELT = 953.1 100 YR HWL = 952.7 ( „\ \ \ ee \ I 1 \..100 YR B -B HWL = 954.3 / / \ �Ilz SWEI � I I�Q II I i o n \ 944 `��_��_ �•\ `\` �n°I II :•. \\ ` � \ m° \,��^+.% -� //�" // ji^ V Z J. I .58.8 I � . � •\ \ / \ (\ \ I i / I �� �I II � �� I I 956 I I I -� � � _ ` \� \`\ I ° °�} �. �.�i �, \ •\ \\ `i \\! I�\I \ \.,,\\\�\\% // // % // I I I �� 4 5 N P: V �� �y v ,�•/ / 957.0 r 1 11 1R I 7 n 957.6 957.0 957.0 z I 3r�__v I I ` ' •"•' 957.5 957.0 957.0 I I /� \ �� \ / ( I �B�Io •\ _�� / 957.5 957.0 ,/Jib 'nE,udo anon MMEoou9z � %• I ! I � ,-� \ yam° / 957.5 % y ,� I WO VVO ,1A/O 957.5 57.5 gS70 � / se �• \ ar I '_ uaY. eur>:Ew wo1B rr. so ° \ I • \ ��, '/\ J _ \� /.�••x� /\ \ _ WO WQ( 95) / /� \ smuciu srienat rr. is . I I I \• \ \,„° ,\^ /i(! �� \ / y'�\ 5.0 G G \965.0 65.0 G I 0(2� gS) / '-y'�,. / 9s.'•' PnaPogo eux s ass / .•: '.° \ �,� I !! ... •�s'�'.�/�.'. w,.A-�� A w. I �' I � u l I � I I a x 65.0 G 64. 9S O v �� -:f::': / V wV �� � .�.' '. A ... A• v 87TH STREET NE y w° \ \J� / � j"a\ \`..,g!'�.•:•: •:.:•:•:?5e•\ o-9 F'• �- s �\ ..•:•�`.�.•'�� i•�`:a�_v.•..°a•`� • ... \•. v 11 I� �I►- I o.s I -- vc. "` ej ak 4 / SSS Jr > .�.... ��3>'.• '• / D, \\ s,, / _ � \•� i •4---- z.cc 's Q' !� �'0 %/ ^�. \ ssz \•.. '::.(� J ,,�'`,�o�° \ • �� /.,.rs� .•r�� -�Z `°�\e:\, •.•. . __»-� r �. 11.131 i 6 ° 8�.8 I �- --- 00 / �% / / \'. \ \ / G `I \�/\ I I % � "• •' � -// �w..b . .f .w I I I 1 \0 s - /• 1�� 1 ,k \ a. •/I / %'\fJ�\ t• !`• 1 981 62.5 0 S*c \ > m � ' • � • \ � / •� \ l..-• •••�. •; •�• c.. ♦♦♦ s \ "y '\, . \ _. •' I I I r 964N 62.9 964 82.5 \` B) ,�. %y s,� � a% / ez� :I i a• � \ I / � \ \ � I � �I I � I �� I_ �� I I �� I I 1 m� � I I ��f N � fire � �� �\ � / s� O�'rPo � �' '• �� ,, i � � - - - - - \ '.,' I �� � ayx aw tea. �' •�. "I .•..',r:;.�:::.�y7 w.\ \ \. �F'•'-'•'•'•:-� s A�98. G 95.3 c s. c c I 'G \�>09 '. s� �•J /'/ 138 53--�o'c�n� � o � I. ��--' �� •''`'.•��i `\ \\, ��: fil LO LO LO LO / // 6si �� \ 5 z i -I- - :LL.f`.•:l». \ w° \ \ �\ `` 960:0 957.8 I . 19860.56 -s9s5L-o7O 960.3 957.8 :o 5 // / ( O •s \ ec \ �s ; @{j `\ °�; :PS� O ��s� \� 186 39V I 3 s l o� II ° � �ssz� V I �• , �•.:�•:.->�:'�-.f••:• �{� �/�\ �\ � �`"_\• \ � .,, \\ \v \ � _\ r w , \�•\ \ \ °° \ '\•a�. \.� 12 54\ 2 3 O q S'z •.'�'. I \ �\ \ 3890 Pheasant Ridge Drive NE, Revisions: 7. 5/6/22 Bev. lots far Blk 3, 4 & 5 D E NALI INVESTMENTS C�r�SOn onm Suite 100 1 hereby certify that this plan, specification Print Name Brian ] Krysto Drawn lll� 9/13/19 Per Ci Commen s ental Blaine, MIN orre7ortwasvrevareabymeorundermy 2.1/9/2oPerCitycommen� HAVEN RIDGE PRELIMINARY GRADING 27 • engineering phone: (763)489-7900 tlirec[supervisionantlthatlamaduly Signature: 2 Designetl: eJK 3.]/22/20 PerCltyComments 1313 HillWfnd Road of rveYln9 'one: LiE¢nSed Profe55ional Engineer under 4.9/10/20 Per Clty Comments Monticello, Minnesota &EROSION CONTROL PLAN McCam su the laws of the State of Minnesota Date: 4/5/19 License # 25063 Date: 4/5/19 5.3/08/21 Per 2nd add. & Ph. 2 grading Fridley, MN 55432 41 ww.CarlsonmCCain.eam 6. 5/25/21 Per 2nd add. Ci Comments o°�°°°°°°a.go°e°°°�°®°e oa / \� SEE SHEET 27 �. a.aa a \. I a 8 , �Iro ° N Ii I • I \ \ \ 'tic¢o$00000000°o°o°o°°°° `\ / / �\ \ ° \ �\ \ \ \\� \\ \ \ \�� \ x \/ _ / / /�° y..t\ \ M \ \ \ �c • `eye POND 100 I I \ 949.0 NWL = i 10 DAY SNOWMELT = 953.1 yam\\\\\\ -----'/' \ 100 YR HWL 952.7.\ seo A\\ ��\\ / 100 YR B-B, WL 954.3 \ oto o 25 so ,00 I ' s. I I \----------- � �� \\\ ..,.,..\ � � I II I ..\. .�.\'. \ �e •� \°'� \�\��\ AA (IN FEET) `✓ /I �h I �1 IIIr�I IIiII 'I _ v6I II l'I _ 2 • \ ash995/42 4 Q49.4 4____4_9.8 5 _ I � - _`'\�\`8.�v3� T^r`�9\q0\ \ t\\\ 39.7\\�\ /\ - \ "• 'Ay\� \ ,I III III yl`" l aiBr1. i ��.�� -♦' <°x. • •. As BENCHMARKS ENCHMARKS �3� 58.488 1. Minnesota Department of Transport tion Geodetic GSIDStot Station 93813 (Mn of Nome Golf). ELEVATION = 97453 1 49.6 2. Minnesota Department of Trans v fort tio No. 6 - 93803 (MnDot 2 3 �I FI 957.0-- - Name eeos s) X33-�=-- 3 \ 1 n 957.5 957.0 957.0 957.0 (� I 1 V', v / I °M xnv:x0 cuss,cenaN MAMA¢ z ^+. 1 i I I II /• NEIWlD WILTY NEDxIUM I I 957.5 957.5 957.0 957.0 1 1 � � \ �: \ � � / lel - -' Rto. AVE. BurEEx Mmx rr. aslI � �\\ \�� I 957.5 WO 957.5 957.5 / sg6 t eye% NAX BufTER vnotx fT. m . '\ _ I I I I L I WO WO \� V\'\,, ` \ '\ '3za3b I iI 965. G G 65.0 G 5.0 G / 9S� / \ \ •:i:. /' / \w`v I \L ..�. •i\ ./.�.. w\\,� a, µ \� 'I •1 �,.6 -96a � --- �� ►� I I �� I � , ,G 96 wo s /' � .::, : .';. _ � � I �\; / ,�o , ,?.LL�� LL".-.'.'.•.'.-.. ��\ «.\ 162.4 964 -� �•k, 0 1 �J � �' � / /• I \ `` !�Y � \ ° `\I \ ` \ II 62.8 63.1 PVI 2+50 ` J \✓ ,.,�•. / J I � - � � \\`.••--..-. �°.\ V kla_ O�s° > / S, 7c J •j•:': - �� ' / a _ \ \ • '-1.-. '%_ ` \'� •-' I .\\ \ ss} \ %s 1 �� - - - - �- - 3100 y\ \ • z e.... .,r `.' ' �T�C '� �•..\ \W 1 11 1 olY � ,.,3� 6 � a� -I_-- e],6 \• OSS-0 ^ • s t ...� \ I I ��� / -/ `�.' '� / �'.' .. \\\ \ 1 Q r II �� I Ij 6,19 •s, szs szs \ os \ s \ 1 � \.l< �r /, /� i� P � °°< � \� '"° \ "� � � /.`.• '.•.�•��•�/ ''�� \ v.�'w`. 1 I ° -964 -- _ 63.2 62.9 - 09 4Po hq` C V9 VT \ ' • °�' 9 \ // \moi \ �.'.�i: `. �S \ \ ! \I r + N 964 62.5 �a Bis .li s,� �/ ei / ea 47 s ,k �\ •+.I- / •J. ./. ... /.•. \ \ \ \\ \\1� �1 li I �� `d �� N K S/ O .s0 , ^: \.,a! �i \� 6y% N \ W�'. -Ci 4'IY°a /. / I - - - \\ \ \.' •'~\ \\ 1 \�, ti I h 965.0 G 985.3 G 96 %� / �• i t ; G G 65.5 1 _ ^� -' 138 G �09 s �• I ro mew �°i • w / \ ... �.�' �\` \ II A .'a \ /,\ / \ ( 15�3/ oN_o �, , � �" •� _\ " �l�•. � / \ \ .....• .`.. \ � �.� '�� Iw • I I \LO I ^ 96 '0 ) / \\ 8 \ h�' 'C 1 1 \� 1 IL �`-l) _ o J Im i�--`• '•' 7iti / �� \,,, \ �°t \\\"tom. .. \ . �.\ Iii 17 � ss7.5 s70.6 II I I II �lLIiII'II l I n III �19680-6.0 ��I 11 9--1 9Is 58.0g58.0 60.3 960.5 L�-9 L-. I ge0O- 185 / i / / �s,Os�2 �A•\ O -� e0+' ;��\ �s /� \ ®�, a \ e�rna � 5-�56'�,° � �s w�ww�. o vv� X'1�3�9�� 1I �I I� 1,`,v1 �w`',1 ,1 --� % 1255/����1 mrn00,u.�cI1.N.r0.. . \��; 6.7R I o�, �� ����+TI� 's� � �' �/I v9 62v � � \_• i`• • ".-'�•>�:�•••' f��•;�� -.>C11y'°°;" "�\ /}^�-/• �\ v � \y�a -\e \� "'v\ \�•\ \ �_v _v f w \v A \\ w �11 , 183 i 184 1 1 182 Il 1 181 O / y `.w,° _ odd• \ 12 �- ->/ > Ot1Ona '�5�•\ s�/, I �'`\ �\ \„ �w. t.- 1 2 I 3 I //\ \ w trio �J I ^�o I -.`• \ 4 �IIIII57.4 EX.58.8 9sa --� / 7 /� / e. �\� \ \. r r i I 1 _ 1.-:..• i I Ii €1 ••• • 60� O w 1TTO W8 O I /-.'.\ I II I I 11 � J�-'� •.. � /� , L��� Ib,� I \ \ \ 1 0�l N, I /� .. � \� r „� fi5 � -•5. 1 \\\\\\ "`\ '\ �. I / ,t.`.�:��.' �I'� fi \ \ • • �' 8 /V ° / I ° o Y/ \ 24 WETLAND FILL 3,511 S.F. I _ `�iS :� ` � � Z to O - 5 e /\ •gip V .'I< )r /..�x- � \ `w. I � \ /�------\o � � �Sps� o X10 \ ;\1-c /��\\\\�,\ 3 \\ o"N % Y`- -to rim 115•�`�'aww �-• �!�''` \\\\ / � •b4 \ __ �• .���.•'`.�:. / ISI -- f 1 1 8 AVO 14 C: � �� ptT ✓ v7 a, o \ �- > O �� � • �/.LL.;._.:. LL. `. _.\ I \ / I'.. •/•... •...-•.. .�` �\ I �' - . � \ � 6, \ a' S � � t�y`o \��, \ \ � �y8 \ Nolo y3 I\ � • ' �•.`• / .. t � \� ,•:.r.:.: ° \ i/ / � I I I I < - \ g w o�' � w 150 �G \ a.ax• ` ��`. \ II I° I 55. --__- \\ ..N O J \,... w,\j \` / :.:::...::::::• .. • l' �y9. \ c�' \ 23,'A \/ -� � • :�/.LL"�LL ....•A /•:.C::-:.'''''•' \/ •\� `°t���p �' � � � 6a,. � � 142 �` ,, ,� � �,� �� ,. \ � � \ �: -- �:..•.• .':`.. .' ' �•• \ 1 ] 15 \ 9 4- 18' >L 1,=r'.'.'.^�-:' \ \ w Vo pV w oVr \ ro �' .•1 .•�•- # \ ♦- 14\ - \ ` r`mw 5'�7 "�%•.•.•.•.`.•.•:•.f.... '-/ \ .�`'-- ::�•:'.�.y \ � " I � N � - • - ' ww 143 }. \ •::::{::�:' \.•...`02. �' w � tea, \ �/ \ 148 w \ � � \ . %� I �'1� G I �::::'�::: ` 1 �y • F� hp's ?/ 144 tl 7K� \ OUTLOT B / \ :-! •:•+ sl"• , /// 57.3- ,v17 a t: _ so:ay. w;wy �� o •� . f:.::f VV �. 9 WETLAND #SC::`.:.....:. $alo L• o• C3 \� < 145 14r r 1 . N y� 10 DAY SNOW MELT = 954.8 , / I m � WETLAND #5A PUT 1 i / �r � - -- 1 �1 bio 1 9 a;.... I >< 75 I 100 YR HWL = 955.0 10 DAY SNOW MELT = 954.8 rt1 • I \� r (/ e% e /' 2 seo O ' o _ \ 100 YR HWL = 955.0 j.. H ' '' T 1 2 X s $ a2 J o 961.0 ° / " .0 ` {{ 100 YR B-B HWL = 956.9 / '•:1::••-:'. 1\ // �� aT. a �9 L 957.5 ,I I Sir% J •. ..a 1 '"� ' ' \ 958.5 _ _ _ vrenAxD cusslncI 100 YR B-B HWL = 956.9 I \''`'''"' '':'. ti`" ss O�2\/ cT/ _-- . . "se \.✓ `0ti o / •� / C - •, W REMA%. au-- Rr� M 6a -951-• � xEnu+O CEAssncanax A8A¢, � /'� �� ��• � LO 2 R �•''�.-... .�. I \ NBnAND aDAD NIaN I { }._.. • o,s I ( __\ I m _ _ �� .'uw :.\.` �\ MIN. BD ER(FT)a s �]•.'.11•. `._.f . I /� '•i•'�. REo. AVE. B-R eDlx M m V•:'`;.'. •. 'O / 4 / - J to K 1 xa,x • '�• •- MAX.UrfFR \ g 17 C e I W ,•�•-IREURE aE BUFFER 15 1 g •' •TB . vnmx Rte eo \\ -I,\ . '\ IMP e' 'Dap a �/ / _ G I I [n RBauIRm AVE. BUREER e. n. I T Mw. BUTTER x AC T. w 1 \ �\ 2y n 965.0 G - 965. G z N r- t°i W .• PRaRosm m rtR e , ss .r.'•t'•'':•: � BtRDa,DRBg,BAD% ,a '�•':' \ � L m I �0 116 I. : -- .�:\ j ' �••'� LL REDUIRED M£ BUfFER ,53,2)8 \ ��'.'�'�•'. AI I I a \ `..t. `. •. � -- /' �� sS`0 / k ,�\ ~ � �V.� s 3 ssa-�- � I 61 - c� /� 'n .�.:�.\. t \ 1 - 1:.:'. .`..' / '::':�`" :`�".. sos �/ s�, o6p� a s3.e m - --- •W :'�\'� / of 4`.'.'.'. `.�'.'.'. `.'.'. • -962.6 7`.� O / / \ eb -- EX.57.7'-'. • ...,..�� � .-oa-'^'I'Q` �� s.as ,oma . -"--`-'-'-� �� " ��j • .2'.63.6 I, I~ l�im 161 \ ,� ............ N FUTURE WETLANDegq; T 1 �/ . ;o ...•�. `�. � \\ / k - 62.4 fi2.7 o ab^k \ VoSIPO \\ .- �5.� • I / �EEE BUFFER '�. •. \.' ��f't�\J/ / � �Q / °' 96 ' � .� -96 ASSUMED -- q. Oi `�'.1': •:- .':: \\/V s's ' - / G n/ I 1O 1 _ 5.D8 ASSUMED OFFSITE WETLAND /i7j 9�O / ; I O rn�3rn EDGE (BASED ON EXTENSION '�}'`: I •'- •Jl gSjS LO o - 1 l_ �Ih OF ELEVATION FROM SITE) 4�il 6726-1 0 LO L . . ' = , -7 % // / L SEE SHEET 29 60:-0 ssos 3890 Pheasant Ridge Drive NE, Revisions: ]. 5/6/22 Rev. lots for Bilk 3, 4 & 5 D E N A LI INVESTMENTS C� �/Md SNite ,loo MI 1 hereby certify that this plan, specification Print Name Brian ] Krysto Drawn ➢1D 9/13/19 Per Ci Commen s \\�_.-t•MM■■ •environmental Blaine, MN 55449 orsport was preparedly me or under my 2.1/9/20 Per City Comments HAVEN RIDGE PRELIMINARY GRADING 28 • engineering phone: (763)489-7900 direct supervision and thatIamaduly Signature: 2 Designed: eBK 3.7/22/20 Per 1], Comments 1313 Hillwind Road of r-ying Fax: (763)489-7959 Licensed Professional Engineer under 4.9/10/20 Pe r,tyComments Monticello, Minnesota & EROSION CONTROL PLAN McCam su the laws of the State of Minnesota Data: 4/5/19 License #: 25063 Date: 4/5/19 5.3/08/21 Per 2nd add. & Ph. 2 grading Fridley, MN 55432 41 ww.earlsonmeedin.GOm 6. 5/25/21 Per 2nd add. City Comments / .. .� •.".•.t -:.0 �w;, a m�T V �. .�. v� Sss ��' �60.e+ • - �I .1 SEE SHEET 28 // I/ / /�� ;•;.:::.`�� WETLAND #5A z L-� I \ 7 10 DAY SNOW MELT 954.8 5 1 v y / `0121 � i0s1,12 N oo 26 ANP5 - 100 YR HWL = 955.0 1 '.'.... \ '► 958 5) ) 1 ^ I / ...:::` •�. � 100 YR B-B HWL = 956.9 I _�� - � �-' ' < ,� � m / �p(2 I � � M!nANDCLASSIFlCAnON LO(2) R m / '. i .`.•.'•i.'.'.'.'. eEnAIU aUAUTM M hm t �' 1`.'.' • , . \ 27 60 I \•.'. .'.I.�.. t \ y 17 ° �' c6.1• `°m �\ �/ /, I - I I °m' // / -- ..... / w,iN. eumn •oTN Er. b s' \, \ 6j� - \mss �\ sss. c sss.oA c PIS LL;\ •;•-•- BSTRUR. SEIBPLK fT. .5 \ \ :. .•:•><•:.:� \ 13 „ m /I `n < �o A • BaDRm A 6. FF�En 1 a \LL' � ^� I I o MAP KEY . \ ' � i Po 4.1x tno Z o PROPOSED BUFFER S 15a.3b { 4 ` } ^�. •♦1' / \ -1 :'.'\'•'. i . --�.� � /� 1,\ \i � ''°da§3 \.J\ti'�ie�- � eSj � V•�, 62.3 62.7 w1 5 63.5 �'I � i r / I ��;• ;- x �� /� ok e/e -�� ��.D '- 31 6 6% _ 6r 63.6 mm _ - .. � �' • �. �� sssy- � 62.4^ S T 62� _ < 0. 6�> .\ O \ 1..`1` ` �•' \ \`\? 96 m, _ 1 .7 O 63.6 T �</ 95960 \ 4 - Qt�O \-''•?�H'• I /-•.'.'�.'-. C. 'I�t\�� / 8 1/ / SO p -_964 �. -, I,� r� 36 �,3 moi\ 35 a�aR 6 k� 23 f\\ : ' -.� .t \ : j :_:� ::: •fR6j 96ob 955 LO Ktfm! ° J ° � TRRr . p ��, / � •. a � / �� _/ / 860. L e6o.o 9959 I • m .-. 9,, BD RS 6 k. ..-�.qqp .'"•� / ':�"'`:•:-: :•:-:-.". `. •... \ 17 / I J ISL I a.2z N 00TRD - 4 168 19 WETLAND #5A \:':.T. �...-. �.� �. - --- - ----_ ( I 16 •I' 10 DAY SNOW MELT = 954.8 \ / \....:': %\ 100 6 56.0 sz.7 \ 964 / 100 YR HWL = 955.0 �✓ i :: WETLAND FILL - T ' �• %iT.,. ' e « l \ \. �10 j Y 100 YR B-B HWL = 956.9 1 .. 29.927 S.F. o ) ,LAND CLASSICAT , ... I a s D m s_• \ „� F..F..... \` ...'.....':::':`::::':": ::'849. .'.'.".. ••° �s�•a O.t7', � I� N .•h..'! I REQ. Ate. Bu�R xtoni rr. so ./.... y...-•1 \•............:...y. ,.�... / • f> � "7�/� � \ ? Iji /eg fi0% obt q,9%, 1 •� M.N. euo- olx ri. MP AOE / /.•.•-•- .'.•----.••y'•-59� YYe�rP�D. -#5B i`• \ ��A� r% C62 \ 1 1RD�/89 1\ UCNRE SEIBACN FT. B 15 p • ' •" `\ • '+ \�� \ a• 1 A- 1-1 Te / � `� 10 DAY SNOW MELT = 954.8 �.. ; \ F r PROPOSED eUiiER Be .]b r16 RETAM"4�g • • + ��.: \ / ' -]DO YR HWL = 955.0 �(B/)EDBLDERD➢�D6.° B-B HWL = 956.9 �e�� • �e / ND °rao a,D sey -U oP i \ F •\ xETUNo aPssncnnoN Nu,ACE z \ / ./ " r FUTURE WETLAND ds 5 BUFFER T% .� _ [•.•- REa. AVE. eufrtR MOTN fT. ]o Tc s2.a 'T'D 55 Ba,z ids&„ 2� ° 5T lT V A% 1 , 1 \ i /i 1, •, •-/' '• i MAN.e fJEx vnom rr o 6% Tao s3 g�J$ zoo • 1 % , ♦.;] \ \ %'� REauiRm avE. aurrrx� zet7ts BW 59 0. T o d^ 3� s�.-6�Ili i \ !" -'-- ^•• 3*� :'�''I PRaPD5ED 6UfTER 852 �� a� \'.'.'.'.'.'.'.'.'.'A.'.'.'.' '1 Ili / \ 6 98m6. RD T751 RD 711°TaD ezD `mD ° O • 1 5�'6 iO \ • l 13w 56.a _ N at5 w \ \ ' ' '-'"' ' RETAINING w 60 a 33 RETAINING WALL 1 ` .'' i:::::.:.::.: :" (BY BUILDER) 0 62 OUTLOT D �` - _ i ::.':� WALL 02 • c 7. o-TRD 852 `� \�� e % \ "� �� \ \ �•'• • • �- _ _RETAINING WALL MATERIALTRO T � 822N°°an/ 0851 RD ss �� \ ;;..;•'•'•'•'•'• \ / TO BE PROVIDED TO CITY y' % WO%/ ASSUMED OFFSITE WETLAND p �R a-�D D5s Ro as'iRD e a S ° A 6a% 19 \ o : �:: '':':: ''. /\, PRIG , TO, INSTALLATION. / 959.5y FL ° q F TMD a1 D BBo ��•TRD 4V fie" \ �• \ \� \'� Bw ss:o j �• EDGE (BASED ON EXTENSION `\ C/ TW so o i _ J OF ELEVATION FROM SITE W ,�., fiN���••• ft66'6 16 �� 1 \ \ :i •i \ \ ' ` .. \-\\ �B �56.O ILLJ N 53.5 '\ •,i J \\`•-.'.'.'.T.. EX. e5 gk 63,CaT .i3 ,� ' r70�Ih >>*�g]�N �,..$ 2 s •� \ � \ '�•'•'•' Y BUILDER)- •.���o � � /r ��6�: moo �o = �,: •\.\ � \ � '��°'•:`:"�:::LL:' ` o r9l . l \ 5s j RETAINING WALL s s . •�. \ 4 t:":�::::ALL.`._:: l - (BY BUILDER) �• B -t r vsoo � \ ss.-.-. A L -f--°� a V {{/ .::�•'':.:::'.'.�' '-Ehsss L.� - .-� •'•• .•. �,%:.._ _ .� /s7 y e �H � • p A s 9 \ '. \',• \ I . I. .. . . . .. :.� .-a .r .�.:.;.'.._. �: �?�Ek54.p I 993 $ amp2 Bp. 10 863p 1`�$ INSTALL SILT FENCE AFTER GRADING IS .m \ f.'. .•�.'.'.'.'.'.'.'.'.'.��. .-. �.y�.. ♦� / a ,i eD COMPLETE s / I WD Bas- 0 h• w ,� / s, Jx (/�; 5 \S •' • •• �'�~ \ y, ,-,- , xEnPNB cusvncnnoN PDArc z / I N \ \ P po`" / / •_ .__._ �' WETLAND #5D rcTLArJD auAUTr UNEOIUM / REa. PVE. aurTm rnotx rt. I rJ ee \ OD A o/ \ \ / `LL'::-:.:•:-:;:. 10 DAY SNOW MELT = 954.8 NAN. BU ER WmH T. Be ' q= 1 S •s k � \ m'O / /" . . �.'.'.'.'.'.�'. 100 YR HWL = 955.0 uiN. eurTER xtoTR rr. to 100 YR B-B HWL 956.9 O 1 \ 9 •,•� 4 \ /• y-•-•'• •\• . SIRUCNRE SETBACK Fr. to %/ i� oo Q !� I C m m \ia s - - s se, 95. •� �'./...._ . LL..LL`.•.LL.. = REaiRmAVE.eurTTa zaeze / � /r i O`•.i' os - m a' r /. � a+sss s6 ;'.\- � \ - PROPoao eufrtR ]R.s2o / \ �y i 1 `SDG' I SQG WL = 4` ,,. sss -.LL�...: / . �•..... / / '�-:•:`�•:-,: ... .�...•�. / / _ 9 b SN 11 e °°1 0 25 50 100 �-YR H 2®II t2° r IN FEET le,sss 0 100 YR B-B HWL 957.5 • ..� .'.".`. �,:':%:...'> ;... j \ ::.�:.:.:.:.:.. �1 .....:....."." �........ . 950 a 60.0 / 9sa •.-L:`.-...\._...LL.LL... % ..i...� . - . \........ . ..":`-:�!:"'•- _ \ I•- :�:LL,%-.'.•." -\�• �.-.•.".•.�'." / BENCHMARKS oPo f : �Q•xE►i sss \ ° •.\ \.'.'.".'--:'=•. -�\ i '\ \ ":•.'v.u•.•.'.` 3 • °m tR•sz, - Dom'•'•'•'•'•'•'•'•'•'•'` / \�� \l •'. �' / \ I 1. Minnesota Department of Transportation -- _ 962 �- •--- _ 80 mo 5zD \, Geodetic GSID Station No. 93813 (MnDot �'�// • T•_!_._ • • • - \\ i / \ Name Golf). .AND FILL `>` 3-y /y • • _ _ _ - D e,e4 9 \ \ / ,`\ \,\_.• / \ - ELEVATION = 974.53 FT. _ 2. Minnesota Department of Transportation WVC\ \ 6 _\ • • • • • \ 1 `�� / / �� \ \ / Geodetic GSID Station No. 93803 (MnDot AND FILL F.-_\O 9 I ••• •••• ` \} -��.-. Name 8805 S) 962 I - F Btoo " _ " - w - . - . - , - . \ \ `I I` i ELEVATION = 966.55 FT. ///��� 3890 Pheasant Ridge drive NB, Re"ieion5: 7.5/6/22 Re". lots far BIN 3, 4 & 5 D E N A LI INVESTMENTS C� Carlson suite 100 , hereby certify that this plan, specification Print Name: Brian ]. Krysto Drawn U➢1Q 9/13/19 Per Ci Commen s .en";ronmental Blaine, MN 55449 or reportwa5preparedbymeorundermy 2.1/9aoPer City Comments HAVEN RIDGE PRELIMINARY GRADING • .engineering phone: (763)489-7900 direct supervision and that I amaduly Signature: � /G Designetl: eJK 3.7/22/20 Per Clty Comments 1313 Hil wind Road Of McCain I'S0r"eying Fax: (763)489-7959 cen52dProfessional Engineer under 4.9/10/20 Per City Comments Y Monticello, Minnesota &EROSION CONTROL PLAN 41 the laws of the State of Minnesota Data: 4/5/19 License #: 25063 Date: 4/5/19 5. 3/08/21 Per 2nd add. & Ph. 2 grading Fridley, MN 55432 ww.carlsonmccain.com 6. 5/25/21 Per 2nd add. City Comments / / r I I I ��_ - ...�' 'a•y� � �v�TURDauwn= / I / ..>.•.': :'�i. •. �MA%alrBrmUfFEwlo'MxD1H rr. / E '". "' STRUN.D�fFEIt Mp1N FT. °° � _ t, • �• REGUIRm RY£. 6UfFER Fi. aj I e— °ne ________ ___ _ 5�--------------------_ 963_----='=963—x_--_�--_9BM1-__ 27 64 -- ---- �=" -- ---- --$STN=�TREETNE------------ - - -------------- - -� / ______—___- _ _ _ ___ _ _ __ _ _ --_— —_ --- -------_---�--------------------so - �.r MAP KEY ' � 28 I ° � 's— `—_ —_— — -- -- '--•---� � _t�st•--•-r3�tt.;=.-=r . � � "� 5s ° 'N64 \ � V � `,�-. 38 -31 30 ��. 29 , I �II ��I �� a590 �� v S t ( � V � � TRD 7DD � / N �� 59 �� , ,64 G� •V ���. � _ .n 36%5 37 i6.s I 66.3 ' • WETLAND FILL \ aS �\ \ O �°LbT G \ mD 699 / :1$0 3 .. v3 \+� y II \ exsJ e 4917 S.F. �`% v — . A ° / D 697 ° 55 J++ I \ I ` �; II • � \ �°�_� �s6z 564 �� �v v • ' �-. ; �,' � ° � � � .� 36 .3 , A'. LLI II I I1 I III. I• • •-- 960 z \ I \ \•,-- • •Nµ1 "SNOWMELT O\''�� -3 gg my _ / T x N . �5 / �$]: W—BHWL — 959.0i� >m I I I� 1-01 \WO � 262 �\ �, �� SJ \\ y59 /i ° ° /` •'� N °' � S � 1 1 1 I I � I _� \ \ \ \ `'k .�� � • rRD 797•, � in, of \ N 1 -. '.'•1. 1 o ry nl�s` 71' G 9 G j / 9Ss \\ •` \ r — �o ° ' ireo§d9�64 e3 b a.9x, 1 3 1 Lt N A I II o 1. ��� 9� �k � i � �°'„so. >�I-/ � ���y °� Q�ti�ti �,3, '"°D ,re •,• .�Q', ���� s \ '�•�:� I I 69 o X 0 e x a I DDI+35.91:65 �_ �rro`° }.6 I Q�� �j PN 1+OD ♦ raD 'mD'6�Y� x,80 s10�yY 1 B 816i7�1 t. 09 D-z6a� - A Tc\6e�.z 62?', T,� 91;�'Ro • I1°°- `\ \ N \ h �' `� 'F���''rairt'�'3v ° ° �0 9, 2 P\ r 54% `� \ aRo ise / TRmD Z�sL T l� 019, °U1 I ii o D 615 " �.r �O fizz �II 67.a D 59a ,RD `rRD 7a3 63D \ raD�7s, \ -.-a'1� \ o zs so too M �I z49a rao 921685wiao 866'ejye ° % moo- ♦.\ (IN FEET) WI III I' I/I �s9.7�\>y \ T yo°I° S.Tg °J°t I 4 _ \ / o� Tno a _ 843R° azP D\ ° mo es,D ase \ 6� \ I,'h-- /• "� � s/ ^o. \ �. '�'/ ra�ocp Tao 831 D az9 raD 1 \ \ I 1 8� , A 1 ��. s�v -� III TRD aasm0 944 9zz'C�D ea7 mD 86�RD °Trr 9a e e °mD ess ° 66 8 �i 6.2% �..,. • \ W w% 15.68 C9 , _m / .t•.,,{� 0ti \ THp-x . \ O '\ • ii.�.'. N III 1 RgOe _ \ ;--\ — Q �; ( mD OUTLOTDfi6°DF TRD a%D 95D &le 1.` �� • —� TreD •`,re° dijf e» 8ARD 38 •• $ \ �.. .\ •}►ii s:-. \ g o» I' °° \ w �, 1 N5 II • �',? / ppp �• °✓ \ --- TRD R ••iee2 6 \, ,��,\ :.'. 1 •i raD909 906 TRD5D5 °Ra a'• 1 �� '''� 1 SO�t \'� '-+`-, T \ 950 •• (�QG <? a,„ 1'q, e `�S 2 \\ ` N X5.4% C7 \ �°. ' • 9� II TRD 909 J \k�J $ /I 5 1 ����s`q ( \ sy • \ H I 1� 6 _ fiz 11 e62 i g62 �yVK /� .re°OO \ TRD 947 95 rao 9a9eo ,v.1ce `;RD • �ogr<n'/�s$ ��"� •?�Q 69s� \ W i I � c`.IO)'no '�\ o �' !Cy - ,• ! •$•, 1 I ` 54 •1� 40/ 9�,Jy \�� \ V \ \ •� W f° RD 9u ° ao D 54 ° 4 - 9t1 e w 0 Blt 'mo 91,\ ra i EL = 957m D 966 \ �/ Ott — � QQ � • y- T;s / I A,f / �� , ess � \� 6' � \ �!, \ m / �• �/ 10 H = 958.7 \ _ ° /s kN3 Lf T H J� L ra 2 9 56 V. 20, o so yk g630 $ / NSTALL SILT FENCE 9P• 6 AFTER GRADING IS d• 'k - 3 ^% COMPLETE •\•4 os _ _ ;y' ��� : • • • 5• .. TRD 9R �� s �• ,��r° s�6 a/ ssz t �� (�I -_ � \ o � i / 982 9r � 954 • °TaD 97a •r f � I 't € 1 tt � � ° —� j. — WETLAND FlLL 9sa: �• TR_ 55 � \ 5z d" , � o ~� / \ % ,NQS 0y � '° 7 RD r 575 eRM •^\ � s '- -:•. '•:...., ��� 25-f o/ 67 .\ :.:t ooe FSOG` X56 2 SOG s; R° \ 9 . . / •� •� z ro ` S 5 \ ,1 a k off/ % 11 90G —- 965.0 19_ 4_ j _64s _ ra (`°s C��IN _`� .o \% �n /• s ®a...sSss�\ '•�e�:.,c b. Ooh 116 ro•� - m m- 'R i iJ,°yq° ° 1 / - '�•.s!' J V/wh�� IL a6;� .d� I I "?oe �( 1L5� SQ �; = 9 4 1 m 1 �y • SNOWM�L`� s �5°-,3 1 ° o ,RoT9aD/ vxHWL t EILD N 3+ RIVE NE .DD 1 - +° x g P 5 1 — - — - l4 - 827R ,RD 5a s+ fine so u/ Q y Jas sse '� ° 100 YR B—B HWL = 957.5 B . 0.60 950717 J \ a/270�'I s ( o / ~ ' 6p'0 fit.oD 5 _ /� 954 \ ' / / I� 1 b'' _ \ rp m m T x Rn _ T �B•�0' ( s\ d+gax��9 q 956 \ Iy / + N - - m b _ - - a _ \v.. 3 - / •'�S _ • _ n 962 no Q/J o 4 '�` p 9¢6.3 N N 966; m } I N 650 � i I � I 96 .0 5N 5 � 3 WETLAND FILL '---------� •. ti • • - -_ D 6,6 I I 965.5 �a SOG 7 � SOG -VA& < 2�4� 355 SOG 240 < 2139 SOG ' 2�� SOG 5735 s.F � �e43� s_sz_'------- 1 3 1 — 4 AND FILL ....... ` 1. f . • / nl 82 85.0' • • • • • • • • ............ 0 .'� � • �• 3 8.9 _ _960 � _—,_�—.—.—. —_�-•— �_ �� \ I RD' WETLAND FILL \ W— \ i I WETLAND FILL-1 LL I FWETLAND #3 (MANAGE 2) 43 2002 S. . 54 S.F. 10 DAY SNOWMELT = 959.5 100 YR HWL = 959.6 I _ 3890 Pheasant Ridge Drive NE, Revisions: 7. 5/6/22 Rev. lots for Blk 3, 4 & 5 D E N A LI INVESTMENTS TJ Car�SOn v -n SOIL¢ 100 1 hereby certify that this plan, specification Print Name Brian ] Krysto Drawn ➢1m 9/13/19 Per Ci Commen s mental glaine,MN55449 or report was prepared by me or under my /q/.09 Par HAVEN RIDGE PRELIMINARY GRADING 30 • engineering Phone: (763)489-7900 tlirec[supervisionandthatIamaduly Signature: 2 Designetl: eJK 3.]/22/20 PerCltyComments 1313 HfllWind Road of rveYin9 Fax: (763)489-7959 LicensedProfessmnalEngineerunder 4.9/10/20 Per City Comments Monticello, Minnesota &EROSION CONTROL PLAN McCain s° the laws of the State of Minnesota Date: 4/5/19 License #: 25063 Date: 4/5/19 5.3/08/21 Per 2nd add. & Ph. 2 grading Fridley, MN 55432 41 www.carlsonmccain.Gom 6. 5/25/21 Per 2nd add. City comments GRAVEL - -CONSTRUCTION NTRANCE _�e-=-�e-- -a.--- - -------- --------- ----- - $5Ti� TR_E� E ------------- _----�- --_ ------ - - - �� - ----- - --- ------------------- ------- == _ r-_ ------------ ---- - ---- - ---- --- - - --- .- --- --- r ----- ----�-------------------- --- 57 - ��2 moo35 a �^ MAP KEY �,��; 1• � 28 - - a9 ... • • - .� WETLAND FlLL e S 38 -31 29 60.7 64.0 68.0 00 68.0 63.5 m 61.9 61.0 61.0 81.0 61.0 ---- 81.01 62.8 ----- 66.5 I 1 6i3 , EX.6,.2 • 4917 S.F. �\C- 51.1 -_- \• ----- ls --- � � h I II C1� I���� � F�/�•, 59.7 --- - w 0.1 �i r�--� r 342 964_, II R9j 9]3 �, - 3 ao z 9 340 2 341 1 1 g66 !� I-_ z 9s4 , ��_, \ 37 LI 338 339 344 1 I�.• 1• • .. -'`_� 6 j l w l 337 5 6 343 334 I 1h,966 l 2 3 d 4 dd 964 7 8\ 9 �I II I IMI 26 •1.1� _- 962 2 e a 3 19 r� sl W o0'I t-- r -- 1 �t--� rt J 1 �t--��1 --4� -- r�-t r II ill 11'1 1 r7� -7� X61°' 1 962.5 980.5) // 1l (959.5) (958.5) (958.0) (957.5) (957.5) (957.5) (958.5) 1 (959.5) (980.5) j� 1 II 111 963,5 964.0" \\\ �, 0�9• 980.0 "I / LJ V 'I _ 984.5 �° LO(2) LO(2) o z R R R R R R R R R/ W t �1 J LO WO 262 35 -. -3 \ t 1 q� Q 10 965. 1 G 965.0 _ 9 5.0 G J 988 G_ 9 7.0i�3 v G I 966. 75 G G 9 7.0 + •� � I 96 .0 G 968 _ G 5.5 1 I_ m %j ry{Ro G I 72. G ,qyd, \\- J m I I I �` 1 I I _ -- � J L - - ^ham' �S _ �X \ �� W L }e66�1 �� ��� L� i J m s O. L - e Lrj968 \-J L.ui -- - - - - 954 '968 �a 1 -� 1 i1 �/ W: / v• \ i 67.4 64.0 64.4 64.9 64.7 64.1 63.6 83.1 964 62.6 62.2 P 4 ' 7 63.0 64.5 85.8 X7.2 -� 'oo' ' / .9)�O �o s . 2 4 16 1 1 I 1 •� 69.2 nn ELEMORF�r�aL _ ,a' _"}� _ � - oo - - - - - - �__- - 8 .8 - � �6� - - - B * 2 - g g � 8� 1.60 � 6y �0.6�0� 88 oso� 9=� i 1.60 / 1,•��� \�°\\ x 62.4 62.5 64.7 67.2 I I lolltll 67.4 0 " I L ..64.0 54.4 64.8 V.C. 84.3. 63.8 63.3 r 62.9 .. 964 r-�----- ---------- ---� 'a �/�� \ 1263 4 G 96 . NG NG f G 966.5 66. 1 G 9 .0 G 965. 1 G 96 . I ° IIm /1 1 `I-- 5.7z 11 1 �% I I �• \ y°•p/ s>x , 3 m -T- LO r' 741 o � c 30 � I � l�� T`�. J •� / 0 WO WO WO WO- WO LO(2) LO(2) } o o �m ' 1 3 s� ' 958.5 959.0 959.0 958.5 958.5 959.0 958.5 % 1 I of 5.7s J �1O' Q _ _ m -L �, I u1% \ - V J 60� � _ L X7.5 - / �� _ r _ I o� 01 / c \\ • �-� W L1 1 L�433� \1 i L�434�J 1i3n 1 X43 -�--�/ 432 I 22 1 3 � l I 2 I I 23 1 1 �,- / ?� / �• _ aa +, /�, fQ/� -� 461 �� 6.9°,4 , 6 ` 9� a• 26 a �,�.6 -_ ��•�_i�• •� L! • - 956- �� \�; 419 1 Q/ Q m IA \p\ _ _r� to \ a 373 / \\ L 29 ----------------- hryo ° 7y �. 75 o /� �/� _ � � � � I � II / O'mm •�' \ 66 61 D � � � �� �� N �, / 7 h , by / ri �\ \ \\\ / INSTALL SILT FENCE / ° \ y \ 347 3 �0ff !op COMPLETE �°°�°' \ \ y`l S / �V• A' /°, p H L \ T5� °°°'/.• 376 ^\ �°; .P �,° �°% •ry 3; �a,�m `r�, i � ,; � � „• l � S•zxc2 '1� 1 _� ��_ ��l � �j %e"1'•" / / s 16' b / a / i s,\- 372 / /; lA�cN T K °�°` �^ X10 _ - i 6 ' ti o I I 1 71 9y0 / )0 0Y- a-8 1 OUTLO e o �v'PP \ 5 ' O ' arOh" p 4:�$ / y 8 / / , G0 0954 WETLAND FILL 9ss. 955.4 43 ' I 1274 S.F. 955.9 a h� o6% i • v v e�ye5 1�v ti 70 ,� '< 6 °� , / �� ��i 11 SOG 1 ' ryrya o \ �O y. /q• s p \ �� r \� / o ' O o / 380 ^ q6 ryh / ,o*o° - off/ h `o$ \ , y \ / \ b•..by , y `6Y16 �. / }� 6 . /�4'' eb \ \\ yyb o \ \ A /l \ `oe Q N .. \ 369 2�jj �7 ��; 1,so; n EILD N RIVE NE . ;tio°. / $1� y h / �yb • � \ \ 25/q,.% � \ \ � yeh \ a� a ry. l� �I�. r � � -�-� -/ 352 a - M ` ' 0 25 50 100 ss6.o 367 353 �41 432SOG 47 SOG (IN FEET) � - \ 0 0 \ .0 ry �pb0 /�>\ �� �! 6. S 1 3 1 0 \ , / x ��• •\ � � (- b ,� v v ,� 354 � v � 6 oh �Ly � ry. • • dy BENCHMARKS V V ; \ 1• \ by ? \ G J• �, \ o \ n 65.0* 65.5* / , 6 �� h� e� ✓ \ 36 ,> \ 1 O C \ s$ s" ~ -"r • • Geodetic GSID Station No. 93813(MnDot fi2,5 Rn 1. Minnesota Department of Transportation 27' / hm ... Name Golf). \\ B) & / /� \\ \ 0#961• /� \ \ /' /' S5 \ \ \'� 10 \ /�/� 6•b'J / • ){ b \\/�' 1 %y •/ 11=,1 ��..�- . J� "- • TRI s N s_ K - ELEVATION = 974.53 FT. A� ° / WETLAND 2. Minnesota Department of Transportation \, O M1 •' /' ) 1 / -� I 4.,/54 S.F. Geodet'c GSD Station No. 93803 (MnOot e, \ /o o/ ,£y;\ n, \ 1 / /,�"/ \ \ O 9 /�\ \ � ./y\ \� $ / /� � \ �l 7 \,> \ •.' /� / I I I I �\ Name 8605 S) \ \ J Bh6 � � � \ X/272 •,/ � gO� I i // � ELEVATION = 9 56.55 FT. \ 9 \ .r / hti v 356 \\ \ �O o \ \ '$ , `�h \\ \\\ 2 -4J.; i�'P sy \ 364 / 2 \ e^' 6 SEE SHEET 32 �Oyb P ` \ �° 20 '.43 ,� \ ,' .O. \ 6 ,'i$ _ / i 9h6 \. •/°°° �B�II I II IIS! I I 3890 Pheasant Ridge Drive NE, Revisions: h ].5/6/22 Rev. lots for all, 3,4&5 DENALI INVESTMENTS 31 (i Carlson onm SUI,¢ , Do MI 1 hereby certifynthat this plan, specification Print Name: Brlan ]. Krysto Drawn U➢1m 9/13/19 Per Ci Com Comments s ental Blaine, MN 55449 or reportwas prepared by me or under my 2.1/9/20 Per City Comments HAVEN RIDGE PRELIMINARY GRADING • engineering phone: (763)489-7900 direct supervision and that I am a duly Signature: 2 Designed: eJK 3.]/22/20 Per City Comments 1313 Hil wind Road Of T McCain I'-rV,mg Fax: (763)489-7959 Licensed Professional Engineerund¢r r 4.9/10/20122nd y Monticello, Minnesota & EROSION CONTROL PLAN 41 the laws of the State of Minnesota Date: 4/5/19 License #: 25063 Date: 4/5/19 5. 3/08/21 Per 2ntl atltl. & Ph. 2 gratling Fridley, MN 55432 -arlsonmccain.com 6. 5/25/21 Per 2nd add. Ci Comments ----------------- 'BOTTOM_------ --- — INSTALL SILT FENCE r o °i 1 (� I/ \ \ J 347 AFTER GRADING IS ,6°o°;yam � \ `\ � o'ghh O G / ^O / ,( / � \ / Z COMPLETE 6o Pro \ \ s / ,V oA• /fi O h L WW m �i� 00 d' / \\ // � ayq°°� :•• 366 k,�\ �; 4P �O� 'ry 3$ vW�� M / � �� V / / /sy$O IIS I � � ��\ ����i.a / �.� / \ /, x� / d �; \ 372// e° yon oef>', \ \\ ye°y \ ' 6i/ / �` J 28' / 348Alf 7 `\ \< 99y0O ,�� / I 4 / p \ ��mI� I — /• �/ Soo MAP KEY 28 OUTLOT K ,°� °� 1 5 � � i / , � � � � � � 10o YR soo NHL = 954.3 \/ / / / py'5o°/ °ry°9�'''eg�°��°✓ °% �' e %°\� �� J1\ 77' ���,,'o-\��\�_ `\< \9�9-- a07L)\ \\.i"6Lia e 9 / 954--.1 3387 -331 2/ - — " 29 953.0 J /MELT 955.4 WETLAND FILL 1274 S.F. WL 6 sz 379V^al I $6 // a� \ �,3/O ,`s�. 0 �h'� / G \ `o' // h" ; 350 \\\ •/R O Y T+. / P ar°j /.• \ \ k he•5 i / �" 1 1 2I SOG X5�234 �} / 9 • J80 6'L ej yp `$ �/ tJ ` / / ` 6h' \ \ h. v W^h 6 0''0. 4' m n / s ° ° / � he�. — \ .� '' 0 j' , \ \ g6�.• i \ \ v a^fy / \ L �� mks /W r� I� �I�,I Q �� � � a� � vi� .i� �°�' ph � �.' �, �,,' < g /� ;� 351 � �'; � �v ill 1, �,� .Po •.. < EILD NDRIVE-N °,� o9d oyti X \O` gh ` bry9 F �. • G gl \ 369 // /\ \ // \ 0 / / \\ / ti� 6 d/e 3�-1'�'� V b /'/ lg 0�• , \ \ r. h ry \ \ 6P� � � yryo. �. 6, < / \ g � \ ` S. '352 ` < g6�• , ;Pf,° e,. �y > li o° °' i 1 / \ / �o ro^ \ / �l �� \ \ / 6 \ �g ��' h 6tim�` O a•p 270>I � o H 6 / h4�• � h i 368 > ;9• ^ v � ,4 W \ O \ G s ' � � `�. J\ /, � �_ - vi _ �y /`�• ?V "0 \; `L1 367 \\ ` '353 ` \<96g0h,, ,\ �; �; Q/� 0 9 8.3 I efifi;o v� 9 \ \ �g L� \ 0 G \ !/ 9 if ° $mu% 2A1 SOG 2447 SOG X44 w ^ \ �O t ' J ^ / " 3 1 � N �,1 O 65.0'65.5' 3se� \ � �7'� ro 'r �1 �'� I � �' '• 10 ^ \ ` < g`'0 ` � s� �Of '� \ � �• � g9hh /yi C % , I � '� n —s . / ' 271 • y 7 �,. — , o . �Po, AWE ;'/: W Sp W m ; %< o� v� G �O�e� �;/ i'e ` : goh� vv ee °� v X272 rP - • ' e \ ; 1 \ \`' 2 •;°�, s°g I loci 364 /�� < 12 / �$� e. �4 / 1 vv v vU20 1 \/' f� `s4; �`� / X\\is/� /; \ \ i\ \<v g`�\•riO G\sy` ) \�eN o' � � f°N�`�ng ���9��. o \ < °273'�3 l 57 \ ,� p v J 363 ,i� / v •,� �. /� 5�j,/ I I hot Y+ ! l j m� / 0 ' '� `\ / � i% ` \\ gh�• \, \ � / $ \ V`O v \�1�4 ° r? e°e I a I doh I I ��I I I O Wh /358 i\14 8oi a„ q Wpj I 361\v�. Y, �v Q11, \ \ •%i,i'S� I°° I III I I��� yg•h v v .'/� a��' V I ��d i I 1 ,-� c} POND 500 ' � ' v / 1 5 / O.� �, /? p ` 277 e°y' // /�I I 1�I X // Weh� ry peg ov ooj 0s�aaao7y NWL = 953.5 I I s 10 DAY SNOWMELT = 955.9 I� III - 'l, 100 YR HWL = 954.9 I 11 1 1n \ / 8 ~ e i�O `�' o %'� `\ �.• P6"o°goy°goo I 100 YR B–B HWL = 956.2 ,� I\ \ /' / / � .�� / '� bR• \ ppv� / \ � • � ° °°Oo°a 9Sd B ` I I I I I i ° i I I X278 • y ° N. 8 // / ° oo 0000000000, o�o�og o� ��� ��v, �� � W O / o �h0 %V vv vJ e • � — — — _ 'i°c.'��,� o'a v vvv A I I II -°P I III \ v\Q N sBg�P z /o \�OWv�„�' /"\ \ hy' .sz..........'.'...\ 27� s? \\ \ \ \ A I l I I Ig II �•s l �J ro / �/` \ g • + AN 62.5 '°� / .... '"r'.`.'.-.'.` :�................ � �°°°� I I r i I„ yI� II \ sy .../.. h� .. ...:,.'f:• t '• �°°°n _/ I I I\ I � it 6 8 W � / p \�/ . /. y •e•.t. �y • to :� �°o°A � / °°ri it I `�(I€` %6 N \ f9 W X28044 `Ohl, / / %. / / 984 V�ifi27 � � J 10 �� • f ��%'•.. � °f / / # S � _ \ \ / _ :,.`yam t .` •.'.'. `.'.'.'.'. ! • f 95B \-C'��a°a°a°�°°°� %/ �\ / /\ 196 •Qw �� g •� •i. \ •'' _ / IIII / r S / '":% :':.•�:':TCBT°.'. x ll 389 / E\ i i N `` ' '\:`::'::`:::ALL: '-' `LL • • ; x o ,57.0 l Illi of l I` 9st.0 { c�/ y� °X281 I .�:: � WETLAND 47 J 1 NWL = 953.5 INSTALL SILT FENCE --jw �I \'.'.'. •.'.'.'.'. I 58.3 AFTER GRADING IS I \ r I I I I / /I 10 DAY SNOW MELT = 955.9 100 YR HWL = 955.0 • . \ I I o ± — — SEE SHEET 33 11,00 YR B—B HWL —1956. 3890 Pheasant Ridge Drive NE is R 7 5/6/22 Rev lots for Blk 3 4 & 5 N 0 25 50 100 (IN FEET) BENCHMARKS 1. Minnesota Department of Transportation Geodetic GSID Station No. 93813 (MnDot Name Golf). ELEVATION = 974.53 FT. 2. Minnesota Department of Transportation Geodetic GSID Station No. 93803 (MnDot Name 8605 S) ELEVATION = 966.55 FT. T)Carisqn Suite 100 I hereby certify that this plan, specification Print Name: Brian ]. KrystoFlak, P.E. Drawn U➢1D 1.9/13/19 Per Ci Comments D E N ALI INVESTMENTS .environmenal glaine,MN55449 or report was prepared by me orundermy 2.1/9/20 Per CityCommens HAVEN RIDGE PRELIMINARY GRADING 32 engineering Phone: (763)489-7900 direct supervision and that I am a duly Signature: � /��{ y-- Designed: BJK 3.7/22/20 Per Clty Comments 1313 Hillwind Road Of McCain I'surVay,n9 Fax: (763)489-7959 License dProfes5ionalEngineer und¢r 'T 4.9/10/20 Per ClryComments Y Monticello, Minnesota & EROSION CONTROL PLAN 41 the laws of the State of Minnesota Data: 4/5/19 License #: 25063 Date: 4/5/19 5. 3/08/21 Per 2nd add. & Ph. 2 grading Fridley, MN 55432 ww.carlsonmccain.com 6. 5/25/21 Per 2nd add. City Comments s.sx a,m 8 36 SEE SHEET 32 i l/ /e\� \ X278 - J _ _ I gogl b° u 387 \ otr ✓ I as \\ 16 Nil o n ' �^ od 0 8 // °°o�o�o�o�o�o�o�o�%.%.%.% %g o \ °d I I I JI I I a +®$i sf.6x rJ, -�_ONi pu°niiio -3-9 � 1 IIpbcN° 0y�° 1°e1�° ola L• �5 ' // h \ $'s \�'>7��.?^o- iv� � .. /C\ _ �/ ���0, ,6X / s. o mv �/ � �\ Ori�yo• /�' �\ \ \\\\ J / ,�0' •• �����_.-..5�7°..0s:°.b.°�:°..°..'.ryµ.i.� °. °-:-°:°°'„:a'\.�o ` o\ o\`o°°co°a' \ \ I I gP� oI�P II IIII S Ii I1I j� I � C ap 41 /27 2/°o N �� �m L• � �'� `9s�o��L /� „ �° \ ��� � / �� � �� 9 i -:-'.•.� �. - v �°°�� I 10 ��� I �la '�� o� d - -- � - -� \ pp 'o o" o° �Nf 5 /''� I �,.:.-.'.�'....•......:............•... ��\ i � � i I �I� y'I II MAP KEY 388 S 3-�,o\N� / �`F y .:!'.'."." !•. `"♦ \ ��oD ��_l I I ,VIII frl it 38 31 30)�. 29 Ir- mr ^ - --7 -•� ¢ ss / ' (��'0� I'� 280 /m �' .'•': �� / •'i...`°°,°�`°°°°°� as, °d� - I I' it^•Y -- I 7.sx O rnrn • � °o 'e� \ P ` \ � / \ / At �m � ,may. �:9.UTCOT:..�e1:°.,�.rr.•. 416• ° S' / ' .�( 389 " / E\ / c y --� � ... .t.:-'-`- .....� _ I ',I I I 3 g5a� LO % / rJo C::.:t • • 1I �I' !I 36 433 s WETLAND #7 \ `':`....:'\:-:-.'. `. °°'\ \ II�sl s..... 11 I - 7 oel� v A 11 I . NWL = 953.5 3��U 11 oa INSTALL SILT FENCE } Jgp, I J /I \ q1°° L AFTER GRADING IS I I I - 10 DAY SNOW MELT 955.9 m j sl N Nq)O + �o°a I \\ Qo • 58.3 COMPLETE Imo', / / ♦ �•. O �h 4151 e0y . .°°°� \ -- -- -- I':• 100 YR HWL = 955.0 �I ;III 100 YR D B -B HWL =1956.2 1 p°� I �� o oa, • ' `z.' \ J .7 ,!\' n 5 xE LMR oN uaµ� 1 �.• `"- I I IIT of I1 °o' • • • • • 61. _ i S/ RE.. ASE. m- - Fr o r --t 1°��� I a0� 'b \ •• 3 J 83.9 - ��� '•�i� % MiH eufsca illin'). wo *�-I. . I ... . 1 �r� `° a "./ -1 / •i•,/ smue,uRE se,eAac rt - F B.6x Ca ° I°° o o° • .'. gOp I �� a 1 ••I REauiRm Aw. mmx WETLAND j H cua oAi'uGNT 10 _ � � II 2.3282'\ ' - ` I III m 3 0 14� loo 5 o �o I 3 dga \ V\• 5.3R �� R : •4, `. ,. /::.:..::.:.:.:.: I II !i I §i _ i I to°I \ \ \ �0 1• � LL 1 ��, � 6.OR, • s '�: � /,� 1. . .. . I 11 I II , � °';,25 1 0 \ a. �� .,•, fkS4.. ..r,.•.....^\...` / �........ / la i frl � "� 4131 I g0a I \ � �0 � \ t . �w � � \ , • :�� .� `.-.-.. .�:...:.:.:.:.:.:.'.: 3 °' 1009 � � 1 � � w \ ,-�\ � \ ,�� \ 2 •.;Jtsa.e_-- �. ".:;.•�.�-- ... ... .:: �I 4 r I god $� C \•0 1 / \';.. ... . _- -� _ j Po�q I \ �o� \1• � � � h�°h \ \ °k � S i / � • --_• • -......: $ 0\ \ // /\ 28�\ \ l _ / �� '� ♦EX� •LL. X.54.7 57.8 N I ;/ frl _3 r- / \ ��-\ • • - / I II II c\y �o � U ;Ih i � \ \\ � e� \ \ �' i0'D��O \ ,, \ s� � � I I /r 8 I � _ • 9ss • • • � � • I 4' I r O h� 41 I tgol I i � OUTL \\ s \ os _ � � \\ \./ / sus I �� -�� I I r--5- I-2$�-•T• •-• �-�� III �j T K a39 24✓ 95a.s 2"/` W0/ M - -- r oo°� I / / \\% ��+ct• % \ s3yl _ I 65.0----_G --I- �G I -II{/O WO II Lu � POND 700 6�2 I •I�I `yyI II III it w I t°d 10 DAYNSNOWMELT0 955.3 \ e2°oeoa°�°a\x'394\ � / s os0z w \ �°°� \ 23 27 -0-%- 100 --+-�_ 100 YR HWL = 954.1 \ eo° a ESS _ I 6/ .\ � 32 \ ,�.M \ GAG% s Ezs.o ANE ,63.9 I I - 100 YR B -B HWL = 95� \ �\ / �Y / 964 - - - EL e NE I I s0�2 �i 1 4. 1 oIn•�z\0.6oy`mo --A _z>.o .40" I 0 �`_°g 7?°o \ / `s8•S / .1 _ se2----- TR eo a o0.6 am I \ \ �°�Ooa O 1 I -_-_ - - A - X3.5 ' I 63.7 o NB kD z ° 834 �; • I I an I 410 �� � �, � °o i o gss. I I -/- - 7 °\ • 395�� 9012) i I e\'� I r _-- Rase4 �1 �°�"�r �'• 22 8585 397 i : °I a �. \off^°q \�• _ r,, his / I ! ow '-1 M p /4 } 1 20 R q 121MD 0 TAG IaN I I ml I I I b°\Iz e 1 9 II \ pp o a __-� pap°' oj,\ \\\ �1 52� I • / \ U /� \\� // m s v -� €I -- - \ > \ 19 sca j l •I P 8 N I \ \ 5 .n' \\ \ l9O`71 i l I IIS __.BOTTOM--- 4 ,, 140gpay \ 46 °0qa \ 18 \ �. G // s^ / /AlI ,otn -+_ 9 ► � °o� , -- � ,-- 47.D -� °g° / \ \ ` � \�$ � � �� 290 2 e°moo o°o°o°o°o° ° -- •/fie \ 0 \ 6 ' , ' x \ II J J• ogs7 \ \ A'I. -oo oa o 0 o y°�S°° °$°a°' - ter•- \\ 96� ^ \ / / �/ e \ \ / I I �Jy I 956, • ` 9 !0� of SII \ •40I0 \\\_51 \ \\ ���4 G/�� \\ J \ \'syr I 0 25 50 100 �\ 5 4 ------ 48• p�vo_.�3m y 'D° INSTALL SILT FENCE r /A\ Hyl I II 402 AFTER GRADING IS -P� -�, \ \ G o 8� t �/ \\ £I \ °O 0 ° COMPLETE 95$• . �/'� : / / (m FEET) WO(2� \ } E o� \\ a ��hqa > / W! si BENCHMARKS 40 I I 1 \ 1. Minnesota Department of Transportation I 4� 11 S 9 G 1 1 G, r/ej y I 14 I III Name Geodetis c GSID Station No. 93813 (MnDot 291 9sa 13 s gV V 1 r 991 WO ELEVATION = 974.53 FT. 2. Minnesota Department of Transportation 63.9 'Cq, q,'� X \ Vv / \ \ // i Geodetic GSID Station No. 93803 (MnOot Name 8605 S) I Z U� 1 ie Yoo� c qe 9 8 �\` \ p�i QaJIJ •r0 w0 1 1 1 t /`KJ 845 u�$'F5 s ELEVATION = 986.55 FT. ��-_.----6 6 �\ @3.8 / it I o 6a-�` I I G - 966 _ , 1 � 1 ��/ �- o$J.7 g8A/ 292 ii ' SII I;I II it I � (O°a 'o m rn'. B� poop 63Nis 3890 Pheasant Ridg¢ Driv¢ NE, Revisions: 7. 5/6/22 Rev. lots for Blk 3, 4 & 5 DENALI INVESTMENTS 3 3 T)Carlson viron SOIL¢ 100 1 hereby rerti y that this plan, specification Print Name: Brian ]. Krysto Drawn l II 9/13/19 Per Ci Commen s men al glaine,MN55449 cl report wasponaredbymeorundermy 2.1/9/20PerCiti,Comments HAVEN RIDGE PRELIMINARY GRADING • engineering Phone: (763)489-7900 Lirec[supervision and that l am aduly Signature: 2 Designetl: eJK 3.]/22/20 Per City Comments 1313 Hillwind Road Of McCam I •sur"eying Fax: (763)489-7959 ticenSedPrafes5ionalEngineerund¢r 4.9/10/20 PerClryCommen Y Monticello, Minnesota & EROSION CONTROL PLAN 41 the laws of the State of Minnesota Data: 4/5/19 License #: 25063 Date: 4/5/19 5. 3/08/21 Per 2nd add. & Ph. 2 grading Fridley, MN 55432 ww.carlsonmccain.com 6. 5/25/21 Per 2nd add. City Comments 4-- C' d°, SEE SHEET 36 \ a \� 6�' ��� e2 k�// ""g SEE SHEET33 I_ _-1 d o,n \\ �'aa c 9u i9��`w 9 \ ^�f� _-_ WO`( -,.,,.0 9580 I sl Rr � I /2`�\ '..I�-2� II �6 � 411 �oa 1 \ `\ ` � < ese�2 �/ '� Hzz+ 964 - -�-_ �mI I 1 Wo 6.o-�� I •I' �I I II POND 700. `\` y\\�\� \\\`��t�\\ e�� �\S•3o'2�/°��/ I I 1 37 -- �27NWL = 953.0 s.J _ 10 DAY SNOWMELT = 955.3 ` •23 2 8100 YR HWL = 9541 100 YR B -B HWL 955.6 MAP KEY 645rn N oMBT 9 6.16 e 62410 s-= 38 -31 2 9 7 i 397 20 \ I °In \� �Q� •• / / ��� �r / tv I _�_mo _ 1 ?'� i � �/ � `+e�°��� • / / � - � .i S v � �� � � � e w I w � � ovJ j �',Ro 96o I I I ' I I I 36 409 g I ^^ �° G 396 r��i �`�\ �/ l ` J�ro� I I II 0 3 % / / e�°a 21 6oi $DR 8 I Boa m / e°°°I9 1 % 9 �� 4.9{/ 1 I li 35 \ \ l `�. % 18 N ho i III ;I �l to N otn I g b°! \ \ \ aa.6 w . \ \ �' \ \ `rr opo• / I I I I u -�- � � o� 1 ` � � � �_-' azo �a -•�qg° °��° a9 / �• ` ` \ 1 �-+ � � � °�o° \ '�I' J 1 ��' �°ads ��--- � �� o 0 o�op°o °°.NWI. �- ° _ _ _ � � 9r�A • \ � ��1f1/� \/ \ice �� sem\\�\\ � �� � I I I'\ I �I i /`4\ 4 49• s INSTALL SILT FENCE r 1L \ \ -T O �/ / \ y. ' I�I I it 0�i• v 'O� / ° 402 AFTER GRLETEADING / 5 o� 49.5 �° COMP \ 9 6 ` j' 1 _ 0 95 °�"- \'rjOit \`/ ,. J•S a, i r7// 4 9W58O �I 291 I �� 3 / I 1 1 w \ e2 � WO wO I 1 1 1 �xJ 0 I I G - -! 1 g _.- - - _ ° - _ _ r✓� g17 �'� v v ,r;,-/ vi s5.o a I I I 969 . f -i- 1--_ 966.0 0 1 r 4 " - \ 966-�.9 - ` 1 `-� 292 In six OO6 h K J 1' 64 V•4 �� 1L 63.0 rn' \ \ v`O�9 \ \ \ ."F / i / o. II i I II 0 M �$ 63.1 �- m - J L _ _ 1 /I 8^•- 63.5 _ _ �K gh�g \ \ (% ' 57.5 I i1 frl I H `/ s 7- �� �� pfi0 64.1 W / \ ' ' I LLJ i \\ _ / 96, tiM 6Ze 8�` ~_�_ �� �/' 9 '� o� 6A� `, 1 \I B. I I \ 8.0 \ \ Wo✓\2i \ \ 293 ,/.' •yy• - .-..-::--:'-•..•r....::•.•''-:.`:•:•:':':•:•. II I I I rj/ // :.e .: ri.;.�......i.i..'.•.•.�z .=. i .... II LU/ /\\ 8'x \ 1) W0 9e�` \ \ j , �;�-'•-.. :.LL�`:_.�:•:•:i: I sl W0 \ \ (� �p C � k 1 / 646 (' � \ 958.5 \ ` / /..' ::a:•:.:::.:. � I � I' I II S)SO / / 9 �� I \ n �___ sa.z --- �N 1 e- 958.3 '1 -- J I I L ___.J \ \ �- 551:- ... .`.�'.• ''I�I I �I 303'�� 1 I s I � _ii � �< �i i � 1 w0 956__1-J II, IL��96� li li � 295 \ �-� 6 � ', :•�. `:::�':�� ::•�':'':: �I II �' 15 `� / wp I I - / 1 959.5/ \ \ L'+297 � II--- 8 I \ .o �� F9-'557 .'."�:• I Ii III SI WO I 0 _ \ \-99.--� ----- I _I _� �-'S � :��i.':• .. I I I .I ss6.0 WO w6.5 29$x '� . sq 958.3 0 \ 54.8 55.7. •!'•'.-```�'.- i l A i l /1II -z0 14 I I L L J I I 957.8 g56 /� % 54.8.-..- - .+.i.-.'.•.`.•.-.-.. �� -- _ :.LL :......:::::.... :. .:.. I 1 I L X5E5G.-5 I299 �547' ....• . • :•.'.:,. i,. • -� I I I �I III II -... � :..,.• I iI I � .` --- �``____ J +-----------I I- _ II II 11 , 1 '� •:;.%'�� •::��'�:';:`: :���;•` I I jI I h Lei•::':'.'.. 54s. L---- I --1-2, \ �'j�- ':i. �� T:. •. i.�. .. 54.5.. .'54.7 _--J � � i- _ ��. 1••• I I� ._..:.�. 4-��. _� � I I i /�� 5'13 ./:: e�• .�•.. • ..C.'.'. I II II •. �i ••54.7 - --___J SNS .•.i.� •••�... •e ••� •.•t.:`-` II I III it '�55.2 .'►� i.f. • t • • • • • \ ` I I I x54. s. .•`'''-``` -�� •.ki- .55.0 �!. \ \:.'. 11 I It •-��.•.i.....::•:.i. • •:•:i::'•'.'.':V'f"' :'i.t.'.• : �::.....: / :-�'' I li'II� I N \�'. .'!� ...,a.f.i.,...•.•.! .....:.::. ... �-`-'�-'-'• I f I III II .�.•.'...•�':':�':`:•:•:':':.' :•:•:'\•:•:':':•:•:•. � '•'•'-�'`'•'`' I IIS I WETLAND 8 OHW = 952.3 100 YR HK= 953.8 -' �:�� LL :'::%•:•:' I I I .-a CtA590CA . E%pEP11DNAL•'•f'•'•'•'-•-•••••••••••'•••'•••••••••••••'• 1LLLL .' h -a a_ �t: :. :.. :. REM. ASE. RRIM sIDTH N1pJR fT. �a .'.'. Irv? I II/ M�N.CTJR ER MEITI 1. ''b -•/:':•:•:':•:': •:': •:': •: •: •: •:': •:':';-:.. . 0 25 50 100 E SEIaAIX 5 REWIRED AV£. fins E 131.222 1 �• I III I _osaa1 B6e 111 • • • II (IN FEET) f I j I§I BENCHMARKS OUTLOT L -:-{.-:-: LL: :-::LL:. . :-::LL::: ' I 111 I'Minnesota Department of Transportation `-` I.•-•-•-'.••••`-`-`-•••-`•`-••••`-`-`-•: •: `7'I '•'•--' I I I s Geodetic GSID Station No. 93813 (MnDot ,••`•`•` I I I I Name Golf). it ELEVATION = 974.53 FT. 2. Minnesota Department of Transportation Geodetic GSID Station No. 93803 (MODot s°I Name 8605 S) II I I I II II ELEVATION = 966.55 FT. I I t!€I �I �>�I I II ia''rvll 3890 Pheasant Ridge Drive NE, Revisions: ]. 5/6/22 Rev. lots for all, 3, 4 & 5 D E N A LI INVESTMENTS 3 4 T)Carisqn vironm Sui1001hereby rerti y that this plan, specification Print Name: Brian ]. Krysto Drawn: U➢1m /19PerCi Com enten al Blaine,MN55449 orreport was prepared by me or under my 1/Per CityCommens HAVEN RIDGE PRELIMINARY GRADING engineering Phone: (763)489-7900 direct supervision and that I am a du ly Signature: 2 Designetl: eJK 3.]/22/20 Per City Comments 1313 Hillwind Road Of McCain I'surVeyin9 Fax: (763)489-7959 LicensedProfes5ionalEngineerund¢r I 4.9/10/20 PerC:tCommen Y Monticello, Minnesota & EROSION CONTROL PLAN 41 the laws of the State of Minnesota Data: 4/5/19 License #: 25063 Date: 4/5/19 5. 3/08/21 Per 2nd add. & Ph. 2 grading Fridley, MN 55432 ww.carlsonmccain.com 6. 5/25/21 Per 2nd add. City Comments j 301 _4.BR I o� " I� W 8 m SEE SHEET 36 t\ 1 °9z 1 - °-------- szgi • oao o _ \ y� v 26 I � mrnrn J �� I �/ � i�A -� X08 x � �� \\ � � I•,�,'e � A V 1 ���' 6�•p �, y. j / -- -j O m 140q� g°q \� \ Bon ,6.4 °� \ 18 \\ \ �.O G /' --�- N o� 1 9 dol v v A ° v v \' s o 27 °�.. p NI c�ilN <8 ��'� 4°oqs \\ i'°C� • •400 5, ��- 1 / I 28 1/{' Q ,, ------------ 956# -I� �F�' MAP KEY 30�i 11 OtT O -� m 1 1�`� ms`s \ 'ye - 482 tea./ Bio 09°= INSTALL SILT FENCE 401 1[� /'\ \\ ` \ \ �O ° c 4QJ /� 40A ° 402 AFTER GRADING IS ' 38 31 29 30 , ✓ I ` ,, ��p �?� ,��• � � /i 40 - - - - � 956' 1. � 1 1 - 1 955.0 WO WO� ° /. .. � s � � - - 1 /� \a / r _ / 11 ( •(� ^ 404 37 40 11 g5g 0 1 1 i g 1 3 8.5 �\ - \ \ u•, .. 6 % � a�rw O � \'9 ( /,� 958.0 I r -� -1�� I I � d• % �0g O(2) 98..G 6,-3.ir- --_- 63 8 1 1 6�a 5 °_ G WO 64. \ V ss \\ °so+� �ge4� �ar +-F 98 •0 G ,g'� _iG 1 '11 1I 9 6 o B _ C•7 4 \ V 1/ 292 s / ro � _ J L - �x i� T , /' 6'r•_ 63.5 _ - _ �ae \ 99fg�g' 5 \\ \ �, 1 'O �•• '.�12� 3O�\ ' � � \Ia+oo 0 0% T A'--_ --1 \I m r � I I .-1--4�" \ /\> '.`. __ •4d.• B?S 'L / 6a as -I G ° I I \ ° \ / �y t• �•> -- 9663 ) 0 9555 \ \ 5i /.' /�\ 63.1 B.7' AB �� X 4 G I' W( W r INSTALL SILT FENCE p 8 AFTER GRADING IS N /958.5 l00000000°w9 COMPLETE 9 �? 1 ry 9s4 / O 958.5 \ \ _ ♦, W ssa.o 9�•0 \ 1 294 M �o 0 0 0�o o °�°� s;., / / � _ � � r- �as � 3 I d 296 J L I 6 �� 5 .,.•r.•. w •4.i�•..- BOTTOM E =952.5 e�, \ /y 15 wO I I g I / 1 w g 5 \ \ - _ _ /1, I 8 I II 295 1 0 -'� :. µy`? ` V) OUTLET EL =953.0 ,o ooa '° tel\, / 9 I _ 9 958• \ X297 /' I 956 I 7 / 1 \ Ey": W 10 DAY EL 95 LT=953.5 k / 957 WO I 1 100 YR HWL -953.1 ° °� \ �. / 5 O \ �> -�------_I I _� :� i.•.' .. . `c. \ / 958.0 WO I v, IFy.� \ ...i.`:::: VI 100 YR B-B HWL =°° 54.6 s455.z 1 .'!r.*.'.'. %% a ..'.'' ..:.: :. .. i S�ise�zo �I 548 - 97.8 �-J 10/ 14 .s .. 5.5 I 956 �.299 1 1 ni�� _+'.i •-:: • iii:i'i.' f .. •. I i � _ ---- r--__ 1-3 --- ' _ 300 �\ I I 11 ,� � :54 �=;r.�,_�.. ... ,• ti ' ° : • •f:"' '.'. \ 54.9, . -- -� I - -12 \I I %.� \ • ; �', 1� :-� :'` I �.�--�:i��.^!••.�. �.�: ��. 54. '54.7 ---- �-�\ I� Vii- �' 573 �.�• i�•' ':'.0:'•'•'•'♦•• :::E:::: .•.•.•.�' 2.7.'.'.'.'.'.'�.'.-.��,�:� -'54.7 -- -�-I ,���� � y�3 i.�1 y ••\ .e•i••�.55,2 \ • .. ••• \ .•�-- 54. 0 • 1. •. l'. •I .i .•-'�r.•� a i.�.•.•. •.f : 52.3.-.-. ..�•.•'•'•'.'. \ 1 is WETLAND 8 OHW = 952.3 s / 100 YR HAL = 953.8 x14x0 CLl59nCATW HIGH / .'. �.'.'. •.'. NEILWD WPIl1Y H75 } f - �uAx. euiscx vnmu icy ,m '.'l'.'.'.'.'.'.'.'.'.'.'. •:.:;.::.. 1 IlSII\\ -- ux. eua x,mH rT.-•-` •'•�•`• S1RUClURE SETBACK FT. 15 .`. �. •.• •. •. j{ REWIRED Al£ BUfFER Sr 131,222 '.'.'.'.'.'. •.'. `.'.'.'.'.'.'. •.'. `.'. •. \ •`' III-.-. •.'. 188880 I � I`.'.'.-.`.`.'.'. `.'. .'. :.:.:.:. :LL::.:. N D 25 50 ,OD (IN FEET) -BE N .I`.• .'. ♦. •.•�♦..••.. 1. Minnesota Department of Transportation Geodetic GSID Station No. 93813 (MnDot Name Golf). `.'•�'I.'.'.'L'.'.'.'. / ELEVATION = 974.53 FT. J `j `'`/ •`'` / 2. Minnesota Department of Transportation 1.'.1.'.'.' Geodetic GSID Station No. 93803 (MnDot Name 8605 S) ELEVATION = 966.55 FT. j 3890 Pheasant Ridge Drive NE, Revisions: ]. 5/6/22 Rev. lots for all, 3, 4 & 5 D E N A LI INVESTMENTS 3 5 T)Carlson viron SURE 100 T hereby certify that this plan, specification Print Name: Brian ]. Krysto Drawn U➢1m 9/13/19 Per Ci Comments mental Blaine, MN 55449 or reportwaspreparedbymeorundermy 2.1/9/20PerCityComments HAVEN RIDGE PRELIMINARY GRADING • engineering phone: (763)489-7900 direct supervision and that] amaduly Signature: 2 Designetl: eJK 3.7/22/20 Per City Comments 1313 Hilwind Road Of McCain I •sur-ying Fax: (763)489-7959 LicenssdProfessional Engineerunder 4.9/10/20 Par2ndadmment Y Monticello, Minnesota &EROSION CONTROL PLAN 41 the laws of the State of Minnesota Date: 4/5/19 License #: 25063 Date: 4/5/19 5. 3/08/21 Per 2nd Co & Ph. 2 grading Fridley, MN 55432 ww.carlsonmccain.com 6. 5/25/21 Per 2nd add. Ci Comments -----j 4 �f on. ' nB > '278\\ / S.SR • °°d 1° P �v \ / / 36 % \ "1 A° / .;. �' Y.•• 387 1 6 J ° t26 41-7 � �1 , \ gQo°y° wgbl�ooQo°°°� \ • P\ H, // ' • �,\ \0 220�% 8 9 27 III I SSR o mm 39 L a,°° �\ � � �.S o % . _ _ � "" �� � � , •.�:.�::•'•:•:•:_.•..;.;.:. . II III 962 P 2+00 'n N �� � /' r09S � / � �� ®� ..., �-J /'o / \ �/ 9 / .....� �. .'-•.-... •. •. •. '_ SSS, \ _ III 1I I mL ---r - -6. n 9s4oq o a _" - •," ss� O / •k a LgNE 6zs I / :.. y...• :..T :: ' ' :::: MAP KEY 28 IIiI I 31 Nom \ \ 4 -- I SF �'/> 6G.3 s 8-9 �� i i�� 9�";.%;=" > -'`�•,� .. 38 - - - RJ38�9\ � / S\ \ / 9�' / �/� o _� -_ j�;% •.l \ :LL:�uTi:o' 7 31 30 o /280 C14 10/H 3ZI < � I' I � { I � o s.3 cD � I / �e � V ss �v � / / I F / / G , / '"� ,� ... ��.:•:�:-�-�-: I 1+ /LCas 8( 2 6 / 281�1Y .I1, -. •�� WETLAND #7� _ q INSTALL SILT FENCE Jeb. I J 1 1 //I NWL = 953.5 3 r?S 4) no + \ `v000 y • L AF7ER GRADING IS 1d DAY SNOW MELT = 955.9 a _ - - - - `'� 4151 wok o o • • • �.3 COMPLE E \ I - / f 100 YR HWL = 955.0 J L_ r \ I s'w I's T00 YR B -B HWL = 956.2 ' I , "{ - _ _ ' e° � • _ _ \ T n �,t.RO CtAssnCP„ AR.GE ' I i I I �- ^ � 6.sX 0I a. � I f�o9d ; J�� �°°° oa • • , 'y.. ,!\' < Y^j v,Tnwo auAun= & Illuw ' 131 b \( - - _1 {ooj N I BQ� y�s�oa \ • • • , • 67.3 63.9 - - I/ 7 `n >/ w N MAX. eumn wom rc-WRE is rr. 0 /' / I'I I o I WI �l� oo�" ���0°O ° \ b I / .• �'• REa111Rea AVE BafFER S ;r� _ � sn I o �� 14'w �° 1 52.3_, •�-- 1 o No 1 / � � I � � �- �� � 3 rno, 3 1 dgdl � A \ �� A�l' \ � 5sR R�' � ' 1 �1 � A \�, :�-�{s' ���>� •t 64.176 392tiOP� � 1 mlg \ ��'\\'�'.� ;•, :•:;. S`.�.�`' �...,:4` .1 0� O \ ��\ , \\ \ / ,\ \\ss•S, � e ... '�•`` �� �,�LLLL 283 \ \\.:.:•'*'•':...'.... 2 :.:.: ,�.•�.. / I I I � - - °' 4 r I '�°I I \ I � �°gg'a\ C � �'v v ,v�sso � / -� • 4.e_ : //� 1 1 N m '` _- G pop I I \ �°& \ • ,- enc \ \ o `\ �p s > / � - _ _• • •-•S l° •' 284- OUTLOT K •' _ / I o _ _ � "•'o \ G I w°�" 1 / / \ \ �' t�tt'P O \ �'� �. / ssg o, I / -9� _ I r� % �I r -- - p �N 41 loaf \ e \ y .or _ \\ / 5 � x393` � ssB.o �---�- \+, \ / /%\. ���2) 958.5 958.0 , I I M X42 24 pyM �� s2 k W0 ` 958.5 M � I m+N � � - , - J' 1 l a N I \ °�W0/ w c'a Q m 1 p _ - ° 1 / °\ R , , \ 2.`�\ ^tS \ \ �` I -7I--- 6 .0----G _ l2) W " \ \ '\ \ (• / // %1i SJ \ - I / x r / ---G I I In 62.1 PN 22+73 964 - _�{ - �m{ r W ILLI rnrn 6 P° / POND 700 NWL = 953.0 63.2 C? ^c i �- 10 DAY SNOWMELT = 955.3 ` 8 °°°a oho% ��° 100 YR HWL = 954.1 \ e°°°a - EIS 211 rnm O I m' - - 100 YR B -B HWL = 955.6 \\ �\ � J2 / i1i\ \ -x a .5--- __ELE: J ^ 1 t I s I I n o{«i ro I ,f 4109 I�� `S6,° / �}1 �• _ 0�s� !4 395, si t� 397 ai 2� m� - - - °•l °v\ 22 ae�•o 120 / m_Z.3x � t I B°el I �\ / �� ` � �°aq�\ •e / / `\\ \J / � �\ / rovoi � °j/ ' N I 1 i�� I� \ \ po-��� • / : ii' /,S\\\ �+m O 409 �o / ` e�oa 3921 6 g60/ 130 o a.aR � I o� 7 1 � k \ � `� \ Eo � \ � eorr I^°O \ 4&8 48.4 ,.„yq / . \ \ /\ \ S / /'O • // _ IV - - 95s,?� V e \ 1 ��', G 1 1 / �\ VboR� 5 ___-------- \ '.943' 'moo o91'n.- ° 401 �1 \ •400 \.51 \ ` G �� / \ 0 25 50 100 INSTALL SILT FENCE 30G I ocnl o _d w 1�/ ��40�•\\ `yo °�. 4 �Z i ' 402 AFTER GRADING IS \ �N 49.5 -6 d°s 1 COMPLETE ' 9 6'5 Y C�'�y1 °w ,id AV1kta° ;' °�`'958. \ �j�' / g (IN FEET) 0 w0�2� ` �' �` �6 1h� BENCHMARKS Wv � 1. Minnesota Department of Transportation Geodetic GSID Station No. 93813 (MnDot Nome coif). 1 \ tea+ O cP \ 7 � / a`�.S � -\ -I / � V•�O 1 1 � 1 \ 12t 964 �%^ 6 � - ELEVATION - 974.53 FT. 9580 g5g.0 1 m __J 63.3 , \ X Q s \\ 2. Minnesota Department of Transportation f \� 0� /'\ \ /l/ /�,\ W�i2) 958.5 9gg5 1 1 1 •% 83.9 �/ 60q° 9,�y0 \'¢ X \ O \\ \ Geodetic GSID Station No. 93803 (MnDot \ G Y \ WO Name 8605 S) 6W� 1 '1 1 AF ��J 45 , ... - . \ _%6"i•5 0� � � � O \ g9��� \V A _ _ �� ,`1 ' /� , } ELEVATION = 966.55 FT. m ' x , � \\ �s9 1 6 \ \ \ 2^912 64.'7 5ti. r < L7�SEE -SH EET35' Sul Pheasant Ridge Drive NE, Revisions: ].5/6/22 Rev. lots forBlk3,4&5 DENALI INVESTMENTS 36 C� I^I -F /eM�.l ► n 3890 100 1 hereby certify that this plan, specification Print Name: Brian 1. Krysto Drawn ➢1m t. 9/13/19 Per Ci commen s ���_.-t•MM■■ •environmental Blaine, MN 55449 or report was prepared by me or under my 2.1/9/20 Per city Comments HAVEN RIDGE PRELIMINARY GRADING • engineering phone: (763)489-7900 tlirec[supervisionandthatlamaduly Signature: 2 Designed: eJK 3.]/22/20 PerCltyComments 1313 HfllWind Road of rveYIng Fax: (763)489-7959 Licensed Professional Engineer under 4.9/10/20 ParCltyComments Monticello, Minnesota & EROSION CONTROL PLAN McCam su the laws of the State of Minnesota Date: 4/5/19 ansa # 25063 Date: 4/5/19 5.3/08/21 per 2nd add. & Ph. 2 grading Fridley, MN 55432 41 ww.carlsonmccain.com 6. s/zs/z1 Per 2nd add. CityComments ;'�' 352 MAP KEY �21� 38 -31 30 \�,\ 29 37 32� -- 36 3 �3 _ =3 r _ / ` N 27�� .........•.•.. . _ _ 962 �PYI 2+00 '° .� v i g'flS ` 9 •S / S \ ' �� J o / \� \ �/� 9 964.00 m of —O __ J — i• �\ / S9 j Q / s�. �, ANC ., 6z.5 O \\ I .y. .'.T .:':':�.'�. I i I � b�j _ 9_ SO C.) ` —J • 'O / b• � 00 �'�,C l .:. '.%'... . . ... I i I � � I{ 388 / / � s oo�V w � � � :. .;'r.••,:•.-:« ' ..a...:.:.:.«.,. I a ^ 0 6.5% I so �c e� �...J � j rygj � n"' ." .•j.-.•.• •e sr•-= '�""'�•; l \ • • �'' 0 25 50 100 I IIII �o N \o � 4 / / g � v I�I ill /2� ww 0 % ml sl^ a / SF ya" +e 60.3 eXe' \ °, S� ww � i ; �I J /w J n ry � e � �'��� 10 // � .• e'� (m FEET) WI 416jl�J BENCHM //0 389 1. MinnestDepartment of Transportation rtation5.3R I I I 141 HON II°do�°jI {,. • odetic ID Station No . 93813 (MnDot WI O Name Golf). 26 _ 281 WETLAND #7 ELEVATION = 974.53 FT. oo�� I°� \ t �/ / / L / / 'I Irl 'I '•'• V(L�l I I I I L L — _ �. N j I �° I `� °off • �O \ J / INSTALL SILT FENCE 1� JgO/ J I :� "I = 953.5 2. Minnesota Department of Transportation Jr ti �o `�°° L AFTER GRADING IS / / 1d DAY SNOW MELT 955.9 Geodetic G51D Station No. 93803 (MnOot 4151 oy /I .°°oa\ • — \ { I � — — — — — — - : I 100 YR HWL = s�s.0 Name 8605 5 Qo°o • 58.3 COMPLETE i'� ) II �E. II I m 1 to ww L j { °°� I 9y3 haQp ° \ • , \ J �\ \ I 8�`� N 5 Q0 YR B—Ba HWL =J9516.2 ELEVATION = 966.55 FT. anYQ,'�,IT I R 1 I n� I rl— ^ O fi.sX w f { f ° ) \ ��a3 • • • ^' n vhTu6o anun ax IN IGH 1 h0 - — • • • 13' ww N �1 .°� a `b°'b°°� 61.3 J 639 �`!, RE6 AK. aUr- wm sso 7 �pm1t "O o 1. tu I'� l 11 2 L r J 2 i WI rooi ! SEE SHEET 36 o _. \ ase'° i , .. is REava a EA a� RM 3890 Pheasant Ridge Drive NE, Revisions: 7. 5/6/22 Rev. lots for all, 3, 4 6 5 D E N A LI INVESTMENTS 3 7 T)Carlson:J�ryiron Suite , MI T hereby certifynthat this plan, specification Print Name: Brian ]. Krysto Drawn U➢16 t. 9/13/19 Per Ci Comments mental Blaine, MN 55449 or report was prepared by me or under my 2.1/9/20 PerCikyComments HAVEN RIDGE PRELIMINARY GRADING •ineering phone: (763)489-7900 tlirec[supervision and that] amadu ly Signature: 2 Designetl: eJK 3.7/22/20 Per City Comments 1313 Hillwind Road of McCainVeying Fax: (763)489-7959 Licensed Professional Engineerund¢r 4.9/10/20 PerClryComment Y Monticello, Minnesota &EROSION CONTROL PLAN 41 the laws of the State of Minnesota Date: 4/5/19 License #: 25063 Date: 4/5/19 5. 3/08/21 Per 2nd add. 6 Ph. 2 grading Fridley, MN 55432 ww.carlsonmccain.com 6. 5/2'. Per 2nd add. city Comments i 1a / I GRAVEL -a• q,.�a��--�� ��, -_-� _ - _._-----a-.---- - - �- ENiRANCEnON ------- --_ -- -a-. --- ----%""'c" oa,7 ----- --- ow 15 '?7-o m - Q - __------ -- -- --L -- -eez---_- - _ - - - - - ---------------- 85TSTREET _---------------- ------------ - _- _-- -- -�-- - -_ -- - - $ 5 1 58.55 y as i4 -s82- ` - ❑�* I a - � -- - -- -- 56.0 Sa. __ --- - uIw fi8.0 ( - ` 55.7 58.2 A 59.5 - 59.0 - - - - 59.0 60.7 6 63.5 f 6'� 61.9 61.0 fi1.0 61.0 61.0 OF 59.0 -_ 59.0 59.0 _ 59.7 �� 4.0 68.0 flm .�` 1 I. �0�-980 �i \-----�I 1 -----JI \ 1 1 7 - , 6I.1 I o0 w li 56.8.E J* -5., ------ - 334 335 336 �� 964 338 339 f340 2 341 342 i �_ I 331 X32 ✓ 337 5 6 III - 5 329 333 1 966 1 1 2 3 4 964 III; oq° 141p0 16 7� 18 li 19 20 \�� �T--Tri SI Ire --�� / rt --i r r� -�r r� J 1 ,/ \\ \\ 9620 961.5 961.5 1 9595 9960.0 (959.5) (958.5) (958.0) 957.5) -T9575) 11 (957.5) 11 (958.5 �II (9ss.5) (ss9.o) (sss.o) / R R R LO 2LO 2 LO 2 LO 2 LO 2 LO 2 �d za R R 1�'G R lO O O O o7( ( ) G 965.0 _ jg.s�.R G 1966.0 ( _ C.9 7,p G 966.0 65. � I_G 66.0 1 G 65.5 9 5.5 - -G - 966. G 966.5 .+a a I I75 n1 IIL-J L- Lu--Lri966-°966vil� L64 .6 63.1 62.8 62.2 42i. 63a 63.4 PN 34+1983.1 83.5 64.0 64.4 64.9 •• 1 I f� 64.7 e_-^-- �- -_ -�a � -.00 _ 1.6E0 LEM/OR � " 8 . 6 % -�-�- --- --aELEMORELANE 'pD7 6e 6 I Il 8 4.8P G 9 6.5 '. G• ' --. 1 -.06 33'. G.• . 62.19... G" } 96. ,6 63.3 63.0 638 3127 "T 962 6 50 G 965.0 966. 96 24 _ 625 o- -__ q N J I r I t I L- m WO(2) w0(2) wo(2) wo wo wo wo wo- wo Lo(2) Lo(2) - op m o - - - - _ - - - « m I 958.5 958.5 958.5 958.5 958.5 959.0 959.0 958.5 958.5 959.0 958.5 o _ - --F� 958.0 958.0 95&0 958.0 958.0 958.5 958.5 958.0 958.0 981.5 961.0 J Ir (7 11 I 1 t 326 .. 6.2R I j 57.5E -- �J L--�JI L� ��--�--1 �43 \I 1 I 1 of `v 11 429 4300 431 1 4 42 • I li 23 22 21 3� - 1 27 ,L... 4958-• L"- _ �.._ _ .� �... _._ - - - . r9 ,. _ m 1 p 58.0 "• �°� °g o° °o°o I� ., __-- -L L- 0 77rr..'�1? /s.o O vmi^ / ��,-,)4228 UBaa �.NWL °° °'52.4 °,- '52.3 `x'92.3 �v52.3 544% \.5-• -- 58.5 7ij !$_�T� / - _ \'80 J pJp, / 3( - - _ - - - - 52:4 Y1 2 . M L-� 7 .55.4 ------------------ ° 7 I �• ~ I j• -- - -_---_943 -----_ / O / r / \\\ \ W BDTTOM------- I I} 132f3 j �o N 5 m a � ,,°°° tp� �� � I �° 1 INSTALL SILT FENCE � h / I� II I 1 1 0 �� �v O �I� m N 1610 �- I•/ p ° / AFTER GRADING IS ,6o g;j� � \ \\1 77� a'g� O G / � � I � / � � v N W I 6.2z a0 1427 (o° / COMPLETE yc° ' \ \ \ \ So / ,V / CoA° /B 3x C1 h0 W iZ III I -- -L-- --" ' o m� 29I� F� ; \ i.• 376e V n IW II m r-- --- -- - f S.6z �- -11 i �od / ��,; , 0.S �, IZ ��}} r L J 1 of 1 \ 00'� �% /• vv VAS boy v v v / yo� /�$ J 572 / I � Y. 1 324 � m � i la I -r OUTLOT K 42 Z 6 +.1I 1 ppqggI II \ POND 600 0 ,301 zea NWL = 953.0 /- �'��'/ 5ob r°f°°�° °�/°go•9/ � •/• \\ \"\• \�� ggg8•pg �e� \ V\ Ay� sg / p<a// o�?� � vv ��/gy�obh'sO '� % \mo / � 0- J g°� I 10 DAY SNOWMELT = 955.4 ' °°9 / \ 14 \ -L \\ ` 349 1 L 71 / 5 ---y gig 100 YR HWL = 954.3 ' e°�✓'/,•\ \ y0�6 \ \\�$ l m •- I 100 YR B -B HWL = 955.9 � ti'q \ \ g '`l \ � � o ` 27 \ Naini v <S 10-65% r9d n i e'L, mss' • • \ .. 0�. \ \ \ lI to 323 mm >� ;1 boy°° 9° •' 3798 ^ .�1Q - /� �• q�o > vv v / r v ,W Q mrn O S.6R m0 I �/ Poo • � \ N. / �s `rye. g / i O adao '425• 31 wop I I --� d /.• \ \\ �'y , \ \ / / / � I Ih�d6 m 1 �_ to i e°° i �• • \ \ a'g I \ 6.yy _ \ 70 iyyb / l a r---- -`-, s\ a J •1 jy I I M1°q°y \ \Q\ �% m Q \ zo \ 1 � 65 i of '-- - --- I ,) I 50�� ��80 ^ V 5• ryy ,�°" o% a�`a�,\. - �. y \ �, � \\ / Boob( I bit 322 oma / �iai v Z 7.7R (7 • I `� I / �A°�f \ Q, �Oy \ s� 0& ..6�'I �// \ i' \ \v i'�� j 351 7 m�IJ/ Ir qi Illi TI€I� / arn� 4 I A W hof ao 4261INSTALL/SILTCEN Ii L _..I Omi ,I ia0 rN j AFTER GRA INSE Z O rnrn 132 ' d COMPLETE I ]0� ti°°g% a 09 /� g �/ *°o n� i \ la•�y1� , \ \ 25 % i \ \ '�ah1 \ ��i1lIii III I l Xa11� �-JI�2-1- --�L�r -�moN �JoN-� � _-6.D�x � r m _6L z- ofa.Jr �O J 33.••11 1 jIg°°o°°o �o�; W,I i / � / ° ° P�/ ,0$�0•09 // o \ �'\ \p\ y v v s�p��, e (V/, oC bi\ W ey3am6.^8 24, o ' v3, 5,i. 3 6 M� 367 ��g23 ti �6• •, � pk,° 7.2z - - ��• tool I / n°q \\\\< y,� 0'' (v0 ' e$ n \ 36 66 ,yeti 04 \ \��C ga�j \ o s / /� 320 I l III dl 15 m Iae .�aaiJoai •.1 �d° 383 J L L 9/ � y \•\ \� , fI / \ k y.�� 5 1 1 ^\ \\ g�Q \ s\ ' \� 0'L °y \s /ojII � 't �, / 1 / fi'hh� \ i •6 i \. 0 ��` l -1- Mi ey 2'd '� 0 + a s h .• o l 319 mo N m I I o -_ - - --- G �'° / • / mr °' �°$ g � � � a356 )35-3 28\-L 1 30', 29 3 N 0 25 50 100 (IN FEET) BENCHMARKS 1. Minnesota Department of Transportation Geodetic GSID Station No. 93813 (MnDot Name Golf). ELEVATION - 974.53 FT. 2. Minnesota Department of Transportation Geodetic GSID Station No. 93803 (MnDot Name 8605 S) ELEVATION = 966.55 FT. I I % � l � J 27 x � �, �� --�fi `aI I 7 1- • 384, o ga1 . ° � 364 m Nino Igg1 yti/ / 8 / hh•h , \ 0y. 0 / \\\ �/ 20 /y m ��� 1421�I �a$ /• � ����. s� //� � vv // // y�•h v jt.� Z Ilia X35 TI Igo SEE SHEET 37.-� �a0 �; c C)�ah �� vv A ��,' ��, v. v� %�g'yCl � fi/'� 6 �, g OCarlson.envo-onmenal • engineering McCain I'�°rVeyin9 3890 Pheasant Ridge Drive NE, $Uli e , M 61ame,MNssaa9 phone: (763) 489-7900 Fax: (763)489-7959 ww.carlsonmccain.com 1 hereby certifynthat this plan, specification Print Name: Brlan ]. Krysto or repo waepepared6ymeorandermy d rest supervision and that I am a duly Signature: 2 LicensedProfessionalEngineerunder the laws of the State of Minnesota Date: 4/5/19 License #: 25063 Drawn U➢1m Designed: eJK Date: 4/5/19 Revisions: ]. 5/6/22 Rev. lots for Blk 3, 4 & 5 t. 9/13/19 Per Ci Commen 2,1/29/20PerCity Comments 3. ]/22/20 Per Clty Comments 4.9/10/20 Per ClryCommen 5. 3/08/21 Per 2ntl atltl. & Ph. 2 grading 6. 5/25/21 Per 2nd add. City Comments Y D E NALI INV EST M E NTS 1313 Hillwi nd Road Fridley, MN 55432 Y HAVEN RIDGE Monticello, Minnesota PRELIMINARY GRADING & EROSION CONTROL PLAN 38 of 41 will :IHC7;1P)D oIo:#;ax14M(0) E - -STREET (FRONT SETBACK) 1 1 LL 2.5. L 0.5' TOPSOIL MODIFIED RAMBLER NO SCALE X30' S0' (FRONT SETBACK) 25'- FINISHED GRADE GRADING GRADE R 2) 0.71 0 1 RAMBLER NO SCALE 50' 25 FINISHED GRADE GRADING GRADE i 0.5' MIN. X2.5' 0.5' TOPSOIL TOWNHOME LOT HOLDDOWNS SLAB ON GRADE CURB NO SCALE FINISHED GRADE (FRONTxSETBACK) VA IES I SOG GRADING GRADE 0.3' TOP! OIL 0. 0.5' MIN. ___ ____ _ TOPSOIL 1 -30' SETBACK TO GARAGE MULTI -FAMILY TOWNHOME LOTS BISai o9Garage)ck 0' 106.0 37 0 30-1 37. UNI_ _ 5' 1 TO I"IOt E 11 ^ 5' X25' Bldg. Setback (30' to Garage) 3 .0 2.0 37 0 RIGH-OF- CONC. CURB SINGLE FAMILY HOLDDOWNS WALKOUT NO SCALE 30' 50' 1 (FRONT SETBACK)�t.RADIN. 1 '5FINISHED GRADE GRADE I I �2. 0' 0.5' MIN. I TOPSOIL 20' -II 0.5' TOPSOIL MODIFIED WALKOUT NO SCALE 30' S0' I'FRONT SETBACK) 25 1 I N Wl 10' I�� FINISHED GRADE 1 GRADING GRADE 1 �2 - 1 0'1 1 0 ` 0.5' MIN. I 2 0' ---- TOPSOIL 0.5' TOPSOIL LOOKOUT NO SCALE 30' 50' '(FRONT SETBACK�5'1 FINISHED GRADE 10'GRADING GRADE 1 �!�CO.5' ------- TOPSOIL 20' OS' TOPSOIL MODIFIED LOOKOUT NO SCALE i(T SETBACK) 25' 50'�{ L0�2) FINISHED GRADE i 10' GRADING GRADE N `� < 0.5' MIN. �0 1 -- TOPSOL 2.0' 0.5' TOPSOIL SPLIT ENTRY WALKOUT 2/W NO SCALE rt. I(F�30' 50' SETBACK) 25• t �SO FINISHED GRADE 10' GRADING GRADE 1 � 0.5' MIN. I n TOPSOIL I 0' 0.2' TOPSOIL SPLIT ENTRY R/W NO SCALE It -30' 50, (FRONT SETBACK) 25' FINISHED GRADE GRADING GRADE 0 N 1 0.5' MIN. OPSOIL I 1 1 1 1.2'N 0.2' TOPSOIL 3111 Pleasant Ridge Drive NE, Revisions: 7. 5/6/22 Rev. lots for alk 3, 4 & 5 Carlson SMiteloo hereby certify that this plan, specification Print Name: Brian 3.Krystofiak,P.E. Drawn: a= 1.9/13/19 Per CityCommentr DENALI INVESTMENTS HAVEN RIDGE 39 • environmental Blaine, MN 55449 or report was prepared by me or under my ��� 2. 1/9/20 Per City Comments • I •engineering phone: (763)489-7900 direct supervision and that I am a duly Signature: Designed: aJK 3.7/22/20 Per City Comments 1313 Hillwind Road DETAILS Of McCain surveying Fax: (763) 489-7959 Licensed Professional Engineer under 4.9/10/20 Per City Comments Monticello, Minnesota 7 i ww.Carlsonm-in.. the is of the State of Minnesota Dale: 4/5/19 License #: 25063 Data: 4/5/19 6. 5/25/21 Per 2nd add. City Comments Fridley, MN 55432 41 0.5' TOPSOIL GRADING GRADE ARIES TOPSOIL 3.0• PROPOSED FINISHED GRADE 2' F1.5' ARIES GRADING GRADE _ 2. EXISTING GRADE SELECT BACKFILL 77/ LIMIT OF SUBGRADE EXCAVATION MATERIAL SELECT BACKFILL EXISTING GRADE - COMPACTED BACKFILL MATERIAL U f 77 GPf ¢'7 NON-SELECT/BACKFILL MATERIAL NON -SELECT 3.0' MA%. MATERIAL SELECT BACKFILL BACKFILL MATERIAL y 0,1 COMPACTED BACKFILL COMPACTED BACKFILL MAX. 10.0' MIN. NON -SELECT BACKFILL MATERIAL NON -SELECT BACKFILL MATERIAL BOTTOM OF UNSTABLE MATERIAL COMPACTED BACKFILL COMPACTED BACKFILL SUBGRADE CORRECTION (SINGLE FAMILY LOTS) - -STREET (FRONT SETBACK) 1 1 LL 2.5. L 0.5' TOPSOIL MODIFIED RAMBLER NO SCALE X30' S0' (FRONT SETBACK) 25'- FINISHED GRADE GRADING GRADE R 2) 0.71 0 1 RAMBLER NO SCALE 50' 25 FINISHED GRADE GRADING GRADE i 0.5' MIN. X2.5' 0.5' TOPSOIL TOWNHOME LOT HOLDDOWNS SLAB ON GRADE CURB NO SCALE FINISHED GRADE (FRONTxSETBACK) VA IES I SOG GRADING GRADE 0.3' TOP! OIL 0. 0.5' MIN. ___ ____ _ TOPSOIL 1 -30' SETBACK TO GARAGE MULTI -FAMILY TOWNHOME LOTS BISai o9Garage)ck 0' 106.0 37 0 30-1 37. UNI_ _ 5' 1 TO I"IOt E 11 ^ 5' X25' Bldg. Setback (30' to Garage) 3 .0 2.0 37 0 RIGH-OF- CONC. CURB SINGLE FAMILY HOLDDOWNS WALKOUT NO SCALE 30' 50' 1 (FRONT SETBACK)�t.RADIN. 1 '5FINISHED GRADE GRADE I I �2. 0' 0.5' MIN. I TOPSOIL 20' -II 0.5' TOPSOIL MODIFIED WALKOUT NO SCALE 30' S0' I'FRONT SETBACK) 25 1 I N Wl 10' I�� FINISHED GRADE 1 GRADING GRADE 1 �2 - 1 0'1 1 0 ` 0.5' MIN. I 2 0' ---- TOPSOIL 0.5' TOPSOIL LOOKOUT NO SCALE 30' 50' '(FRONT SETBACK�5'1 FINISHED GRADE 10'GRADING GRADE 1 �!�CO.5' ------- TOPSOIL 20' OS' TOPSOIL MODIFIED LOOKOUT NO SCALE i(T SETBACK) 25' 50'�{ L0�2) FINISHED GRADE i 10' GRADING GRADE N `� < 0.5' MIN. �0 1 -- TOPSOL 2.0' 0.5' TOPSOIL SPLIT ENTRY WALKOUT 2/W NO SCALE rt. I(F�30' 50' SETBACK) 25• t �SO FINISHED GRADE 10' GRADING GRADE 1 � 0.5' MIN. I n TOPSOIL I 0' 0.2' TOPSOIL SPLIT ENTRY R/W NO SCALE It -30' 50, (FRONT SETBACK) 25' FINISHED GRADE GRADING GRADE 0 N 1 0.5' MIN. OPSOIL I 1 1 1 1.2'N 0.2' TOPSOIL 3111 Pleasant Ridge Drive NE, Revisions: 7. 5/6/22 Rev. lots for alk 3, 4 & 5 Carlson SMiteloo hereby certify that this plan, specification Print Name: Brian 3.Krystofiak,P.E. Drawn: a= 1.9/13/19 Per CityCommentr DENALI INVESTMENTS HAVEN RIDGE 39 • environmental Blaine, MN 55449 or report was prepared by me or under my ��� 2. 1/9/20 Per City Comments • I •engineering phone: (763)489-7900 direct supervision and that I am a duly Signature: Designed: aJK 3.7/22/20 Per City Comments 1313 Hillwind Road DETAILS Of McCain surveying Fax: (763) 489-7959 Licensed Professional Engineer under 4.9/10/20 Per City Comments Monticello, Minnesota 7 i ww.Carlsonm-in.. the is of the State of Minnesota Dale: 4/5/19 License #: 25063 Data: 4/5/19 6. 5/25/21 Per 2nd add. City Comments Fridley, MN 55432 41 TOPSOIL F1.5' ARIES GRADING GRADE _ 2. PROPOSED FINISHED GRADE 0. EXISTING GRADE �y-�..�. --, ,,,,,,, , - ,,,,,xu, f 77 SELECT BACKFILL J-- / IMIT OF SUBGRADE EXCAVATION MATERIAL SELECT BACKFILL MATERIAL COMPACTED SACKFILL Ope r'RF?') 3.0' NON -SELECT BACKFILL MATERIAL NON -SELECT BACKFILL MATERIAL MAX. 3.0•I COMPACTED BACKFILL COMPACTED BACKFILL MAX. 10.0' MIN. BOTTOM OF UNSTABLE MATERIAL GRADING PLAN LOT KEY 59 4 T 60.5 DRAINAGE & UTILITY GRADING REFERENCE NUMBER EASEMENT SURFACE DRAINAGE 20 LOWEST FLOOR ELEVATION (LOWEST OPENING FOR GROUND ELEVATION WALKOUTS & SLAB ON GRADES) ® BUILDING HOUSE TYPES (LOWESTOPENING FOR RAMBLERS, R RAMBLER OR SPLIT ENTRY LOOKOUTS & SPLIT ENTRY) 961.0 LO RAMBLER LOOKOUT OR SPLIT GROUND ELEVATION (961.5 ENTRY WALKOUT WO -RAMBLER WALKOUT ® BUILDING 0 BE -SPLIT ENTRY RECOMMENDED SEWO-SPLIT ENTRY WALKOUT GARAGE SIDE CG -CUSTOM GRADING FINISHED ELEVATION �J SOG-DENOTES SLAB ON GRADE ® LOT CORNER L 5 _ - J as a DENOTES STEP CONDITION (IN 6" STEPS) - -STREET (FRONT SETBACK) 1 1 LL 2.5. L 0.5' TOPSOIL MODIFIED RAMBLER NO SCALE X30' S0' (FRONT SETBACK) 25'- FINISHED GRADE GRADING GRADE R 2) 0.71 0 1 RAMBLER NO SCALE 50' 25 FINISHED GRADE GRADING GRADE i 0.5' MIN. X2.5' 0.5' TOPSOIL TOWNHOME LOT HOLDDOWNS SLAB ON GRADE CURB NO SCALE FINISHED GRADE (FRONTxSETBACK) VA IES I SOG GRADING GRADE 0.3' TOP! OIL 0. 0.5' MIN. ___ ____ _ TOPSOIL 1 -30' SETBACK TO GARAGE MULTI -FAMILY TOWNHOME LOTS BISai o9Garage)ck 0' 106.0 37 0 30-1 37. UNI_ _ 5' 1 TO I"IOt E 11 ^ 5' X25' Bldg. Setback (30' to Garage) 3 .0 2.0 37 0 RIGH-OF- CONC. CURB SINGLE FAMILY HOLDDOWNS WALKOUT NO SCALE 30' 50' 1 (FRONT SETBACK)�t.RADIN. 1 '5FINISHED GRADE GRADE I I �2. 0' 0.5' MIN. I TOPSOIL 20' -II 0.5' TOPSOIL MODIFIED WALKOUT NO SCALE 30' S0' I'FRONT SETBACK) 25 1 I N Wl 10' I�� FINISHED GRADE 1 GRADING GRADE 1 �2 - 1 0'1 1 0 ` 0.5' MIN. I 2 0' ---- TOPSOIL 0.5' TOPSOIL LOOKOUT NO SCALE 30' 50' '(FRONT SETBACK�5'1 FINISHED GRADE 10'GRADING GRADE 1 �!�CO.5' ------- TOPSOIL 20' OS' TOPSOIL MODIFIED LOOKOUT NO SCALE i(T SETBACK) 25' 50'�{ L0�2) FINISHED GRADE i 10' GRADING GRADE N `� < 0.5' MIN. �0 1 -- TOPSOL 2.0' 0.5' TOPSOIL SPLIT ENTRY WALKOUT 2/W NO SCALE rt. I(F�30' 50' SETBACK) 25• t �SO FINISHED GRADE 10' GRADING GRADE 1 � 0.5' MIN. I n TOPSOIL I 0' 0.2' TOPSOIL SPLIT ENTRY R/W NO SCALE It -30' 50, (FRONT SETBACK) 25' FINISHED GRADE GRADING GRADE 0 N 1 0.5' MIN. OPSOIL I 1 1 1 1.2'N 0.2' TOPSOIL 3111 Pleasant Ridge Drive NE, Revisions: 7. 5/6/22 Rev. lots for alk 3, 4 & 5 Carlson SMiteloo hereby certify that this plan, specification Print Name: Brian 3.Krystofiak,P.E. Drawn: a= 1.9/13/19 Per CityCommentr DENALI INVESTMENTS HAVEN RIDGE 39 • environmental Blaine, MN 55449 or report was prepared by me or under my ��� 2. 1/9/20 Per City Comments • I •engineering phone: (763)489-7900 direct supervision and that I am a duly Signature: Designed: aJK 3.7/22/20 Per City Comments 1313 Hillwind Road DETAILS Of McCain surveying Fax: (763) 489-7959 Licensed Professional Engineer under 4.9/10/20 Per City Comments Monticello, Minnesota 7 i ww.Carlsonm-in.. the is of the State of Minnesota Dale: 4/5/19 License #: 25063 Data: 4/5/19 6. 5/25/21 Per 2nd add. City Comments Fridley, MN 55432 41 7' CRIFICE pE EUETAT ON OF PORTION o RING ORIFICE OWER g.Sp MEPOMOC3 -DBI P E wLL TYPICAL CAL STREET SECTION R LRA ry . .TLA 1a" RCP 85TH STREET EXIST Irvc NWL POND = 954.5 EXISTING M NWL POND = 949.0 FLOW' 0 es5 NWL POND = 955.0 R/. R/. R f sa D 18 RCP pB 95as F(OwCa 1' MIN. sas D 24' RCP t7 f. B s �K'Cp 1' MIN. F(pwCp 1' MIN. 2 21 vA EN �iA MIN FfLOW FLOW L't10' S �2t 3 .33'- RR �10 TRIL 51.5 6 DRAINTILE a6.o v. 952.0 (SEE PLAN OR AR GRAB ON) SOPO.SOILa (SEEP LANG ORAR BASE LOCAlION) oD w RE Na' TOPsaL FEuuwI R%vi PAVEMENT SECTION B618 CONCRETE CURB 1 GD0.01 - ENGINEER A p/OR gjyNlC POND - 500 POND - 700 POND OUTLET CONTROL STRUCTURE OUTLET CONTROL STRUCTURE TYPICAL STREET SECTION OUTLET CONTROL STRUCTURE FARMSTEAD AVE, FARMSTEAD OR, 87TH ST, EISELE LN, ELEMORE CT, ELEMORE LN, EHLER LN R/W yR w 17 IT B 6 is GALVANIZED GRATE (SPLIT) GALVANIZED GRATE (SPLIT) GALVANIZED GRATg(SPLIT) 4"X4" OPENINGS 4"X4" OPENINGS SOD WNa' TTOOPSOIL 0WLa/sOICRETE SIIDasEN 4"X4" Oses wR TOPsa(SEE PLAN roR LOCATION) SEED & 57.5 REMAININGDR%wMODI PAVEMENT SECTIONwEa3aoc48" DIA. 48" DIA.CR- Z- TT,.1' BINMNWI_ICLS COA,,NINGUS BASE 5/D(SPEC52. TYPE SP 25]sP 0 0 -12 ECT 6 I-21 SOLN SCARIFY a coMPACTcoRs ecan)c BEHIND CURG) 54.0 FILTRATION BASIN PLANT NATIVE PLANTS TOLERANT 85% HOMOGENEOUS SAND 15% ORGANIC LEAF COMPOST OF INUNDATION AND DROUGHT. III= -111 III III -1,z I -III TURF ESTABLISHMENT POND - 20 POND - 100 POND - 200 TYPICAL STREET SECTION W/ GEOTECHNICAL ENGINEER. OUTLET CONTROL STRUCTURE OUTLET CONTROL STRUCTURE OUTLET CONTROL STRUCTURE EISELE FALLON AVENUE TURF ESTABLISHMENT SHALL APPLY To ALL DISTURBED AREAS AND SHALL BE (PER MN/DOT 2360) NWL VARIES -III=11I=111= R/w re/w ACCORDING TO MI,DOT STANDARD SPECIFICATIONS FOR CONSTRUCTION (LATEST EDITION) POND -- -III- - Q III EXCEPT AS MODIFIED BELOW. 14 TAMORE v MIEN Oft � IN �tt6 �33'�9;��A*!OD D ' ulx TURF ESTABLISHMENT SHALL OCCUR AS SOON AS POSSIBLE BUT IN NO CASE THAN 14 DAYS. $ -- - -III � III � III M W/ G AeuLnRs ensc wLa' B% cRAHuiAR eAsE TOPSOIL: MINIMUM OF 6" OF TOPSOIL. (SEE LAN FOR LDCATON)SOU I,.. T� aLI TGPSG (SEE PLAN FOR LOCITOm SEED: MI,DOT MIXTURE 25-141 AT 60 POUNDS PER ACRE. GALVANIZED GRATE (SPLIT) GALVANIZED GRATE (SPLIT) GALVANIZED GRATE (SPLIT) FEMAN, ajvi PAVEMENT SECTION DORMANT SEED: SHALL BE APPLIED AT TWICE THE NORMAL RATE AFTER 4"X4" OPENINGS 4"X4" OPENINGS 4"X4" OPENINGS 1 hereby Certify y that this plan, specification Print Name: Brian 3. KrystoI P.E. me or under my or report was prepared and Drawn: L&RO NOVEMBER 1ST. 57.2 sit 59.0 TCRB fL +DCOX L CTrrvlcA 40 • I engineering phone: (763)489-7900 direct supervision and thatlamatluly Signature: ��� that Deslgnetl: ETK 3.7/22/20Per City Comments 1313 Hillwind Road Monticello, Minnesota DETAILS ENGNEERw11D/oR McCain MULCH: TYPE 1 AT 2 TONS PER ACRE (DISK ANCHORED). 489ta959 Fax: (763)489-7959 0 Dale: 4/5/19 4.9/10/2oPerCi Comments 0 o i 41 FERTILIZER: TYPE 1 10-10-10 AT 200 POUNDS PER ACRE. 7' CRIFICE pE EUETAT ON OF PORTION o RING ORIFICE OWER g.Sp MEPOMOC3 -DBI P E wLL TYPICAL CAL STREET SECTION R LRA ry . .TLA 1a" RCP 85TH STREET EXIST Irvc NWL POND = 954.5 EXISTING M NWL POND = 949.0 FLOW' 0 es5 NWL POND = 955.0 R/. R/. R f sa D 18 RCP pB 95as F(OwCa 1' MIN. sas D 24' RCP t7 f. B s �K'Cp 1' MIN. F(pwCp 1' MIN. 2 21 vA EN �iA MIN FfLOW FLOW L't10' S �2t 3 .33'- RR �10 TRIL 51.5 6 DRAINTILE a6.o v. 952.0 (SEE PLAN OR AR GRAB ON) SOPO.SOILa (SEEP LANG ORAR BASE LOCAlION) oD w RE Na' TOPsaL FEuuwI R%vi PAVEMENT SECTION B618 CONCRETE CURB 1 GD0.01 - ENGINEER A p/OR gjyNlC POND - 500 POND - 700 POND OUTLET CONTROL STRUCTURE OUTLET CONTROL STRUCTURE TYPICAL STREET SECTION OUTLET CONTROL STRUCTURE FARMSTEAD AVE, FARMSTEAD OR, 87TH ST, EISELE LN, ELEMORE CT, ELEMORE LN, EHLER LN R/W yR w 17 IT B 6 is GALVANIZED GRATE (SPLIT) GALVANIZED GRATE (SPLIT) GALVANIZED GRATg(SPLIT) 4"X4" OPENINGS 4"X4" OPENINGS SOD WNa' TTOOPSOIL 0WLa/sOICRETE SIIDasEN 4"X4" Oses wR TOPsa(SEE PLAN roR LOCATION) SEED & 57.5 REMAININGDR%wMODI PAVEMENT SECTIONwEa3aoc48" DIA. 48" DIA.CR- Z- TT,.1' BINMNWI_ICLS COA,,NINGUS BASE 5/D(SPEC52. TYPE SP 25]sP 0 0 -12 ECT 6 I-21 SOLN SCARIFY a coMPACTcoRs ecan)c BEHIND CURG) 54.0 FILTRATION BASIN -III1 # PLANTING MEDIUM PLANT NATIVE PLANTS TOLERANT 85% HOMOGENEOUS SAND 15% ORGANIC LEAF COMPOST OF INUNDATION AND DROUGHT. III= -111 III III -1,z I -III VARIES I- III # ONSITE TO BE UTILIZED TO III GRASS GRASS PRE-TREATMENT STRIP UNDISTURBED, UNCOMPACTED SOIL ,I24" -III1 # PLANTING MEDIUM -\�2" OF 1/4" CHOKING STONE 1.5" WASHED STONE (IGNEOUS) 85% HOMOGENEOUS SAND 15% ORGANIC LEAF COMPOST 6" PERFORATED PVC DRAINTILE SCARIFY EXISTING SIOLS TO A MINIMUM 12" # ONSITE TO BE UTILIZED TO DEPTH PRIOR TO PLACING PLANTING MEDIUM THE EXTENT POSSIBLE. VERIFY W/ GEOTECHNICAL ENGINEER. INFILTRATION BENCH -AND NW_. = 953.5 11' MIN. \NWL POND = 953.0 �l f1' MIN. INFILTRATION BASIN PLANT W/ MnDOT SEED MIX 33-261 W/ EROSION CONTROL BLANKET GRASS PRE-TREATMENT STRIP - UNDISTURBED, UNCOMPACTED PLANTING MEDIUM � 85% HOMOGENEOUS SAND 15% ORGANIC LEAF COMPOST # ONSITE TO BE UTILIZED TO THE EXTENT POSSIBLE. VERIFY W/ GEOTECHNICAL ENGINEER. SCARIFY UPPER 24" OF EXISTING SAND im LOT BENCHING DETAIL LOT PROFILE _ DIRECTION OF FLOW (LOT) STREET PROFILE DIRECTION OF FLOW (STREET) 0.5' 0.5'.51 TYPICAL POND SECTION PONDS 100, 200, 300 & 400 (WITHOUT INFILTRATION) �1 1� 10:1 N.W.L. 10:1 IIII 3 N 3 III 1 IIII Lio-' IIII BOTTOM > = 10 VARIES .THICKNESS OF SELECT GRANULAR TO BE VERIFIED NTH GEOTECHNICAL ENGINEER AND/OR CIT' TYPICAL POND SECTION PONDS 500, 600 & 700 (WITH INFILTRATION) 4 10' INFILTRATION/FILTRATION BENCH 4 11 TYPICAL STREET SECTION �' D:1 N. W.L _ G.1 EILDON WAY NE, EILDON DRIVE NE -_- II --- - -Tr- R/w R/w w a 1 III 1 Y 1o' 1o' 1D' 1o' aR xt6 16� ax� zx� 10' IN FI LTRAIT ON/FILTRATION BENCH BOTTOM PD w/a' TOPSOIL x SOD w/a" 6 carvcRETE siDEWAYI III; VAR IES I I I TOPSOIL (EE PLAN FORDLOCATION)12 ND REMAININGUR/w PAVEMENT SECTION MODI D 'D" CONCRETE NRB - GUOt3 TY BNNOMINOUS WEAR co I TYPE S129.5 SPWEA3a0C 2" BiIUMIn0U5 BASE ACa _. �T�UrI�EP Si; ISG EPN_0C COMPACTED6' MIN. SCARTIFY & SUBGRAOE (2 �6" BEHIND CURB) .mICKNESS or SEeCT GRANULAR TO BE VERmED wTH GEOTE-CAL ENGINEER Ano/CR crrr TYPICAL BIT. SHOULDER EDMONSON AVE, 85TH ST, FALLON AVE 50' - Fallon Ave. 65' - 85th St. 60'-Edmonfion 12' uN.E/E. N of R VA� s 11 Thru Lane *1 11-11.5' RESPi IT EN I }1 -wA Agg. Thru Lane Th,. Lane Agg. Chid. Shld. .- r 0.5' MILL JOINT SLOPE VARIFc � SAWCUT/MILL LINE 10' BITUMINOUS PATH DETAIL I X10. i r. 3" BITUMINOUS WEAR COURSE TYPE SP 9.5 MIX SPWEA240B 6' CL. 5 AGG. BASE 1J" SELECT GRANULAR BORROW 6 MIN SCARIFY AND RE -COMPACT FABRIC IF DIRECTED BY ENGINEER PLANT W/ MODOT SEED MIX 33-261 1' W/ EROSON CONTROL BLANKET 10' BENCH 10' INFILTRAII BENC AGG. BASE EDGE PAVEMENT SECTION OUTLET VARIES _ (PER MN/DOT 2360) NWL VARIES -III=11I=111= 2" -TYPE SPWEB3300 BITUMINOUS WEAR COURSE BITUMINOUS TACK COAT POND -- -III- - 2" -TYPE SPNWB330B BITUMINOUS WEAR COURSE III 24" UNDISTURBED. UNCOMPACTED SOIL III- I I --III 6" -CLASS 5 AGGREGATE BASE 12-24" SELECT GRANULAR BORROW - - - - ' VERIFY AND MATCH EXISTING STREET SECTION $ -- - -III � III � III M EN OUS SAND 85% HOMOGENEOUS OME* ONSITE TO BE UTILIZED TO 15% Sx ORG C LEAF COMPOST THE EXTENT POSSIBLE. VERIFY W/ GEOTECHNICAL ENGINEER. (� Carlsai • environmental 3890 Pheasant Ridge Drive NE, shite loo Blaine, MN 55449 1 hereby Certify y that this plan, specification Print Name: Brian 3. KrystoI P.E. me or under my or report was prepared and Drawn: L&RO Revisions: 7. 5/6/22 Rev. lots for Elk 3, 4 & 5 1.9/13/19 Per City Commentr 2. 1/9/20 Per City Comments D E NALI INVESTMENTS HAVEN RIDGE 40 • I engineering phone: (763)489-7900 direct supervision and thatlamatluly Signature: ��� that Deslgnetl: ETK 3.7/22/20Per City Comments 1313 Hillwind Road Monticello, Minnesota DETAILS Of McCain surveying 489ta959 Fax: (763)489-7959 Licensed Professional Engineer under the laws of the State of Minnesota Date: 4/5/19 License #: 25063 Dale: 4/5/19 4.9/10/2oPerCi Comments Fridley, MN 55432 i 41 ww.(763ar 6. 5/25/21 Per 2nd atld. City Comments SILT FENCE ]/FILTER FABRIC (36' MAX. HEIGHT) ANCHOR W/ METALOPENING IN FABRIC WEAVE < 212 pm T–POST OR WOOD 2"X2' STAKE 6"X6" TRENCH DIRECTION OF FLOW 0(COMPACTED BACKFILL) III_ I,li Ilii1- ��, UNDISTURBED SOIL NOTES: 1. DIG A 6"X6" TRENCH ALONG THE INTENDED SILT FENCE LINE. 2. DRIVE ALL ANCHOR POSTS INTO THE GROUND AT THE DOWNHILL SIDE OF THE TRENCH. 3. POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART. 4. LAY OUT SILT FENCE ALONG THE UPHILL SIDE OF THE ANCHOR POSTS AND BACK FILL 6"X6" TRENCH. 5. SECURELY ATTACH SILT FENCE TO ANCHOR POSTS W/ MINIMUM OF THREE ATTACHMENTS PER POST. 6. SEE MNDOT SPECIFICATIONS 2573 & 3886. TREE FENCE COPOLYMER BARRIER FENCING ANCHOR W/ METAL o �(48 HEIGHT) T–POST OR WOOD 2'X2' STAKE ISI=III I�II1 - ii-iiliil 11iii iii_ UNDISTURBED SOIL NOTES: 1. TREE FENCING SHALL BE PLACED A MINIMUM OF 1 FOOT PER CALIPER INCH OF TREE DIAMETER FROM TREE(S) THAT IS/ARE TO BE SAVED. 2. ANCHOR POST MAY BE SPACED UP TO 10 FEET APART. 3. SECURELY ATTACH TREE FENCE TO ANCHOR POSTS W/ MINIMUM OF TWO ATTACHMENTS PER POST. 4. SEE MNDOT SPECIFICATION 2572. 960 958 956 954 976 974 972 970 *NOTE — RETAINING WALL MATERIAL TO BE PROVIDED BY CONTRACTOR PRIOR TO INSTALLATION MODULAR RETAINING WALL #1 (470 SF) \ 1.5' BURY I \------------------------� 0 20 40 60 80 100 120 *NOTE — RETAINING WALL MATERIAL TO BE PROVIDED BY CONTRACTOR PRIOR TO INSTALLATION MODULAR RETAINING WALL #2 (758 SF) 0 20 40 60 80 100 120 140 160 976 974 972 970 960 958 956 954 N ROCK CONSTRUCTION ENTRANCE R AIN.) MIN. INFRASAFE — 2'x3' DEBRIS COLLECTION DEVICE AS MANUFACTURED BY ROYAL ENVIRONMENTAL SYSTEMS f• HDPE INSERT BASKETS •8t:• '3 SHOWN W/OUT FILTER BAGS RI 3?°•'•° 400 MICRON FILTER BAGS 3?s?I Igg'gl .. •. REQUIRED INSIDE BASKETS 2'x3' HDPE FRAME INSERT EMERGENCY OVERFLOW PORTS – MEETS MN/DOT SPECIFICATION 3891.E "STORM DRAIN INLET PROTECTION – FILTER BAG INSERT" – DESIGNED FOR NEENAH R-3067 OR R-3290 SERIES INFRASAFE — 27" DEBRIS COLLECTION DEVICE AS MANUFACTURED BY ROYAL ENVIRONMENTAL SERVICES f®HDPE INSERT BASKETS SHOWN W/OUT FILTER BAGS 400 MICRON FILTER BAGS REQUIRED INSIDE BASKETS ®® 2X3 HDPE FRAME INSERT „` EMERGENCY OVERFLOW PORTS - MEETS MN/DOT SPECIFICATION 3891.E "STORM DRAIN INLET PROTECTION - FILTER BAG INSERT" - DESIGNED FOR NEENAH R -3250-A OR R-3250-1 (MNDOT 801) FRAME CASTING 389U Pheasant Ridge Drive NE, Revisions: 7. 5/6/22 Rev. lots for Blk 3, 4 & 5 (� Carlson spite loo hereby certify that this plan, speci6wtion Print Name: Brian ] Krys[oFlak, P.E. Drawn: L•N 9/13/19 Per City Commen s D E NALI INVESTMENTS HAVEN RIDGE 41 • environmental Blaine, MN 55449 or report was prepared by me or under my ��� 2. 20 Per City Comments • I •engineering Phone: (763)489-7900 direct supervision and thatIamaduly Signature: Deslgnetl. BIK 3.7/22/20 PerCityComments 1313 Hillwind Road DETAILS Of McCain surveying Fax: (763) 489-7959 Llcensetl Pro esslonal Engineer untler 4.9/10/20 Per City Comments Monticello, Minnesota ww.carlson—in—Ann the laws of the State of Minnesota Date: 4/5/19 License #: 25063 Dale: 4/5/19 6. 5/25/21 PerPar 2n City atltl. City Comments Fridley, MIN 55432 41 LEGEND EXISTING PROPOSED PROPERTY LINE _-------_ EASEMENT LINE ---- ---------------- --------------- CURB LINE ------- — - I I BITUMINOUS ! I CONCRETE SANITARY SEWER ------+-- STORM SEWER--+--v---� WATER MAIN --+--+---+----+ OVERHEAD UTILITY ----------- /� � 04 It `yam . w STORM CATCH BASIN ® ® WY IJ�n STORM MANHOLE 0 li ;a N OUTLET CONTROL STRUCTURE MANHOLE O Q i _ _ " -- 'I �, \� i , HYDRANT it i II• �I ! .11-- a5ST. NE w ST N GATE VALVE Dd y I ! ;T2 Is TELEVISION BOX o TELEPHONE BOX LI j SITE UTILITY POLE .I RETAINING WALL II FENCE 10' CONTOUR \`. \ `g---i`.� _ ..—..— - ..--.— —..—.. _—.._ VICINITY MAP 2' CONTOUR --------- - . _ - _— --. - --------- -- - --..--. _—.-_ FEMA FLOOD PLAIN i! I I 1 NOT TO SCALE WETLAND LINE — — jl I SPOT ELEVATION �� I EMERGENCY OVERFLOW E.O.F. as as ' Iii !'I _,,., �:` SHEET INDEX SILT FENCE ....................T1. INDEX �1 TREE FENCE ......................... T2—T6. TREE PRESERVATION PLAN GRADING LIMITS ••••••• ^•^••••••••- TREELINE 1 SOIL BORING I KEY DENOTES TREE TO BE SAVED DENOTES TREE TO BE REMOVED NOTE, REFER TO TREE INVENTORY REPORT FOR TREE IDENTIFICATION AND REMOVAL/REPALCEMENT INFORMATION. CALL BEFORE YOU DIG Q Y 11 Know what's below. "`1���'^^�L�k CaII before you dig. The subsurface utility information shown on this plan is utility Quality Level D. This quality level w s determined —1 to the guidelines of CI/ASCE 38-02, entitled "Standard Guideline for the Collection and Depiction of Existing Subsurface Utility Data." SPECIMEN TREE • ANY CANOPY TREE WITH A DBH OF 36 INCHES OR MORE AND ANY UNDERSTORY OR • ORNAMENTAL TREE WITH A DBH OF 10 INCHES OR • MORE THAT IS NOT EXEMPTED AS A SPECIMEN TREE BY THIS ORDINANCE. CITY of MONTICELLO TREE PRESERVATION CODE • REPLACEMENT TREES REQUIRED •• EACH HEALTHY SPECIMEN TREE REMOVED OR DESTROYED SHALL BE REPLACED WITH THREE OR MORE REPLACEMENT TREES EQUALING OR EXCEEDING A TOTAL OF EIGHTEEN (18) AGGREGATE CALIPER INCHES. •• THE REQUIRED REPLACEMENT TREES SHALL BE PLANTED WITHIN 12 MONTHS OF THE REMOVAL OR DESTRUCTION OF THE SPECIMEN TREE. • LOCATIONOFREPLACEMENTTREES •• REPLACEMENT TREES SHALL BE EITHER PLANTED ON THE PARCEL OF LAND FROM WHICH THE SPECIMEN TREE WAS REMOVED IF SUFFICIENT SPACE 15 AVAILABLE, OR PLACED ON NEARBY LANDS IN ACCORDANCE WITH SECTION 4.IIEI, ALTERNATIVE LANDSCAPE PLAN. TREE PRESERVATION CALCULATION • CALCULATION$ •• 9 SPECIMEN TREES ON SITE, 8 REMOVED FOR GRADING ••• 8X18= 144 Aggregate caliper inches ••• IOVER STORY TREE =2.SAGI ••• 144 AGI/2.5=57 TREES 0 150 300 600 (IN FEET) BENCHMARKS 1. Minnesota Department of Transportation Geodetic GSID Station No. 93813 (MnDot Name Golf). ELEVATION = 974.53 FT. 2. Minnesota Department of Transportation Geodetic GSID Station No. 93803 (Mn Dot Name 8605 S) ELEVATION = 966.55 FT. son[ rciDge "nve wc, Revisions: 7, 5/6/22 Rev. lots for III 3, 411 D E N A LI INVESTMENTS (� Carlson onm Blaine,ite MI 1 hereby certifyethat this plan, specification Print Name: Brian ]. Krysto' a Drawn a, 9/13/19 Per City Com Comments T 1 en al B, 0 55449 or report was prepared by me or under my 2.1/9/20 Per City Comments HAVEN RIDGE I Sugi--nn9 I Phone: '(763)489-7900 I directSupervision and that Iamaduly Signature: a ID¢5ign¢tl: eJK I3J/22/20I 1::tyComments I 1313 Hillwind Road I I TREE PRESERVATION PLAN of I McCain I • rveying Fax: 763 489-7959 ticensedPmfes5ionalEngineerunder 4.9/10/20 Pe r" Comments Monticello, Minnesota (A) the laws of the State of Minnesota Data: 4/5/19 License #: 25063 Date: 4/5/19 5. 3/08/21 Per 2ntl atltl. & Ph. 2 grading Fridley, MN 55432 / T$ \ I \\\ `\ I PROPERTY LINE EXISTING PROPOSED I I 4 TRD 501 \ \ EASEMENT LINE ------ ------ I I I I \\ CURB LINE ______ BITUMINOUS E----] 0 ' i I ° — a• \ I CONCRETE SANITARY SEWER 111711 ---�->— \ I STORM SEWER ----- Y >� HERS) REALIGNiiECIT D� \\ \y �i0 TENN R MAIN DENOTES OVERHWAEAD UTIDTY STORM CATCH BASIN ®abo STORM MANHOLE 0 OUTLET CONTROL STRUCTURE O 0 MANHOLE HYDRANT YP 'V I 1 01 S'�\\ `'•\\ GATE VALVE Da \ �\ TELEVISION BOX ❑ DD \\ \ � s f TELEPHONE BOX ❑ yS; •, D, \\ \\\ UTILITY POLE `n RETAINING WALL 5(��62 �J > 95 94B •,���D\ \\ \\\\ I FENCE — ` O 1 0 D\ \ \ \ I 10' CONTOUR — 2' CONTOUR ---- i D 0 85 `SS`SvS 3 D'DD\ \ •D\\ \\ \\\ I FEMA FLOOD PLAINSo 2 WTAND LINE GRAVEL ' D 5 S CCS _00.0 POT ELEVATION CONSTRgCfi, IO E.o..F . ENTRANCE; �\% EMERGENCY OVERFLOW 10 0000 T"❑ARNQE 3 SILT FENCE 6 TREE FENCEIs a a a a a ® a - GRADING LIMITS _ TREELINE (—Y—Y—r1 696 2 \� 104 SOIL BORING p • D\ \ \\ •` 0se-s �\ ° ss+s°O sso Cod\ \ `\ I I KEY 14 s I \ I I DENOTES REEVED \ x S s��s 05 s Dv `v s c s F 2 j °° • • DD \ \ \\ \ DENOTES TREE To X X \\ I BE REMOVED o S t \ F •DD \ \ °\\ 106 ` is •. D \ \\ NOTA 6 s? S / ' , DD \ \ \\ \ I REFER TO TREE INVENTORY REPORT FOR TREE I li I I 9 6� O /� 1 96, \ �' / '• D \ `\ \ e\ IDENTIFlCATON AND REMOVAL/REPALC£iIENT 6 S I INFORMATION. I li—I I % 2�,2 p A'e1�1 .S �g A I / •. DDAV A VA I X \ \ 12 7 S ss+ 9s ss 107\ ill I I �s 1 9663 O e i 96 \`� 'DD >/ As 126 sox o 108 2 9"a2O 8 \lc�, air \ v \ , \ IN � I I o 3 Dp \ \ \\ I u s ss s \�s° o ?9 s9 s xs S+s° 09 WETLAND BUF r9 5,861 SF '_ �I: r:�.•. ��\ �\\ c so ss. ss2 \\ P.DD\\ \\ \s%it. (5,861 SF REQUIRED)I I I tl:i5,4 110 °\ \ +s : S �D D.D\ D D\ D\ \\ \\ \\\ ♦a\'t\\r\ qFWETLAND FILLso \ Gs a 3046 F. o 4 s . �. I �� �I; 1 I I � !o�J 9 v c �y \ ssZ D \ \\ \\ ',��y•" X\ NETLAND #9 I I .I. s-. `\ \ \ 123 \2 `s sS +So s?e q, sssss+s� 1 1 s • DD b \ \ \ M1•� SIGNIFICANT TREE s \ ` G . (R HWL = 957.8 j 1 �: t''" s\ s s 3 1 D \ \ SNOWMELT = 957.61 B -B HWL = 957.9 1 112 N 1- 7 122 .5 \ \ \ s 2 D \ \ \ r9s 1 ss F2J i 1 %( s ss+ s ss ssS�--------- ,� `• — - __— \ �� �� --__ \ - - �\_�__ -� ss�� O Abe \ \\ \ °'• \ I; II •+.yo �\\\� \ \��95���� s \\\\ \\\ \\ �\ ?o sss1 \%Po .. / c �sss ` 13 sS 309 TR \6\\\\ "'\\ I o zs so 100 zr D s�� 20v� s VSJ > ®TW a vv \zz I� 7 �. ���� v v� N. = 954: . ,� " S�s+so s. ss�ss+s 7 vV\ v ,� v \\\ \\)AY SNOWMELT = 955.7 s �• e s 1 \\ i N FEET) \ \, \ 962 6^ /\1 eTW 75 \ \ \ y \ 100 YR HWL = 957.2 \ s• / s? ss c \ w7 PETAININ \ \ \ �.III ., -y} %II �\"\ \ \°\ rsL ° `°a�\ \°^.�\. \ "°\�� e„\\ �\\\\\\ \ \ \\'\\ \ \\ \ \ \ \ \ \ ` �\ \ \ \ e\�\ \\ \e �e ' 11%�°\/ 0s 0%SS�{so I cs s. eoo•sss'^ o,s 9�y'\�s\$e\ se s 9 Oo ss+sSo �`s �J �� ®®aBwW .o5G \ � \\ \\ \ \ \\\ \ \ I BEN CHMof Transportation ARKS1 YRB—B HWL 957.9 g 4 WALL #1 1. Minnesot aDepartment tp RETAINING WAATEiAGeodetic GSIDStationNo. 93813 MnDot L \\ Name coif).TO BE PROVIDE 0 CIT\ I 'I �'"o �� 4°\•.\\��` w'°\ ��\ \\\\\ \\ ° � VI 1 • � '96�� J Lcs f ®�Tw� PRIOR TOINSTALL/ ON. \ \ \\ \\ I ELEVATION '•974.53 FT. Transportation 2. Minnesota Department of �I % \ w\\\\,2 •+.\�° ��\��\ �� ���/ I ( 118X\ SSS \.A r� J3,0 p5\ %X \\\ I Nam8605 de t1 S)Station No. 93803 (MnDot 10 /�+So �, sso �_d%i.`�1 _ 9 516 \\\ °\\\ NO GRADING SHALL GO \ \ 6� sr\ I h, \ I so;,o�\ �_-- �,9O ®g�C BEYOND THE PROPERTY LINE \ T ELEVATION � 968 55 FT SEE SHEET T3 - ° rr s ` 3890 Pheasant Ridge Drive NE, Revisions: 7. 5/6/22 Rev. lots for BIK 3, 111 D E N A LI INVESTMENTS T ^T 70 - Carlson onm 6Mite 100 1 hereby certify that this plan, specification Print Name: Brian ]. Krysto Drawn KRO 1.9/13/19 Per City Commen s 12 en al Blaine, MN 55449 or report was prepared by me or under my 2.1/9/20 Per Ciky Commen s HAVEN RIDGE • engineering phone: (763)489-7900 tlirec[supervisionandthatlamaduly Signature: 2 D¢Sign¢tl: eJK 3J/22/20PerCltyComments 1313 Hillwind Road TREE PRESERVATION PLAN of McCain ('surveying Fax 763 489'7959^7 LicensedProfes5ionalEngineerunder 4.9/10/20 Per CltyComments Monticello, Minnesota (A) the laws of the State of Minnesota Date: 4/5/19 License #: 25063 Date: 4/5/19 5. 3/08/21 Per 2ntl atltl. 6 Ph. 2 grading Fridley, MN 55432 / T8 SHEETT2 \� o ss \ LEGEND O sz � � •n \ \ �\8�\ \ // / z 1 EXISTING PROPOSED PROPERTY LINE \� °+� \.,° \ \\ \ \\ /� r/ \ 9s6j O C \ D A\� 9 ® C + NO GRADING SHALL GO \\ \\ \S\\ I Seo\ �• . \ \ \ I / q5,o ®5/ I BEYOND THE PROPERTY LINE �. EASEMENT LINE ------ ------ ° n \ CURB LINE BITUMINOUS CONCRETE \ D� \ 96 \ \ L-�r<_� O 00000000.5\,d\�° �`��•n `"'\ \ \� \\ \ GGs+s°5�•� \ \,�\\\ \\ �a \ ••. 11 � y!I SANITARY SEWER,,; �-�....... ,......° ' \ xsm\ ��\I \ \� \ \� 96d'i? O C A l� \\ \\\\ \\ STORM SEWER ----- i� >� °'0°0004°0°�> 4 -' .\`4\ \" as.4 \\ \ \ 2'O '9c� �v ®ry`s I \ \\Is \ \ \ II WATER MAIN ------ ,1 , \\\\ \\\mortal w`\\ Q+a\\ \\ 5 \ S o ® \ \ \ e\ OVERHEAD TUT �° cnou �°\° �0 o \. \ \\ \ \,• n\ aespe \ •\ \Q\\ S Sa 12 \I\\ \ \\ I STORM CATCH BASIN ® ® : s STORM MANHOLE �00000�o o OUTLET CONTROL STRUCTURE '-0. °Oooo°o�¢°o�a�03P�°e� �T°°��° °' o°°o°Oo°Ooos° oo +�gs\smssn ��•w\\\\ �\:�ttoa� tw \° .\a \ „• 116 < MANHOLE 25 ?o /rs "M s I. HYDRANT GATE VALVE m�"W, ° O's s'°SION Box TE EVvTELEPHONE BOX ❑ °& 528 UTILTY POLE I v\\ \ \ \, \ I I I \ \ I RETAINING WALLy��¢°o?P�o��4°°O°O°O°O°O°�Oq°y \ • \ \� \\\ \ w. \, ��� NT$ 0 rl 529 \ \ FENCE °°6°00o0o°OdOO� -O �s°°o�0°0 0°00o0o°d °� / o \ \ \\\ w\° \ xsti \\• '•a• ml 531 NO GR NG SHALL GO I \ \ \ I a �\ \ I 10' CONTOUR - - °oo°� Ody° a°�°°°�°°off$ °seg,gocg°°��°° o's ''\.\ \ \ \\\� °=,.9 \ \\ \\a D 5 BEYOND E PROPERTY LINE 2' CONTOUR° \ a 1� I \ \ ''• FEMA FLOOD PLAIN 00ooD°�00°•n°°°°°Oo°0 �. \\ s \ \ \ \ „• \, s \ WETLAND LINE0°0°0°0o°00°°o°°°°°° w„ tz000 n � $°o\\q\ \ SPOT ELEVATION I I�Ot p\\ \ •\� \ ss \\mow EMERGENCY OVERFLOW 44 bb \ °O °.Q0o0°o°0 0000000000 `\` / / / ya \\^+° ° \ \\ `" \\• 0000 SILT FENCE a • • - \ °°o°Q°O°O°o °o°A \ 17 ' /\�. \w' \ \ \ \ \�� \\\ to TREE FENCE ........ \ se- '°1°v°°oey9/ I ^t \ \ w• \ \ \ 0 \ \ $ II GRADING OMITS 4 4 4 4 4 - \ \ w° ° WY1 9< 0\ \\\ \ \\\ . •-�� r r r/ / //�/ O \PON\D 100 „,o` ,\ .......»....• %• \\ \�°\ T �\\ \ \ \\\ \\ams\n\s°�\ \�� \4��\.\ . or\ \wrT,g\4, 41�; �� d.p� .57 WB7 17TREELINE SOIL BORING �TRC5 NWIL=. 1DANOWMELT = 953.10 TR 5c8 ss\ YR HWIL 952.7 BKE w100 YR 954.3 \\ \\ \ \ \I IIW I 00 J I TRD 56 DENOTES TREE ,, 004444494. \\J /� \.9 �\ \w I I a•.\.•.' �.a. \*' s •an D \�\. \�\ TO BE SAVED _--- D \\ �° \ �\ I I . .^'..� •.�. .. .. . \ p \ \ w DENOTESTREE 9aa \ \ a. :` xA• `� �. `� \° \ \ BE REMOVEDTO X X � 4 \\ "+` \ � I• :.:.:. �� mow\ DTe• \ ��`,{\ .w \ tol tol REFER TO TREE INVENTORY REPORT FOR TREE 956 �'� \ \ \ \ \ I 1) ♦ \ \\ \ I `"• \� \ w• \ \ $ \ IDENTIFICATION AND REMOVAL/REPALCEMENT \ \ I I 1:Dp,•�• \ • D \ \\\� \ �\ \"'• \ \\\ \ \ \\ \\ wFORMATION. 4 5 \ I \ • II I 957.5 957.0 957.0 957.0 /� \ •� \ ) I 1 .."'«,•� \ I \\\ \\\ \ ���\ \\ \ \ \\ ` \\ \ W0 W0 s67 9S7 s `Y, I D II �\ • \•�,„. \\\ \\\ \gin\ \w\ \\ 7A soxss soxss soxsOs soxsOs WO(2) 95j.5 /`�1 vv -A• p v\.w. .v v vvv A� `V���'\ �\\ AV \\ 1' ! 965.0 G soxss w / �\ \ ?@• . \ \ \, II I 41 I 965.0 G 965.0 G G Ol 2) 95 i \ .`!.' ,D\ �?sl I \\ \ ••�c�: �'.'.'.'.'. .°\ate\: \ \ X0562 I, 41 965.0 G 965.0 G 964.0 5pxss 9S) p ! \ `J.. :,• Vii' �D \,� \?+. \\ �ti:'. ;v �••:':': LL: `. . \\\ \,�c '\ E __ } 41 ni.6 sza I I s4 / '.`L . .. �\ I \�. �:.. �.•.'.`.w.•. ..... \ \ \ \ \ -�- � ;;. .. :���� .o I �. � r.�:�������•�:•.��•••�•�`. .•...LL.LL.... w,RD 564 f'� �+-� � I _o.sox � I --� s'a 64o sss� X `Z`:`: .,P.S \ .D °',� \� ;%� \`'••v'�`•�'.`.`.•.".:...:.. \�,� \ 1\1 1 I T 0 _ I I +oo _ _ _ �_ _ _62.6 -I- - _ - _ _�___ - - a+oo 9 s° � B . • � -. ° � w. `\�"+� I I .:.,� � .. I� \ \ \'.' w4� A.' �\ \ \. \ 1 \ I 1 -> � I as o \. .'�.. .•.•.'. �/ \ \.•.'.'.•.•. w, \, -- � . � o�oz I o.s�ox �6 62.0 -� �� ex +ss �J ^/ \• �"s' r Z � �,. •"'.'•••':':':':"• � \ •aa ��'a \:�.. w.\\, °� 1 p II II' 1.9 961 562.5 62.9 06 ms's" 9 10 • �• � �1 II ��\ w° �D\` a.\ .'Sx I \ (.'. .1: .'.'�1' \ Wv` I I � of 964 63.2 62.9 964 62.5 \i9. 6`j4 � / �' / `9S'> \� \ • r � � 9A\� � \` I\ '. ♦ 'w\ �\ \\ . \'�• \\ w° � I I I � r sr.g a °\ \ ,o +s�� � • I J J '� z ll� � � a+. p ��• .. �:•........� / �� wa \ \ \ t'.'. `.'.'.'.'.'. �. \ °n�\� N i of I sss.o G 965.3 G c c 9ss.s c sss.3 °'° °% � J 138• • �,' 153 0� soxss soxss O G �. ' `\-t .e c X 1 1 \\ 26 0 0 Q �::•�+'%�/ \ \'\ �'-. •: •. •.• .eta- I \soxss soxss soxss 865.0 ss \ w• •::.'... \ `^+, \ \-1\,• s LL0 LO 7 9sa.o 960.0 ss7.a 9sa.o LO I I 960.3 960.3 I I 960.5 960.5 957 152 II �N OX m o I•• q :f �``\ \ \ Vii' �i1 I I al 18625 185 184 183 182 ¢ � eo's \ I L_ � r ,� e o•. 1`.•.•.-.'. •. I o ` N s rn w s.•.•.'.'.'. . 181 � ,Pp �, � � \ 12 I `-" �^ O ^°' 1154 = :S'J'�' D• "'\ �\ \«, \l FST II 2 3 4 rj �\ s rn �� o o �0 1 ,:q �•\ \ \ I I I "I 6 180 \J o o * O `_si � � I �' J`s� � I \\ , `\ "'\ � ��'�:':`: `:•• \d n I 157.4 • , EX.56.8 E%.58.9 EX.56.8 3 7 99�<O ss NTg ^ \\ \ �L N u• o rn -1 v `TP `� \\ �. \ \ w. .. . / ♦•••••...•♦• « r \ S �' 140 \ 1 N� � R ,� •l' o �.\ I .•..•.LL •\ \ o o� J 179 y 1 � �, 13 \ 151 I � �� � U o 5 `off o \ \\ 24 \ �, N rJ,o •: ".� `:1 v WETLANt-r" w° \ m 3,511 S,F. \\ sl rr `ois� ct 141 )\ \ tp�, �O x ` I .•�w� •,• op moi/.' vvvvv - - n 1 8 °� �, 0 14V o" �� o p �� 1156 gym'\ �::°v ,•:':: �A vvvv II ds �• � � r i I IIn I l -aaaaI- I� _ -` . �\* i \ /.-P\ 1i.t�o\9\f512•5`\'`.-• •-•♦y'-.. n.. ♦.•x•-."..x a-..♦:-..:�_-v'.�.��s�/s�rs's''..�.•�.''.`'.•�.•��.I•.'w.1:\.p•.•.•d' � •• 1 �7sss�oo`r o �oG.n mao �o\ `\N� \ >1 5 . Y Ci \ 150�\1 \ 'ss GT I O�.�m ��_•.' ..�.•:,.�j...'.PC'+Y.:...''�IL�...'•.•:..:/'•::..:.'`:`:..:.'`.•:...--'•''..--': '�.:.':.'...'`:'..:'•._...-'•:�..': .. o zs so 009 O 8 o'. �(IN FEET) �" �\ �\ 142_ • -.- 149 BENCHMARK O 22 4 ,•�1'.•.'.'. •".•••.•� 1/ .� v.\•'•'.b'.','v•v'•'"\'•j ?Y`S,ro•o'•n'•:'o;v� 4aoa. - 1 '.'. LL`�. � _• co �.GG�-o �s \ 1\ �,o N m\'{• •• ••., • , 1. MinnesotDepartment of Transportationoovov oo dp43 castle Station No. 93813 MnDoto Name G.1f).1` 16 ( ti. I i5` � 9 \ \o, m pro ♦ ELEVATION >• 974.53 FT. U o }I /,{� � ` " " I`• F". 4 �"• "•.••'• . • C �'O \ 21 Alr �� �ou' 2. Minnesota Department of Transportation I /I o II :'1: . .. 4.: i.•'• 1.: \: •'•• 1 v / \ %1 c o<t��� \,11 �-' :. p. ,!'`•'•'� OU TD Geodetic GSID station No. 93803 (MnDot to `•':',%'• I \) / ------ -------.'•... . A {`sS'..,•D.'.'.'.� Name 8605 5) I I G�' .y r•:ll �� I �-':•:LL`•�. d' 9dS g \\ -- - --- - -- - \ �� -1 ••um'.`I. .� ELEVATION 966.55 FT. *h l 0 1'•'''`'•'• '.• •�• \ o� \�� ss 0 60 145 14 1 47 O sp -t' ...J WETLAND !k s _ •� 10 DAY SNOW MEL" i c r 1N 175 x\SEE SHEET T4 -� 20 159 �.p.., 1n nAV CNn�/- OS6R F .d..�. 100 YR HW- in = 3890 Pheasant Ridge Drive NE, Revisions: 7. 5/6/22 Rev. lots for BIk 3, 4 & 5 is D E N A LI INVESTMENTS T (� Carlson yir SUite 100 1 hereby rens y that this plan, specification Print Name: Brian ]. Krysto Drawn KRO 9/13/19 Per City Commen s onmental Blaine, MN 55449 or report was prepared by me or under my 2. 1/9/20 Per City Comments HAVEN RIDGE • engineering Phone: (763)489-7900 direct supervision and thatIamaduly Signature: 2 Design¢tl: eJK 3J/22/20PerCltyComments 1313 Hillwind Road TREE PRESERVATION PLAN of ° rvaying Fax: (763)489-7959 L"ensedProfessionalEngineerunder ♦ 4.9/10/20 PerCltyComments Monticello, Minnesota McCain su the laws of the State of Minnesota Data: 4/5/19 License #: 25063 Date: 4/5/19 5.3/08/21 Per 2nd add. & Ph. 2 grading Fridley, MN 55432 T8 ww.carisonmccain.com 6. 5/25/21 Per 2nd add. City Comments '1 45 14b 1 'IC L 10 DAY SNOW ME T 954 8 175 6 (957.5) 100 YR HWL = 955.0 5 100 YR B-13 HWL 956.9 LO 50X55 � R ss xso rn j 174\ 's, os �z el ♦965.. 965.. V 0. Po 4L 5 -X - Y7 17 - - - - - - - - - - - - - - - - - EX57.7 - -- - - 1 1.16% 63. 163.61 __j GNIFICAP • S EE '17of A, 0 TIRD 700 to L DSS 965.0 G TRID 698 w "1 99650j5 50X55 C7 a p °p 1> TIRD 6990 TIRD 697 L -0- L> 9575957.5 958 t, TRU 0.0' I> D D 8 on > '11 6 5 71-- D • 61 01 S O s O 6 0 .a�.\ d f�Q .. . Sr. D 8 8 :> WETLAND j5A 19 sa 20 D 2 10 DAY SNOW MELT = 954.8LL�!LL-64 16 7 6 . . . . . . 10 1 3774 100 YR HWL = 955.0 .'WETLA XT q) x 100 YR B -B HWL 956.9 S.F. 0 )01 �",T'R D -4 12 IN 736;& K. bc PZ72• JIS, �Olk -80,RD %% .... 10LIAT SNOW`0 A 4 1V ........... 0 YR HA- I;Rb 741 B -B HWL 956.9 ti' 4RD 759,E 1R0 0 6 41 156,c� 14RID 79 IND 810 IND /94 818 TRID 818 0 g1l -- .*U 76 77? 2 IR 41 DR 155 TI T; X!! 7484 1 TRD 81n TRD 54 TRID 6 RD 749 110 TRO 75, 6 RETAI ING DRD 5 G. P&G 7DJ 4?, 8.6 3.3 27 6,Z# OUTLOT D WAL #2 G 67.0 •TRD 830,v TRD V's RETAINING ALL MATERIAL 55X TRD84A TO BE PRO IDED TO CITY ""D .4' TRID 842V 4 ) 54, 9 PRIOR TO STALLATION. �,10 TRID 840 OTIRD 841 5,40TRI 0 TIRD 848 a Ld 17TLC- 0 TIRD 838 4;D r1I1. 5 0 TIRD 90, TRID 836 & TRID 839 TRID 18.03 ELM TIRD 908 f� TIRD 906 TIRD 1304• fn 2 TIRD 953 TIRD 9050 TRD 02 TIRD 950 C).LL AWING WALL '44f TRID 909 00 OTIRD 951-948 TAGGED TWICE ss /3 TIRD 947 0 ;0 TIRD OTIRDISI vvo(� 949 966. > M y -0RETAINING WALE > as P 944 L J(2 (BY BUILDER) 59 79 TIRD 934 !0 9 OTIRD 935 D Ibbf- 0 TRID 936 p:'`:'• . JCTRD 6i 7 T, ID J?.;5 E 'A KEY ICA TREE 580 DENOTES TREEDD�D, '60 . . . . . . . TO BE SAVED 8 GRADING IS COMPLETE L DENOTES TREE TO x x > BE REMOVED . . .• . . . p p 8 TIR a 7" W N0TK- D 8 TRID 5 REFER TO TREE INVENTORY REPORT FOR TREE :IDENTIFICATION AND REMOVAL/REPALCEMENT AND 5 oo•WETLAND #5D 24 5 96 1\ 10 DAY SNOW MELT = 954.8 SIGNIF TR 9 ss 100 Y HWL = 55.0 IN 100 YR B -B HW- 956.9 VTIRD 584 x '977 To 75 ♦ IRD 4 '1,' 06 -1* TFW,• a/ 4-1 "1 FUND 300. x (ffiD 11 TRID 609 x X" i a� SoF, o' 21 7//59 10 DAYMIX=1±14 5%97 LEGEND "da!tT2D 599 1 '�5 1 1/ EXISTING PROPOSED EXISTING PROPOSED TFRW"-g.. i PROPERTY LINE TELEPHONE BOX El 6-)., NL j6*.15 600 0 Z9 72 - - - - - - EASEMENT LINE UTILITY POLE QTR 9 CURB LINE RETAINING WALL 0 25 50 100 BITUMINOUS E----] - - - -FENCE 10, CONTOUR R - - - (IN FEET) 4. 67.0 956 CONCRETE 2' CONTOUR ITA SEWER 89 SAN Ry FEMA FLOOD PLAIN . . •. •. •. •. •. •. •. •. •. . STORM SEWER WETLAND 114E BENCHMARKS 962 960- AS 619 WATER MAIN R1.111 "IT 00.0 SOG j 3 WETLAND FILL I _TaN SPOT ELEVATION 1. Minnesota Department of Transportation 9735 S.F. OVERHEAD UTILITY Geodetic GSID Station No. 93813 (MrDot . . . . . . . STORM CATCH BASIN to 6-- EMERGENCY OVERFLOW 00 No.. Golf). 4 WETLAND FILL . . . . . . . . STORM MANHOLE 000.0 7�650 J.F. OUTLET CONTROL STRUCTURE SILT FENCE . . . . . . . ELEVATION - 974.53 FT. 6zq MANHOLE arm TRE FENCE 2. Minnesota Department of Transportation 962 HYDRANT GRADING LIMITS . . . . . . . . . . . . . . • - - - - - YDRANT • G ocletic GSID Station Na. 93803 (MnDot GATE VALVE Da TREEI-NE iYYY1 Name 8605 S) ry TRD 989 - TELEVISION BOX ❑ SOIL BORING SB -5 ELEVATION - 966.55 FT. 3890 Pheasant Ridge Drive NE, I hereby certify that this plan, specification Print Name: B,Ia,1.Krystoflak,P. Drawn Ravi,ors: 7.5/6/22R-I..JorI3Ik3,4&5 100 , KRO s"I 55449 or under my - _ I t �/13/19 Per City Comments DENALIINVESTMENTS T4 -n-en-, Blaine,n: r part ,, prepared by - Dasgna' uK � L/q/20 Per City Comments HAVEN RIDGE T)Carisqn 1:erg�r uyr 1313 1-1111wind Road of engineering Plan '163, 1119-7:00 direct supervision and that I am a d Signature: ��n - 1 1121110 Pl:rr 1::t, C m.ems TREE PRESERVATION PLAN ('�3) 4Eg Licensed Professional Engineer under 14 4.9/10/20 ty Comments Monticello, Minnesota --ey,ng _79, the laws of the State of Minnesota Date: 4/5/19 License #: 25063 Date: 4 5.3/08/21 Per 2nd add. & Ph. 2 grading Fridley, MN 55432 T8 McCain Fax: 6. 5/25/21 Per 2nd add. City Comments ���"---------------� __ --- --.-=a-a.EXISTING PROPOSED \ / PROPERTY LINE --------- $5TT3TREET- --- EASEMENT ------ ------ -r ----_----_ _r _ --- ---- --- -------- -- - - - -- o r CURB LINE o-- --- --- - - ----------- • - - / I 0.709 ' 65.0 _ � • • �. V��O � N E � BITUMINOUS ] - ' y { _ - - '- - � - � �.s�� . - . - - �,v- �� �. .-- i -•T_ •-'� � _!� �- •-•A•� a, ��•.r•-mss y • •iRE=67 � CONCRETE F _ ] 0 • r0 FI T \ \ - ---"9� - - - - - -• - - SIGNIFICANT CANT RE nn ----------- _ �`O __ 5e 3592 5 � I � SANITARY SEWER zv > R MAIN I TRIP 4.3TRD 700 0 0 0 b V D D 1 vSTORM SEWER ----->Y » TR590 \8C tt (\\ \\ in •• '4u �OG�G��� • RUET �0 fD g OVERHEAD WATEUTILITY <-- �' b \ \ ro TRD 713 TRD 699 TRD 698 D 6 \ : D 3 STORM CATCH BASIN ®� ® ®� °DENOTEnon 61.0 61.0 62.8 6,61.5, 966' � 342 964 z 7 343 394 �� z 8 ! ! J (960.5) w (958.5) (959.5) R R R J LU 55X50 55X50 55X50 1'n 966.0 G 967.0 G G 968.0 W 964 63.J 96fi 64.5 65.8 IIaI I lI figI'3 • Ek.6• .2• . • WETLAND. FILL ' ,�\�`'�� \ \\\\ \ \\\\•• .-_N qTRD 712 O , RD 697 �O 6. 84g� / STORM MANHOLE S.FOU OUTLET CONTROL STRUCTURE 0 ••...••,.•• MANHOLE 41 TRD 3 9s -' D 9 • . TR4 •2 780 7 ° D657 6 5 HYDRANTO �•• .. , TRD 35$0'-�960';. d t \ \�-��_.7>? y2 •D 703 +T(�D,69 5 D 1 D GATE VALVE Da I I I • • s? \ 954 - - 0 % TRD 701 59710 5 O 6 0 8 TELEVISION BOX ❑ • •5{((y��(yy 2 0 \00 \ 950- ARD -711 X TRD709� TD 8 O 6 s 91 �p S I '?\ I� o TELEPHONE BOX ❑ I �I 3.'"7 • • 261 I s2s ,\9 5.0 NVIIL Q- X X To 7 �; , 'D 7 1 _ O UTILITY POLE `n %jTR 7 ) RETAINING WALL 7 \ DAY SNOWMELT - 9e - D z II I 966.0 s� \ �o 763 D 774 7 d, FENCE 1 I' 9s3.s ss4.o I 9�7,/a T �t I � \ _ 6 � -I 10' CONTOUR - - YR B -B HWL - 95 X6A CONTOUR SIGNIFICANTTREE 6 �'O 0 TRDI FEMA FLOOD PLAIN ---- I I :. o ssxsG L\ha ,�, Pfi j7 o > 76 2 x 7A 55X50 `� WETLAND LINE I o 359} \3 .� D 1 \ /? 736 �6� �pss 7 8 O 80 8 I �00.0 SPOT ELEVATION - 0 m EGF EMERGENCY OVERFLOW 44 4� 3 OGG G SIGNIFICANT TREE I b O E 692_ 6y\ O ss+o� 9 I ss7 6 q �` oy 4 0 741 0 b, g,Trpp SILT FENCE a a.. e... . :LEMORE aL E NE auoo f _ s* I*I 1 �1 E C 900 ` ti '{�D 759r TRO 10btRO TRD 810 RD 7 4 X mS*� TREE FENCE _ 0O �� ^,50 q, 60 TR0 D 816 0 \ X 7 \ GRADING FLITS 0 0 0 - & 65.4 1.60% I 1189 66.8111 I - TCc c.2 N h `` Sp C.) o�'o qN D 754 TR ��RD 1812 392 ° p\� SOIL BORING INE YYY1 -s D 5 �1 qq ,�>'OO 7 5 TR 16 67.2 II I S8.g' ' Tim 968 o I \ Tg /4 TRP 721 TIRE 748849 yd, Sp RD55 Tl KRD 814MTRD �4 f 90 ani ` `t 64.7 to I aT�D�965s 1 SIGNIFICANTTREE �� � >� of 7 2 "en es 815 5 9, 8� \ll ° +T I - rn 'k TRD �7 6 9' • • O O RD 757._ 856 TRD: cr` TRD 827 8 9 7Rp r II 1263 I hr TR 7y8 ` T o°1° • • • �? TRD 843 �s 2J SRO 82A ti TPo"'o A, "I TRD' D 8 KEY oq, JC D 720.... \ 6 •TRD 830a 9 O 82 &, 'rta 8S' 825 SR 7 > DENOTES TREE 1 `F- oN I I �? TC 69.2 e 4 T\R ° IIiD 831 - TRD8,O TRD 8 8 4' TO BE SAVED �V ,n 74 34 I on `� w I iue I \ �' I SIGNIFICANTTREE \„o� �/ TRD 842 TRO . . \_ 0 17G I 30 1 I °�'O' n o 'tet I to \ I oo / ( �i' • TRD 840 TRD 844 TH0 646 OB S� 7�0 8�8 5 DENOTES TREE TO ° ,k �'p TRD 841 5 TRD 848 �D 8S •�6 BE REMOVED X x �J d gA D 8 e. ^-2 D all 1 ° , . - r - / ✓\ ?� UTL0 � ss 83 TRD 838 TRD 907 TRD 850 TRD 85 • °6rs 7R ,p TR 4 "D 836 TRD 839 /- I I u� A , - . • • • • "i° TRD 35 q' TRD 18.03 ELM TRD 906 TRD 904•• ie6 v I NOM % 346 0`D o NI �P SRO 6 E7� 69 N ��, 264 °' • •E+3 \\ I lh, 952 TRD 953 TRD 908 TRD 905 y' TRD 3 I 6 REFER TO TREE INVENTORY REPORT FOR TREE \ • IDENTIFICATION AND REMOVAL/REPALCEMENT 'yam�,'� o I 11p = - 5 TRD 950 TRD J? fE • O H INFORMATION. n� 373 �.' .�, TRD 909 j w -/+ 29 I 1 g� s TRD 947 'TRD 951-948 TAGGED TWICE LM `� 06 89 j w I ° I s2.p ♦ I 6 X19 R so �•• TRD 949 TRD .911 5 N h 6 6 • • s • TR 945 i fi' I rn -- ``� ss 960 \ .I., • • �� TR 944 • 4\ 9ya . i \��' w IULI 347 'np c� / I- i �v / 56.0 1 i^D 95 D 5 . 43 TRD 934 • �O ° ° N 0�' / I �• TRD 9 3 9 @ 59.4 a° / o\ • TRD 935 • ° 8> I g'b' � � , grL., / � 09sR a'�TR 96,E s�� $ ••L,• 'TRD 936 •,/ry / Y � � 611 � / / POND 400 I �p +TRD X2.05 E✓�1 � 372 348 ,l, I se 6 � 956.0 JJJ o eb � .0 1 28 �� W o ;A - - �- �_i 1 DA(Y SNOWMELT = 95 egg o9 ;s� • o smde� 2 a 4 / o �I I �`O`\' ✓2'67 100 YR, HWL = 958.7 , s>: • 4 ?J SIGNIFICANT TR �Nh 100 YR B -B HWL TRD 969 9gg = 960.1 I 6s' so.95o �o rn v"hoI�o / 954/ •••'•.-.-•',-•5., .•• TRD 96) t- co TT��h I s �� &TRD 970 •• D 4 ',4 938 S 0 -I ( 'Y W E�LAND FILL 958, . , • • • cJ ,y 127# S.F. ... • 96oJ• •• ° 2 °j D s2 D 8 0,r'� apTR 12.01 ELM 9 s( ocmc° Ifs > II /26q 9 � TRp75s\s9Sw IGNIFICANT/TlR�EfE+ i` °�'���y � Eos 2q 5 �32 3350 "` t977°216 1 S .1 .3 h D979 • ..� n.c°ry , , °�� 2,1 ... ..,L _ � so.s N EILD6N DRIVE NE TR61 TRD 996 Py13s9 6 S630 �24 Og09RD N9gJ'270 64 I I T as��Po i Sill xs I } 2 46 244 a 2+ D13 240 39 SDG_' D "} 96s,5 WETLAND FILL / ^ x 11 6 2✓9__ SOG 247',------SOo s6s.o 96 .0 T 6 35 SO_G �3 9735 S.F. I 7 t � _ D zs so 100 o/ 1 G _ ��G. 2 - - -- -- - eZ� 3 4.� T D 9�7 T (IN FEET) 1 � 3 1 � � T- 4 1' 4 -WETLAND FILL U L �3T10 S.F. _ _ _ 6s.5 65.Gt 964 _ ;iELM 962 •- - - BENCHMARKS r °6�✓ i oi`G / 1 S i• •. • - `. TRD 99. •„• •,,,,, •,,, • • - / \ / • • r • - 1. Minnesota Department of Transportation O y� D -"-- h_ 271 9 TRD 3600 yw��ry1 Geodetic GSID Station No. 93813 (MnDOt 00 �� 1 • / 1 . - • -01'11 33 ° ' - I I I Name Golf). TTLAND FILL +dt.�iAI. F,L_ ..6 � h+: rL� .• �/ I I 4 - ° - - ° �fiR° 1t5o� WETLAND f�3 (MANAGE 2) I ELEVATION >• 974.53 FT. 4354 S.F. 20' 2 S.F. P 10 DAY R SNOWMELT = = 959.5 0' O � • /� pI - I 2. Minnesota Department of Transportation q�00' /� • •• Ti 10� YR HWL = 959'6 1 I I Geodetic GSID Station No. 93803 (MnDot Name 8605 S) SEE SHEET 6 ELEVATION 968.55 FT. 3890 Pheasant Ridge Drive NE, Revisions: 7. 5/6/22 Rev. lots for Blk 3, 4 & 5 D E N A LI I N V E ST M E NTS T)Carlson viron SURE 100 1 hereby certify that this plan, specification Print Name: Brian ]. Krysto Drawn KRO 9/13/19 Per City Commen s T5 mental Blaine, MN 55449 or report was prepared by me or under my 2. 1/9/20 Per City Comments HAVEN RIDGE • engineering phone: (763)489-7900 direct supervision and thatIamaduly Signature: 2 Designetl: eJK 3J/22/20PerCltyComments 1313 Hillwind Road TREE PRESERVATION PLAN of rveying Fax: (763)489-7959 LicensedProfessionalEngineerunder / 4.9/10/20 Per8tyComments Monticello, Minnesota McCain su the laws of the State of Minnesota Date: 4/5/19 License #: 25063 Date: 4/5/19 5.3/08/21 Per 2nd add. & Ph. 2 grading Fridley, MN 55432 T$ ww.caHsonmccain.Gam 6. 5/25/21 Per 2nd add. City Comments Ni T o C0 g�7RD 3580�D r I EXISTING PROPOSED m I PROPERTY LINE EASEMENT LINE - ------ F COi - 574 I CURB LINE ______ BITUMINOUS [ D}i----] 0 _� J i CONCRETE SANITARY SEWER .l STORM SEWER llLL --->Y >� Lr WATER MAIN - -- "LET ROTECDON OVERHEAD UTILITY < N I I I STORM CATCH BASIN ®�bo I,®; s STORM MANHOLE 0 O 0 ' OUTLET CONTROL STRUCTURE O RD 1001 MANHOLE O I" HYDRANT YP d7 I GATE VALVE Da -¢; 1 TELEVISION BOX ❑ N I TELEPHONE BOX ❑ UTILITY POLE `a RETAINING WALL �0^ I I FENCE C TOUR ol,19 °p <9 bid 3 I I2' CONTOUR — - • � FEMA FLOOD PLAIN i I WETLAND LINE SPOT ELEVATION E.O.F. YO .0 I EMERGENCY OVERFLOW 4404� .••••• . SILT FENCE -- - TREE FENCE - - ----__ r_____ GRADING LIMITS -_� - ---- __-----__-1_�j-°-_ TREELINE iWY1 _ - --_-+�_�-----____—_ f,r°— " •wee --may_ L_ SOIL BORING 09.6 6 096 ----------------__ w�•"' v°=--- �� _ --------------___ _--------- ° °� e w w DENOTES T — . TO BEREE SAVED aw.o 06. as o�w o 096 - - _ _ _ _ s+oo _ _ _ _ •w .w / DENOTES LTREE TO 'Y t • \ •v"°�__ mnn soo_o° ooh o ooa-o°�s°o° o oovup _ _ S[S, - �z -r __ - oo �����__- _ • —. 00 00000 y e� BE REMOVED \� ___________ 00 00 • \ - -moss -a°n°a`bbYe°a6e$d9�'o°° o°°., • —_____ a°�° NOTLI REFER TO O N� • \o'�o°'d--S'£b6______ �QOo°o°000\ I 1 �/I� nl� _-. IDENTIFICATION EAND INVENTORY REPORT FOR � REMOVAL/REPALCEMENT INFORMATION. �� 8ss6 ••9ss moo \\ \ S -H hodo CO 9 ss / S+sS'/�I ,\ •N•' \ �`%;°S\° \\ I I qod 111 ........\. I �' SRo 2a y -- CN ei to 4 ,o / / Oa y �' On o8 �''l' s o. z II O = m Lo S o f s s o • O a�y�m / / �o %� �,v ,,.. .'./.'.'.. `.,.... •: • p�COI �ro� Z Y / �oO°°q. 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I ro �X ��� 07 �\� `g��°" os s • \ 000000° I .t 2 t'.'.'.'.'. o J +s� > • ss o 000000000d . `�, ., ' i*�\ II 3 = m 4'.','.'.'�'� —�- .1 o, os, \sem ..s ° �• s. °o0°0°°888° I :':': •.•.i.aZ I l:'..:':' �\ O 'Coj r +o s. O\+s os N s 0 I tai cn l .... $ °� 5y o V' z sa n \ 009 :'1'•\:'. ,�'�t Z } O 9S0 .•, O O 0 25 50 100 00 L( -)O \' o .0'9 / °S+sO� ^00 ss ':'�:'.. •+ w /..:..:..•:' o \\ \ ;.r) o r gos PN FEET) o+s 9 1S9a `N �'' ♦;+�• N ��� o� % of s BENCHMARKS S . i•T �r�1•] �.'.'.'. �OS..J °,q S r_ ,n 1. Minnesota Department of Transportation Ln �` ASs 4i I IgS6 , O� * ' i1p �'`o �• • ' o`O, o --� ! / \ �S \ 6, `Oa ' Geodetic GSID Station No. 93813 (MnDot Name Gol �\ . .x "5'.'.'• \ 6 / L(7 — o `os y o l ° °s/On n�/ sss .. _ .• •i1�,•,♦�+5.. s./N o ,no r \ \ s �' N O +SS''i.;•. ELEVATION - 974.53 FT. \O f. _Y I °Sg O8 \ J O S ''S•SS •• 5S 5', •,: �': i ��• a' \/� J �� ��, \\ \ O� V 2. Minnesota Department of Transportation 5.ts O. s 6 S8 S6 O • �` / \ CQ \. \ Geodetic GSID Station No. 93803 (MnDot O S 9y VI�/ sy ,J... 5.6 /\ N .�'♦♦♦•� • / _ . J� O N \\ \\ / o Name 8605 S) 0`6sSJ� s •�. se s ,� �s�- �/� �� p� 9gj��°J ,o j \\ \\ ELEVATION - 966.55 FT. 3890 Pheasant Ridge Drive NE, Revisions: 7. 5/6/22 Rev. lots far BIk 3, 4 & 5 D E N A LI I N V E ST M E NTS TG (� Carlson viron SUite 100 1 hereby certify that this plan, specification Print Name: Brian ]. Krysto Drawn KRO 9/13/19 Per City Commen s 16 mental Blaine, MN 55449 or report was prepared by me or under my 2. 1/9/20 Per City comments HAVEN RIDGE • engineering phone: (763)489-7900 directsupervisionandthatIamaduly Signature: 2 Design¢tl: eJK 3J/22/20PerIlII nurients 1313 Hillwind Road TREE PRESERVATION PLAN of r,ay,ng Fax: (763)489-7959 Licensed Professional Engineer under 4.9/10/20P¢r8tyComments Monticello, Minnesota McCain so the laws of the State of Minnesota Date: 4/5/19 License #: 25063 Date: 4/5/19 5.3/08/21 Per 2nd add. & Ph. 2 grading Fridley, MN 55432 T8 ww.caHsonmCCain.GOm 6. 5/25/21 Per 2nd add. city Comments Tree Ta Tree a U115" (in.) Stems Condition Save Remove S' nificant TreeTag I TreeType DBH (in.) Stems Condition Save Remove Significant m•�®oma©�� m■�oo��a� m■®mom©�� m■®mo��a� m■�©oma©�� mmoo��a� mmoo��a� mmmo��a� m■®mom©�� m■®mo��a� omoo��a� omoo��a� m■�oo��a� omoo��a� mmmo��a� ommo��a� m■®mo��a� m■®oo��a� m■moo��a� m■moo��a� mmoo��a� mmoo��a� m■®mom©�� m•®oo��a� mmmo��a� m■®mom©�� mmmo��a� m■®oo��a� m•®mom©�� mmmo��a� m■®mom©�� mmmo��a� mmmo��a� m■�mo��a� m■�mo��aa m■�mo��aa m■®mom©�� m■®mom©�� m■�mo��a� m•�mo��a� m■�mo��a� o�m©�©tea m•�mo��a� "llson —1—ni •St 100 'Bl'aine, MIN 55449 Phone: (763) 489-7900 or report was prepared by me or und d e -Per -- - o 1 9/13/19 Per City Comments ty Comments DENALIINVESTMENTS HAVEN•...TREE Monticello, Minnesota PRESERVATION PLAN m�moa� m•�®oma©�� m■®mom©�� m■®mo��a� m■�©oma©�� mmoo��a� mmoo��a� mmmo��a� m■®mom©�� m■®mo��a� omoo��a� omoo��a� m■�oo��a� omoo��a� mmmo��a� ommo��a� m■®mo��a� m■®oo��a� m■moo��a� m■moo��a� mmoo��a� mmoo��a� m■®mom©�� m•®oo��a� mmmo��a� m■®mom©�� mmmo��a� m■®oo��a� mmmo��a� mmmo��a� mmmo��a� m■�mo��a� m■�mo��aa m■�mo��aa m■®mom©�� m■®mom©�� m■�mo��a� m•�mo��a� m■�mo��a� o�m©�©tea m•�mo��a� m■®mo��a� mmmo��a� m■®oo��a� m■®mom©�� m■moo�©�� m■®mom•©�� m■®mom©�� m■�oo��a� m•�mo��a� m■�oo��a� m■�mo��a� m�mo��aa m�oom•©�� m�oom•©�� m�moa� m•�®oma©�� m■�©oma©�� mmoo��a� mmoo��a� mmmo��a� m■®mo��a� omoo��a� omoo��a� m■�oo��a� omoo��a� mmmo��a� ommo��a� m■®mo��a� m■®oo��a� m■moo��a� m■moo��a� mmoo��a� mmoo��a� m■®oo��a� m•®oo��a� mmmo��a� m■®mom©�� mmmo��a� m■®oo��a� mmmo��a� mmmo��a� mmmo��a� m■�mo��a� m■�mo��aa m■�mo��aa m■®mom©�� m■®mom©�� m■�mo��a� m•�mo��a� m■�mo��a� m•�mo��a� m■®mo��a� mmmo��a� m■®oo��a� m■moo�©�� m■®mom©�� m■�oo��a� m•�mo��a� m■�oo��a� m■�mo��a� m�mo��aa m�moa� m•�®oma©�� m■�©oma©�� mmoo��a� mmoo��a� mmmo��a� omoo��a� omoo��a� omoo��a� omoo��a� mmmo��a� ommo��a� m■moo��a� m■moo��a� mmoo��a� mmoo��a� mmmo��a� mmmo��a� mmmo��a� mmmo��a� mmmo��a� m■�mo��a� m■�mo��aa m■�mo��aa m�mo��aa m■�mo��a� mmmo��a� m■®mo��a� mmmo��a� m■®oo��a� m■moo�©�� m■®mom©�� son[ ..age .nve wc, Revisions: ]. 5/6/22 Rev. lots for 111 1, 111 D E N A LI INVESTMENTS Tp (� Carlson onm Blaine,Suite MI 1 hereby was y that this plan, specification Print Name: Brian ]. Krysto Drawn KRO 9/13/19 Per City Commen s I (J ental Blai, MN 55449 or report was prepared by me or under my 2. 1/9/20 Per City Comments HAVEN RIDGE I Sugineerin9 I phone:'(763)489^7900 I Lirec[supervisionandthatlamaduly Signature: � 2 I -,signal. 8JK I3J/22/20PerCltyCommens I 1313 Hillwind Road I I TREE PRESERVATION PLAN of I McCain I' rveying Fax: 763 489-7959 censedprofessionalEngineerunder 4.9/10/20 PerCltyComments Monticello, Minnesota (A) the laws of the State of Minnesota Date: 4/5/19 License #: 25063 Date: 4/5/19 5. 3/08/21 Per 2ntl atltl. & Ph. 2 grading Fridley, MN 55432 / T8 m■®mom©�� m■®mom©�� m■®mom©�� m■�mo��a� m■�mo��a� m■®mom©�� m■�oo��a� m■®mom©�� m■®mo��a� m■�mo��a� m■�mo��aa m■�mo��a� m■�mo��a� m•�oo��a� m■�mo��a� m■®oo��a� m■®mo��a� m•®mo��a� m■®oo��a� m■�©oma©�� m■®oo��a� m■®mo��a� m■®mom©�� m■�mo��a� m■®mo��a� m�mo��aa m■®mo��a� m■®mo��a� m■®mo��a� m■®mo��a� m■�mo��a� m■®mom©�� m■®mom©�� m■�mo��a� m■®mo��a� son[ ..age .nve wc, Revisions: ]. 5/6/22 Rev. lots for 111 1, 111 D E N A LI INVESTMENTS Tp (� Carlson onm Blaine,Suite MI 1 hereby was y that this plan, specification Print Name: Brian ]. Krysto Drawn KRO 9/13/19 Per City Commen s I (J ental Blai, MN 55449 or report was prepared by me or under my 2. 1/9/20 Per City Comments HAVEN RIDGE I Sugineerin9 I phone:'(763)489^7900 I Lirec[supervisionandthatlamaduly Signature: � 2 I -,signal. 8JK I3J/22/20PerCltyCommens I 1313 Hillwind Road I I TREE PRESERVATION PLAN of I McCain I' rveying Fax: 763 489-7959 censedprofessionalEngineerunder 4.9/10/20 PerCltyComments Monticello, Minnesota (A) the laws of the State of Minnesota Date: 4/5/19 License #: 25063 Date: 4/5/19 5. 3/08/21 Per 2ntl atltl. & Ph. 2 grading Fridley, MN 55432 / T8 m■®mom©�� m■®mom©�� m■®mom©�� m■®mom©�� m■®mom©�� m■�mo��a� m■®mo��a� m■®oo��a� m■�©oma©�� m■®mo��a� m■®©oma©�� son[ ..age .nve wc, Revisions: ]. 5/6/22 Rev. lots for 111 1, 111 D E N A LI INVESTMENTS Tp (� Carlson onm Blaine,Suite MI 1 hereby was y that this plan, specification Print Name: Brian ]. Krysto Drawn KRO 9/13/19 Per City Commen s I (J ental Blai, MN 55449 or report was prepared by me or under my 2. 1/9/20 Per City Comments HAVEN RIDGE I Sugineerin9 I phone:'(763)489^7900 I Lirec[supervisionandthatlamaduly Signature: � 2 I -,signal. 8JK I3J/22/20PerCltyCommens I 1313 Hillwind Road I I TREE PRESERVATION PLAN of I McCain I' rveying Fax: 763 489-7959 censedprofessionalEngineerunder 4.9/10/20 PerCltyComments Monticello, Minnesota (A) the laws of the State of Minnesota Date: 4/5/19 License #: 25063 Date: 4/5/19 5. 3/08/21 Per 2ntl atltl. & Ph. 2 grading Fridley, MN 55432 / T8 VICINITY MAP NOT TO SCALE SHEET INDEX L1 LANDSCAPE COVER SHEET L2-1_8 PRELIMINARY LANDSCAPE PLAN �IOII WINS>_ 1 I 4'III 11 111 .I=_: IIII IISI,I .. EA 111® gg I ills _, SYM. TYPE SEED MIX VIII IIII \\��-/� Ilti ��.ii IIII u c nIil i�rilllll .: N, I lul 376 TREES WETLAND/POND FRINGE MnDOT SEED MIX 34271 • MULTIFAMILY HOUSES COMMERCIALTURF - SOD � If�ll'-�4 � " � �-o 146 TREES LOW MAINTENANCE TURF- MN SEED MIX 25-131 (OLD MNDOTzeo1& TOTAL TREES PROVIDED 1 OVERALL LANDSCAPE PLANO L1 CONSTRUCTION BEE SEEDED / SDDEED IOTH OTHERNTENDED WISE FOR SLOPES OVER R 3CONTROL BLANKET 3890 Pheasant Ridge BY. (� Carlson yirDn mental •r • engineering I Phone: (763) 489-7900 McCain II I a' 61AMM.N. VA, S0' PROTECTED TO THE DRIP LINE FROM ALL CONSTRUCTION THIS MIXTURE THROUGHOUT THE ENTIRE BED BY ROTOTILLING W var. ❑ A 20. ALL PLANTS SHALL BE GUARANTEED FOR TWO COMPLETE GROWING SEASON (APRIL 1 - NOVEMBER 1), UNLESS 7. ALL PLANT MATERIAL QUANTITIES, SHAPES BEDS AND OTHERWISE SPECIFIED. THE GUARANTEE SHALL COVER THE LOCATIONS SHOWN ARE APPROXIMATE. CONTRACTOR SHALL a�IIrI,'m'1-�y�Ii�■�1,,G1r.t_ •-..r•r_! -�4% , .>_<' :i- ImohI _I j fI�IrF�•JlerIl.� I'r-_ 1-��__Y�' „ .. l01�3l n... - mar_ � I_��S.?-0��r'•=I�-0•^�rri-�0-+ �^IRIJel,�j��a Ir1t1f r0� 'r)1�d rS1 r�b�ra1 ©� EI�7�IIi I`- will! I �� PLANT MATERIALS PRIOR TO INSTALLATION. 8. ALL PLANTING AREAS MUST BE COMPLETELY MULCHED AS ]' s'i7°°%3++ �7iJ�11 ��-2XI_�1 1 �.�SIL LINDEN � 1.LCe3��I=•� BB �_�'.'.V�1IJ;o �� ' " �_/' � r,9 11 , ��t`�� .�--!// N� - ,,r�3.,p�•,�1I /I - EVERGREEN POTTED PLANTS 4/1 - 6/1; 9/21-11/1 � 1, �}/o I 9 lI '��-i��.,.-71r .,-;:;I �::���I�eol�g,I�elslGa�lfa»iliti ISS R - • � �. � Il�®j1J�lal 1 �1 HI I l��l lfi/ 'II "�� -,/'■'frl�� I I r11�1_ \�C�+, �� �' 1�*�a 11�.�.:. I/-G��II R��1 o ��.4' 1 �� IL's NATIVE MIX SEEDING: 4 20 1 - 7 20' 9 20-10 / / / / 10. PLACE LANDSCAPE FILTER FABRIC UNDER ALL MULCHED Real?!, rA a7 r s - ISI �w �I.�Ilc - v y�■Jlr �rzE7� l.�,r.� ,Ec7 ��l� ../'�I yg. �;•`� �I.. - _�.�� ��0��,' •,3i`4r`d;, � �.. %�.�!° l T�db r � VIII I I I THE PLANTS IS COMPLETE, INSPECTION HAS BEEN MADE, AND I 1 rl on I111 � IIiiI 1111 TURF. EDGING SHALL POLY. 12. THE PLAN TAKES PRECEDENCE OVER THE LANDSCAPE LEGEND 1 � y/ r. 11-1. � h / / k � � k <'.� •a r x ti rr � I -1 � r4 II �1 � � 4 I J - � J o fy PRECEDENCE OVER THE PLANTING NOTES AND GENERAL i L I11FJI e i L`IL _ „ 2.5" a A� _..,r^ -t, r / r r- 1lap �'+''. a��-,m. .�te,,"'fF'I.I. •�_._SI __�_ �.p_ �•. �R ,. i.. .il■.eM.iLE_ •e F - R I 1 +�-•:�- e --JJ �?:'•. ,.. � �, "� a ►lam a L�_ IIIy i�■F `F I� ^ Com... .aF_T.IIrII IN u N II � / mss- A �c / •ate.• , s y• inJ>� Lii�:I ri..,w, y,�•I�. •Aim \ Gir,�r.%€iiLS'12e1 �• `��i _ VEHICLE ACCESS TO BE MAINTAINED THROUGHOUT 50' CONSTRUCTION PERIOD. ALL WASTES SHALL BE PROMPTLY REMOVED FROM THE SITE. ANY PLANT STOCK NOT PLANTED 25. WATERING: MAINTAIN A WATERING SCHEDULE WHICH WILL THOROUGHLY WATER ALL PLANTS ONCE A WEEK. IN ON DAY OF DELIVERY SHALL BE HEELED IN AND WATERED EXTREMELY HOT DRY WEATHER WATER MORE OFTEN AS UNTIL INSTALLATION. PLANTS NOT MAINTAINED IN THIS MANNER WILL REJECTED. ANY DAMAGE TO EXISTING REQUIRED BV INDICATIONS OF HEAT STRESS SUCH AS WILTING LEAVES. CHECK MOISTURE UNDER MULCH PRIOR TO iE IL PRIME _ I d. -11 1� THE NECESSS ARY ARRANGEMENTS FOR WATER. I RM {/' J NORTHHWOODS 2.5" BB 94 14' 50' AREA) OR800-252-1166 (GREATER MINNESOTA) 48 HOURS ARE TO RECEIVE ENGINEERED SOIL, SEED, MULCH, AND WATER "...,' UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. MAPLE 1 I 4'III 11 111 .I=_: IIII IISI,I .. EA 111® gg I ills _, SCALE 1" = 250' \■ :% PLAN S' 2 -PLY NYLON STRAPS DOUBLE STRAND 12 GAUGE WIRE PAINTED FLUORESCENT ORANGE WHITE FLAGGING (TYP.) TREE WRAP 4 INCHES HARDWOOD MULCH 4 INCH DEEP SAUCER S' STEEL TEE POST- S REQUIRED AT 12e BACKFILL MIX UNDISTURBED SUBSOIL REMOVE BURLAP S ROPE FROM TOP 1/3 OF THE BALL NOTE: SEE PLANTING NOTES FOR THE TYPE OF MULCH MATERIAL TO USE. DECIDUOUS TREE PLANTING DETAIL t1 m To uwu 1 hereby certify that this plan, specification Print Name: Ryan J. Burger, RLA Drawn: JAK Revisions: 7. 5/6/22 Rev. lots for Blk 3,4 & 5 or report was prepared by me or under my 1. 9/13/19 Per City Comments tlirect Supervision d that I am d dol Si tore: Desi d: RJR 2. 1/9/20 Per City Comments pervision an y 9na 9ne 3. 7/22/20 Per City Comments Licensed Landscape Architect under 4. 9/10/20 Per Clty Comments the laws of the State of Minnesota Date: 9/13/19 License #: 56346 Date: 9/13/19 5. 3/08/21 Per 2nd add. & Ph. 2 grading 6. 5/25/21 Per 2nd add. City Comments FINAL - GRADE SEED MIX LEGEND (FORALLSHEETS) SYM. TYPE SEED MIX • SINGLE FAMILY HOUSES INFILTRATION BASIN SEED MIX MnDOT SEED MIX 33-262 376 TREES WETLAND/POND FRINGE MnDOT SEED MIX 34271 • MULTIFAMILY HOUSES COMMERCIALTURF - SOD HIGHLAND SOD 146 TREES LOW MAINTENANCE TURF- MN SEED MIX 25-131 (OLD MNDOTzeo1& TOTAL TREES PROVIDED 1 OVERALL LANDSCAPE PLANO L1 CONSTRUCTION BEE SEEDED / SDDEED IOTH OTHERNTENDED WISE FOR SLOPES OVER R 3CONTROL BLANKET 3890 Pheasant Ridge BY. (� Carlson yirDn mental Suite 1°° Blaine, MN 55449 • engineering I Phone: (763) 489-7900 McCain 'surveying Fax: (763) 489-7959 w. cadsonmccain.com SCALE 1" = 250' \■ :% PLAN S' 2 -PLY NYLON STRAPS DOUBLE STRAND 12 GAUGE WIRE PAINTED FLUORESCENT ORANGE WHITE FLAGGING (TYP.) TREE WRAP 4 INCHES HARDWOOD MULCH 4 INCH DEEP SAUCER S' STEEL TEE POST- S REQUIRED AT 12e BACKFILL MIX UNDISTURBED SUBSOIL REMOVE BURLAP S ROPE FROM TOP 1/3 OF THE BALL NOTE: SEE PLANTING NOTES FOR THE TYPE OF MULCH MATERIAL TO USE. DECIDUOUS TREE PLANTING DETAIL t1 m To uwu 1 hereby certify that this plan, specification Print Name: Ryan J. Burger, RLA Drawn: JAK Revisions: 7. 5/6/22 Rev. lots for Blk 3,4 & 5 or report was prepared by me or under my 1. 9/13/19 Per City Comments tlirect Supervision d that I am d dol Si tore: Desi d: RJR 2. 1/9/20 Per City Comments pervision an y 9na 9ne 3. 7/22/20 Per City Comments Licensed Landscape Architect under 4. 9/10/20 Per Clty Comments the laws of the State of Minnesota Date: 9/13/19 License #: 56346 Date: 9/13/19 5. 3/08/21 Per 2nd add. & Ph. 2 grading 6. 5/25/21 Per 2nd add. City Comments FINAL - GRADE SEED MIX LEGEND (FORALLSHEETS) SYM. TYPE SEED MIX • SINGLE FAMILY HOUSES INFILTRATION BASIN SEED MIX MnDOT SEED MIX 33-262 376 TREES WETLAND/POND FRINGE MnDOT SEED MIX 34271 • MULTIFAMILY HOUSES COMMERCIALTURF - SOD HIGHLAND SOD 146 TREES LOW MAINTENANCE TURF- MN SEED MIX 25-131 (OLD MNDOTzeo1& TOTAL TREES PROVIDED ALLAREAS DISTURBED BY SWAMP WHITE OAK 2.5" CONSTRUCTION BEE SEEDED / SDDEED IOTH OTHERNTENDED WISE FOR SLOPES OVER R 3CONTROL BLANKET is, UPLAND NATIVE SEED MIX MN SEED MIX35-221 HL OF THE AMERICAN ASSOCIATION OF NURSERYMEN, INC. AND (USE EROSION CONTROL BLANKET SHADEMASTER HONEYLOCUST 2.5" FOR SLOPES OVER 3:1) -CITY of MONTICELLO LANDSCAPE CODE • In new subdivisions, on lots with frontage on a single right-of-way, it is required that two (2) trees be planted per platted lot if no trees are in existence. For lots with frontage on more than one right-of-way, it is required that four (4) trees be planted per platted lot if no trees are in existence. Two (2) trees must be planted in the boulevard adjoining each yard having street frontage. In subdivision plantings, not less than two (2) or more than three (3) species of trees shall be planted in any block, and neither less than twenty percent (20%) nor more than fifty percent (50%) of the total trees planted in a block may be of the same species. • Required trees shall be planted in the boulevard at a location ranging from 4 ft. to SO ft from the curb. Precise location within this range to be determined by the City. •• Trees in the yard shall be installed by the builder/homeowner. TREE CALCULATION KEY BOTANICALNAME COMMON NAMEI SIZE ROOT I-. • TREE PRESERVATION = 57 TREES • SINGLE FAMILY HOUSES NOTIFY THE LANDSCAPE ARCHITECT OF ANY CONFLICTS TO •• 188 HOUSES X 2 TREES PER HOUSE = 376 TREES •• 77 CORNER/ REAR FRONTAGE LOTS= 308 TREES • MULTIFAMILY HOUSES DECIDUOUS PLANTS MOVEDVED ININ LEAF AND FOR EVERGREENS •• 73 UNITS X 2 TREES PER HOUSE = 146 TREES TOTAL TREES REQUIRED 887 TREES TOTAL TREES PROVIDED 905 TREES 7 IN, i0 PAVED SURFACE 4" DEEP HARD WOOD MULCH VDEWALK/CURB VIII/ I r l I... I.I D SI UN URGED SOIL SHRUB & CONTAINER PLANTING DETAIL I. SCARIFY BOTTOM AND SIDES GF MOLE PRIOR TO PLANTING 1. TRIM -1 DEAD WOOD AND WEAK AND/OR DEFORMED TWIGS. DO NOT OUT A LEADER. DO 3. SET PLANT ON UNDISTURBED NATIVE SOIL OR THOROUGHLY COMPACTED BACKRLL SOIL INSTALL PLANT So THE ROOT FLARE IS AT OR UP TO 2" ABOVE THE PLASHED GRADE A. PLACE PLANT IN PLANING HOLE WITH BURLAP AND WIRE BASKET, (IF USED), INTACT. BACKRLL WITHIN APPROXIMATELY 12" OF THE TOP OF FOOTBALL, WATER PLANT. REMOVE TOP US OF THE BASKET OR THE TOP TWO HORIZONTAL RINGS, WHICHEVER 16 GREAT REMOVE ALL BURLAP AND NAILS FROM TOP 1/3 OF THE BALL REMOVE ALL TWINE 5. PLUMB AND M -FU_ WIT. BACKFILL Sol- 6. OL6. WATER TO SETTLE PLANTS AND NU.- -Da. . -VOIDS. 1. WATER WITHIN TWO HOIIRIS OF -TALLATION. WATERING MUST BE SUFFICIENT TO THOROUGHLY SATURATE ROOT BALL AND PLANTING HOLE. - 6. PLACE MULCH WITHIN 46 HOURS OF THE 5ECOND WATERING UNLESS SOL MOISTURE Is EXCESSIVE. �CONIEEROUS TREE PLANTING DETAIL L m To Scor DENALIINVESTMENTS 1313 Hillwind Road Fridley, MN 55432 MIN. 6" (TYP.) BACKFILL WITH PLANTING MIX 6" AT THE VOE5 AND ALL SPACE BETWEEN THE PLANTS TO FULL DEPTH. NOTE GUY ASSEMBLY OPTIONAL BUT CONTRACTOR ASSUMES FULL RESPONSIBIUTY FOR MAINTAINING TREE IN A PLUMB POSITION FOR THE DURATION OF THE GUARANTEE PERIOD GUY ASSEMBLY- I6" POLYPROPYLENE OR POLYEtHYLENE (40 MU 1-1/2" WIDE STRAP (TIP) DOUBLESTRAND 10 GA. URE 2-1" ROLLED STEEL POSTS (MHDOT 3401) P 160.0 C. (SEE STAKING DIAGRAM) ORDINATE STAKING TO INSURE 2G 1 z UNFORMNTATON OF ORIEIGUY 12 NES AND STAKES STAKING DIAGRAM GUY URE WITH WEBBING FLAGGING- ONE PER JURE SHREDDED BARK MULCH E -EXISTING GRADE ��"IHTIURI I/2 WIDTH GF RGOT BALL PLANTING SOIL MI -URE (SEE SPEC.) UNDISTURBED OR STABIUZED SUBSOIL LANDSCAPE LEGEND (AII Sheets) KEY BOTANICALNAME COMMON NAMEI SIZE ROOT I-. DECIDUOUS TREES HEIGHT HEIGHT OF PESTS AND DISEASE AND BE CONTAINER GROWN OR NOTIFY THE LANDSCAPE ARCHITECT OF ANY CONFLICTS TO BALLED AND BURLAPPED AS INDICATED IN THE LANDSCAPE FACILITATE PLANT RELOCATION. LEGEND. 18, USE ANTI-DESICCANTUOR APPROVED EQUAL ON 2. ALL TREES MUST BE STRAIGHT TRUNKED AND FULL HEADED DECIDUOUS PLANTS MOVEDVED ININ LEAF AND FOR EVERGREENS AND MEET ALL REQUIREMENTS SPECIFIED. MOVED ANYTIME. APPLY AS PER MANUFACTURER'S 3. THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT WO //yy----•�s�\ J 1 '�/�(��,'-(�/j� Quercus bicolor SWAMP WHITE OAK 2.5" BB 77 is, S0' 5. ALL PLANTING STOCK SHALL CONFORM THE "AMERICAN STANDARD FOR NURSERY STOCK," ANSI -Z60, LATEST EDITION, HL OF THE AMERICAN ASSOCIATION OF NURSERYMEN, INC. AND tria...Elos inermis'Shademaster' SHADEMASTER HONEYLOCUST 2.5" BB 97 10' S0' PROTECTED TO THE DRIP LINE FROM ALL CONSTRUCTION THIS MIXTURE THROUGHOUT THE ENTIRE BED BY ROTOTILLING W var. PLASTIC SAFETY FENCING ADEQUATELY SUPPORTEDED BY STEEL A 20. ALL PLANTS SHALL BE GUARANTEED FOR TWO COMPLETE FENCE POSTS 6' O.C. MAXIMUM SPACING. GROWING SEASON (APRIL 1 - NOVEMBER 1), UNLESS 7. ALL PLANT MATERIAL QUANTITIES, SHAPES BEDS AND OTHERWISE SPECIFIED. THE GUARANTEE SHALL COVER THE LOCATIONS SHOWN ARE APPROXIMATE. CONTRACTOR SHALL BL BE RESPONSIBLE FOR COMPLETE COVERAGE OF ALL PLANTING 21, CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AT BOULEVARD LEAST 3 DAYS PRIOR TO PLANNED DELIVERY. THE THE EXACT CONDITIONS OF THE SITE. THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AT ARCHITECT SHALL APPROVE THE STAKING LOCATION OF ALL LEAST 24 HOURS IN ADVANCE OF BEGINNING PLANT PLANT MATERIALS PRIOR TO INSTALLATION. 8. ALL PLANTING AREAS MUST BE COMPLETELY MULCHED AS INSTALLATION. 22. SEASONS/TIME OF PLANTING AND SEEDING: NOTE: THE SPECIFIED. Tla amercana'Boulevard' LINDEN 2.5" BB 87 15' 60' - EVERGREEN POTTED PLANTS 4/1 - 6/1; 9/21-11/1 DELIVER MULCH ON DAY OF INSTALLATION. USE 4" FOR EVERGREEN B&B: 4/1 - 5/1; 9/21 - 11/1 TURF/LAWN SHRUB BEDS, AND 3" FOR PERENNIAL/GROUND COVER BEDS, aEEQIUr.. 4/1 - 6/1; 7/20 9/20 UNLESS OTHERWISE DIRECTED. NATIVE MIX SEEDING: 4 20 1 - 7 20' 9 20-10 / / / / 10. PLACE LANDSCAPE FILTER FABRIC UNDER ALL MULCHED 23. MAINTENANCE SHALL BEGIN IMMEDIATELY AFTER EACH 0 PORTION THE WORK IS IN PLACE. PLANT MATERIAL SHALL FAB NEEDLE PUNCHED POLYPROPYLENE FABRIC MANUFACTUREDD BY BE PROTECTED AND MAINTAINED UNTIL THE INSTALLATION DEWITT. USE PRO 5 "WEED BARRIER" APPROVED EQUAL. THE PLANTS IS COMPLETE, INSPECTION HAS BEEN MADE, AND 11. PLACE EDGING BETWEEN ALL PLANTING/R/R OCK BEDS AND PLANTINGS ARE ACCEPTED EXCLUSIVE THE GUARANTEE. TURF. EDGING SHALL POLY. 12. THE PLAN TAKES PRECEDENCE OVER THE LANDSCAPE LEGEND MAINTENANCE SHALL INCLUDE WATERING, CULTIVATING MULCHING REMOVAL OF DEAD MATERIALS RE -SETTING IF DISCREPANCIES EXIST. THE SPECIFICATIONS TAKE HB PRECEDENCE OVER THE PLANTING NOTES AND GENERAL Celtis occidentalis HACKBERRY 2.5" BB 154 15' 50' a SM , Acer saccharum SUGAR MAPLE 2.5" BB 9314' VEHICLE ACCESS TO BE MAINTAINED THROUGHOUT 50' CONSTRUCTION PERIOD. ALL WASTES SHALL BE PROMPTLY REMOVED FROM THE SITE. ANY PLANT STOCK NOT PLANTED 25. WATERING: MAINTAIN A WATERING SCHEDULE WHICH WILL THOROUGHLY WATER ALL PLANTS ONCE A WEEK. IN ON DAY OF DELIVERY SHALL BE HEELED IN AND WATERED EXTREMELY HOT DRY WEATHER WATER MORE OFTEN AS UNTIL INSTALLATION. PLANTS NOT MAINTAINED IN THIS MANNER WILL REJECTED. ANY DAMAGE TO EXISTING REQUIRED BV INDICATIONS OF HEAT STRESS SUCH AS WILTING LEAVES. CHECK MOISTURE UNDER MULCH PRIOR TO FACILITIES SHALL BE REPAVED AT THE CONTRACTOR'S WATERING DETERMINE NEED. CONTRACTOR SHALL MAKE EXPENSE. THE NECESSS ARY ARRANGEMENTS FOR WATER. 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING RM {/' Acer rubrum'Nothwoods' NORTHHWOODS 2.5" BB 94 14' 50' AREA) OR800-252-1166 (GREATER MINNESOTA) 48 HOURS ARE TO RECEIVE ENGINEERED SOIL, SEED, MULCH, AND WATER "...,' UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. MAPLE CE ^,sll� Ulmus x' Cathedral' CATHEDRAL ELM 2.5" BB 8314. S0' � ORNAMENTALTREES SPLASH gg Betula nigra Shilo Splash RIVER BIRCHSHILOH 1.5" 8B 15 8' 25' J O SB Amelanch erx Brand flora AUTUMN BRILLIANCE 1.5" BE 22 8' 20 Autumn Brilliance SERVICEBERRV u WO SS ( 's i>ea€4Pp Malus z'Spring Snow' SPRING SNOW 1.5" 8B 70 8' 25' CRABAPPLE � TL 0 Syrnga Reticulata JAPANESE 1.5" BB 54 8' 20' Go TREE LILAC EVERGREEN TREES BH Picea gIauCa var. Densata BLACK HILLS SPRUCE 6' BB 29 6' 40' CANADIAN o CH Tsuga canadens s HEMLOCK 6' BB 18 6' 40' 50 LL RC lumperi-Vi.inima E ST R N RED 6' BB 6 6' 30'EDA nw� BF 9 AbieS BalSamea BALSAM FIR 6' BB 6 6' 40' w^ QUANTITIES SHOWN IN THE PLANTING SCHEDULE ARE FOR THE CONTRACTOR'S CONVENIENCE. CONTRACTOR TO VERIFY QUANTITIES SHOWN ON THE PLAN. PLANTING NOTES 1. ALL PLANTS MUST BE HEALTHY, VIGOROUS MATERIAL, FREE THE PROTECTION AND REPAIR OF ANY DAMAGES TO SAME. OF PESTS AND DISEASE AND BE CONTAINER GROWN OR NOTIFY THE LANDSCAPE ARCHITECT OF ANY CONFLICTS TO BALLED AND BURLAPPED AS INDICATED IN THE LANDSCAPE FACILITATE PLANT RELOCATION. LEGEND. 18, USE ANTI-DESICCANTUOR APPROVED EQUAL ON 2. ALL TREES MUST BE STRAIGHT TRUNKED AND FULL HEADED DECIDUOUS PLANTS MOVEDVED ININ LEAF AND FOR EVERGREENS AND MEET ALL REQUIREMENTS SPECIFIED. MOVED ANYTIME. APPLY AS PER MANUFACTURER'S 3. THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT INSTRUCTION. ALL EVERGREENS SHALL BESPRAYED IN THE ANY PLANTS WHICH ARE DEEMED UNSATISFACTORY BEFORE, DURING, OR AFTER INSTALLATION. LATE FALL FOR WINTER PROTECTION DURING WARRANTY PERIOD. 4. NO SUBSTITUTIONS OF PLANT MATERIAL SHALL BE ACCEPTED 19, PLANTING SOIL FOR TREES SHRUBS AND GROUND COVERS: UNLESS APPROVED IN WRITING BY THE LANDSCAPE FERTILE FRIABLE LOAM CONTAINING A LIBERAL AMOUNT OF ARCHITECT. HUMUS AND CAPABLE OF SUSTAINING VIGOROUS PLANT 5. ALL PLANTING STOCK SHALL CONFORM THE "AMERICAN STANDARD FOR NURSERY STOCK," ANSI -Z60, LATEST EDITION, GROWTH. IT SHALL COMPLY WITH DOT SPECIFICATION 3877 TYPE B SELECT TOPSOIL. MIXTURE SHALL BE FREE OF THE AMERICAN ASSOCIATION OF NURSERYMEN, INC. AND FROM SUBSOIL, STONES, CHEMICALS, NOXIOUS SHALL CONSTITUTE MINIMUM QUALITY REQUIREMENTS FOR WEEDS,, ETC. ETC. SOIL MIXTURE SHALL HAVE A PH BETWEEN 6.1 PLANT MATERIALS. AND 7.5 AND 10-0-10 FERTILIZER THE RATE 3 6. EXISTING TREES AND SHRUBS TO REMAIN SHALL BE POUNDS PER CUBIC YARD. IN PLANTING BEDS INCORPORATE PROTECTED TO THE DRIP LINE FROM ALL CONSTRUCTION THIS MIXTURE THROUGHOUT THE ENTIRE BED BY ROTOTILLING TRAFFIC, STORAGE OF MATERIALS ETC. WITH 4' ORANGE INTO THE TOP 12" OF SOIL. PLASTIC SAFETY FENCING ADEQUATELY SUPPORTEDED BY STEEL A 20. ALL PLANTS SHALL BE GUARANTEED FOR TWO COMPLETE FENCE POSTS 6' O.C. MAXIMUM SPACING. GROWING SEASON (APRIL 1 - NOVEMBER 1), UNLESS 7. ALL PLANT MATERIAL QUANTITIES, SHAPES BEDS AND OTHERWISE SPECIFIED. THE GUARANTEE SHALL COVER THE LOCATIONS SHOWN ARE APPROXIMATE. CONTRACTOR SHALL FULL COST OF REPLACEMENT INCLUDING LABOR AND PLANTS. BE RESPONSIBLE FOR COMPLETE COVERAGE OF ALL PLANTING 21, CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AT BEDS SPACING SHOWN AND ADJUSTED TO CONFORM TO LEAST 3 DAYS PRIOR TO PLANNED DELIVERY. THE THE EXACT CONDITIONS OF THE SITE. THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AT ARCHITECT SHALL APPROVE THE STAKING LOCATION OF ALL LEAST 24 HOURS IN ADVANCE OF BEGINNING PLANT PLANT MATERIALS PRIOR TO INSTALLATION. 8. ALL PLANTING AREAS MUST BE COMPLETELY MULCHED AS INSTALLATION. 22. SEASONS/TIME OF PLANTING AND SEEDING: NOTE: THE SPECIFIED. CONTRACTOR MAY ELECT TO PLANT IN OFF-SEASONS 9. MULCH: SHREDDED HARDWOOD MULCH, CLEAN AND FREE OF ENTIRELY AT HIS/HER RISK. DECIDUOUS POTTED NOXIOUS WEEDS OR OTHER DELETERIOUS MATERIAL, ALL PLANTS: 4/1 - 6/1; 9/21 - 11/1 MASS PLANTING BEDS AND FOR TREES UNLESS INDICATED AS ROCK ON DRAWINGS. SUBMIT SAMPLE TO DECIDUOUS /B&B: 4/1 - 6/1; 9/21 - 11/1 MULCH LANDSCAPE ARCHITECT PRIOR TO DELIVERY ON-SITE FOR APPROVAL EVERGREEN POTTED PLANTS 4/1 - 6/1; 9/21-11/1 DELIVER MULCH ON DAY OF INSTALLATION. USE 4" FOR EVERGREEN B&B: 4/1 - 5/1; 9/21 - 11/1 TURF/LAWN SHRUB BEDS, AND 3" FOR PERENNIAL/GROUND COVER BEDS, aEEQIUr.. 4/1 - 6/1; 7/20 9/20 UNLESS OTHERWISE DIRECTED. NATIVE MIX SEEDING: 4 20 1 - 7 20' 9 20-10 / / / / 10. PLACE LANDSCAPE FILTER FABRIC UNDER ALL MULCHED 23. MAINTENANCE SHALL BEGIN IMMEDIATELY AFTER EACH AREAS. FILTER FABRIC SHALL BEINTERWOVEN 5.1 PORTION THE WORK IS IN PLACE. PLANT MATERIAL SHALL FAB NEEDLE PUNCHED POLYPROPYLENE FABRIC MANUFACTUREDD BY BE PROTECTED AND MAINTAINED UNTIL THE INSTALLATION DEWITT. USE PRO 5 "WEED BARRIER" APPROVED EQUAL. THE PLANTS IS COMPLETE, INSPECTION HAS BEEN MADE, AND 11. PLACE EDGING BETWEEN ALL PLANTING/R/R OCK BEDS AND PLANTINGS ARE ACCEPTED EXCLUSIVE THE GUARANTEE. TURF. EDGING SHALL POLY. 12. THE PLAN TAKES PRECEDENCE OVER THE LANDSCAPE LEGEND MAINTENANCE SHALL INCLUDE WATERING, CULTIVATING MULCHING REMOVAL OF DEAD MATERIALS RE -SETTING IF DISCREPANCIES EXIST. THE SPECIFICATIONS TAKE PLANTS TO PROPER GRADE AND KEEPING PLANTS IN A PRECEDENCE OVER THE PLANTING NOTES AND GENERAL PLUMB POSITION. AFTER ACCEPTANCE THE OWNER SHALL NOTES. ASSUME MAINTENANCE RESPONSIBILITIES. HOWEVER THE 13. THE CONTRACTOR SHALL RESPONSIBLE FOR ALL MULCHES R FOR CONTRACTOSHALL CONTINUE TO BE RESPONSIBLE PLANTINGTIES TO COMPLETE AND PLANTING SOIL QUANTITIES E THE WORK KEEPING THE TREES PLUMB THROUGHOUT THE GUARANTEE SHOWN ON THE PLAN. VERIFY ALL QUANTITIES SHOWN ON PERIOD. THE LANDSCAPE LEGEND, 14. LONG-TERM STORAGE OF MATERIALS OR SUPPLIES ON-SITE 24. ANY PLANT MATERIAL WHICH DIES, TURNS BROWN, OR DEFOLIATES (PRIOR TO TOTAL ACCEPTANCE OF THE WORK) WILL NOT BE ALLOWED. SHALL BE PROMPTLY REMOVED FROM THE SITE AND 15. THE CONTRACTOR SHALL KEEP PAVEMENTS, PLANTERS AND BUILDINGS CLEAN AND UNSTAINED. ALL PEDESTRIAN AND REPLACED WITH MATERIAL OF THE SAME SPECIES, QUANTITY, AND SIZE AND MEETING ALL LANDSCAPE LEGEND VEHICLE ACCESS TO BE MAINTAINED THROUGHOUT SPECIFICATIONS. CONSTRUCTION PERIOD. ALL WASTES SHALL BE PROMPTLY REMOVED FROM THE SITE. ANY PLANT STOCK NOT PLANTED 25. WATERING: MAINTAIN A WATERING SCHEDULE WHICH WILL THOROUGHLY WATER ALL PLANTS ONCE A WEEK. IN ON DAY OF DELIVERY SHALL BE HEELED IN AND WATERED EXTREMELY HOT DRY WEATHER WATER MORE OFTEN AS UNTIL INSTALLATION. PLANTS NOT MAINTAINED IN THIS MANNER WILL REJECTED. ANY DAMAGE TO EXISTING REQUIRED BV INDICATIONS OF HEAT STRESS SUCH AS WILTING LEAVES. CHECK MOISTURE UNDER MULCH PRIOR TO FACILITIES SHALL BE REPAVED AT THE CONTRACTOR'S WATERING DETERMINE NEED. CONTRACTOR SHALL MAKE EXPENSE. THE NECESSS ARY ARRANGEMENTS FOR WATER. 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING 26. CONTRACTOR SHALL REQUEST IN WRITING, A FINAL WITH ALL APPLICABLE CODES, REGULATIONS, AND PERMITS ACCEPTANCE INSPECTION. GOVERNING THE WORK. 17. LOCATE AND VERIFY ALL UTILITIES, INCLUDING IRRIGATION 27. ALL DISTURBED AREAS TO BE TURF SEEDED, ARE TO RECEIVE 4" TOP SOIL, SEED, MULCH, AND WATER UNTIL A HEALTHY LINES. WITH THE OWNER FOR PROPRIETARY UTILITIES AND STAND OF GRASS IS OBTAINED. GOPHER STATE ONE CALL AT 454-0002 (TWIN CITIES METRO 2B. ALL DISTURBED AREAS TO RECEIVE NATIVE WETLAND SEEDED, AREA) OR800-252-1166 (GREATER MINNESOTA) 48 HOURS ARE TO RECEIVE ENGINEERED SOIL, SEED, MULCH, AND WATER BEFORE DIGGING. CONTRACTOR SHALL BE RESPONSIBLE FOR UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. HAVEN RIDGE Monticello, Minnesota LANDSCAPE L1 COVER SHEET /( \ \ — -ssa _ 85TH d oo _ STR �� o �RODo -__��. EET NE \\` \ o� _ _ . r/ �6 — , t \)ri'/1)P of -- / ��IYyn�— • • • ° \ u7 \ ss _ ° n \ /rr rr r 3 857H \ — ---- _ = a. _ S R E �v SEW-) I� i t i l l, �, 1 D — _ -- E T NE "cgs �EWQ�� �- � D ^�•�`�'— r , 0 50 100 150�% \� / .�t 'n�,'i�'))„�rriw ,''i �Yn" � - V -."� i"' 964 �'��� I -'-- ____ �•�_ SCALE 1" = 50' „ SEED MIX LEGEND (PORALLSHEETS) SYM. TYPE SEED MIX INFILTRATION BASIN SEED MIX MDDOT SEED MIX 33-262 WETLAND/POND FRINGE MDDOT SEED MIX 34-271 ..�, COMMERCIALTURF-SOD HIGHLAND SOD �l /f LOW MAINTENANCE TURF- MN SEED MIX 25-131 (OLD MNDorz60) //yy----���\ ✓ 1 '��—(/ ALL AREAS DISTURBED SWAMP WHITE OAK CONSTRUCTION NOT INTENDED TO BE SEEDED/ SODDED OTHERWISE (USE EROSION CONTROL BLANKET FOR SLOPES OVER 3: 1) 15' UPLAND NATIVE SEED MIX MN SEED MIX 35-221 HL0Gledtsia (USE EROSION CONTROL BLANKET SHADEMASTER HONEVL)CUST 2.5" FOR SLOPES OVER 3:1) LANDSCAPE LEGEND (All Sheets) KEY BOTANCALNAME COMMON NAME SIZE 0.00T QTY. NBTALL DECIDUOUS TREES HEIGHT HEIG WO //yy----���\ ✓ 1 '��—(/ Quercus b color SWAMP WHITE OAK 2.5" BB 77 15' 50' HL0Gledtsia triacanthos Shademaster SHADEMASTER HONEVL)CUST 2.5" BB 97 10' 50' var. mermis BL BOULEVARD & Tla amencana'Boulevard' LINDEN BB 87 15' 60' - °z HB I<g Celtisocc'dentalis HACKBERRV 2.5" BB 154 15' 10' w SM . Acer saccharum SUGAR MAPLE 2.5" BB 93 14' 10' a RM Acer rubrum'Nothwoods' NORTHHWOODS 2.5" BB 94 14' 50' MAPLE CE ^!.D Ulan—'Cathedral' CATHEDRAL ELM 2.5" BB 83 14' 50' � r ORNAMENTALTREES SHILOH SPLASH 1 RB 11 Betula nigra Sh'lo Splash RIVER BIRCH 1.5" BB 15 8' 25 ' d 2 58 gmeln erz grand flora AUTUMN BRILLIANCE 1.5" BB 22 8' 20' Autumn Br 11 ante SERVICEBERRY rc ,� w O SS Malusz Spring Snow' SPRING NOW S CRABAPPLE 1.5" 8B 70 8' 25' �- z� JAPANESE �O TL 0 Syrnga Reticulata TREE LILAC 1.5" BB 54 8' 20' EVERGREEN TREES BH gauca var. P¢ea Carl BLACKHILLS SPRUCE 6' BB 2S 6' 40' CANADIAN o CH Tsuga cana densis HEMLOCK 6' BB 18 6' 40' z so RC perious gmiana Jun Vr' EASTERN RED CEDAR 6' BE 6 6' 30' BF Abies ealsan— BALSAM FIR fi' BB 6 6' 40' \�. -; � �/'► �� ���-"��' / 70. �n��■ �"' �14 -Nil Pill Iwim-1 ' � , � \ it � it... 1 � S•2 �:pe\_ �!^ � - 'yJ�ir 4� � , f . �\ W ;�"� • � �- .T r���, ,,,,/ _.,��i �"^%Sda =^)lig+ to vW1'i�°°®"r .. "TREESEE -F OR LIST OF TRE ES TO RE MAI N. ® • � .�yril� �. ' / �� i► �//'� Vic; � C 1 •h.. / �•`�/•%� /„�� /III%/j,,:�. � __ � ���' ��\ \; ♦ ” ����',, ����/ , ,,;;;;;, / , „// •. r � • .tea ♦ C��h���� � w/�,w,�lll rr; ,iigr►iiiiiiiiiiiiiiiii /I ... :.., :l��l/. '//:ilii/ii/i "18//iif ' - � �I • ►�� �:, dL � � w � 111 .. ;., ►41r /ini//ilii/fim..--..._unnmi //Ciii/ •.,. , flhr an ' /.ii.. /L� �, ��l ►n►umuumm�m"" ,r,innniniiiii/i/////n/ ,niuiiniiiii/�0 I. � � �� ��� �� " 1 / it •WN 'Y 111111 uI"'�1 �ll�' � ,�/,ll�Gi'� � �I�jl�, ,'., � ����������►/4�1�����1����\- © II � �����c T \,,,Yrs/ l R/l .,,��i �,,,,,,,,,,,►,,,,,,,,►, ��,,,,u„����1/l W� \- ��,pppll,� I ♦ � � 3 �' _ 68H h a� �•.y� �. CC Z /.imi//. • .i .nisi . / l QUANTITIES SHOWN IN THE PLANTING SCHEDULEARE FORTHE CONTRACTOR'S CONVENIENCE. CONTRACTOR TO VERIFY QUANTITIES SHOWN ON THE PLAN. I III �`. \�'”.'.L�Cz�•.L:?::e�.'�:��7��r3f�` ® �rl ����,�11N/NV/////'/rAl[d4b�������i,7/�' tal Sui 100 1 ',rely certify that this plan, specification PrImNa— RyanJ.RuttgEr,RLA 1. 9/13/19 Per City Comments DENALIINVESTMENTS "der my 3 7/22/020 Per City Comments Carisqn i: ,v Blaine, MIN 55449 'raud! 1313 1-1111wind Road or report was prepared by me 2: 1/ /2 P r City Comments HAVEN RIDGE LANDSCAPE PLAN nn Phone: (763) 489-7900 �irect Supervision and that � a. itly Eivatuire Sur,ayintj Fa�xw.C(763) 489-7959 Licensed Landscape Architect under 4: 1//.11/2.1 Per City Comments Monticello, Minnesota NORTH McCain w Emisonmccalr— the laws of the State of Minnesota Data: 9/ L3/19 License �: 56346 5 B/ per 2nd .... LANDSCAPE LEGEND (All Sheets) iA KEY 6oTANCAL NAME COMMON NAME I SIZE I ROm I nTr. IINI DECIDUOUSTREES 91 HEIGHT HEIGHT TYPE SEED MIX I II� •, 4-�� � INFILTRATION BASIN SEED MIX MnDOT SEED MIX 33-161 WETLAND POND FRINGE MnDOT SEED MIX 34171 - he�4:�4L��LE�§r�he�4: 's?°ISE!N�4e�4sE�se�4r COMMERCIALTURF-SOD WO Quercusbcolor SWAMP WHITE OAK 2.5" BE 77 is, 50' (USE EROSION CONTROL BLANKET FOR SLOPES OVER 3:1) HL UPLAND NATIVE SEED MIX Gleditsl. bd.canthos SHAMMASTER HONEYLOCUST 25" BE 97 30' SO' f � � Q W r. Inermis'Shademaster' I:.!9€119911991199119911991199119919I199�119�1111`9€�`=.11i111111111111'I it 1 BL �� %•` i • Tllia a meriwna'Boulevard' BOULEVARD LINDEN 2.5" BE 87 IS' 60' 0 - I t 1 � � . II {{ee !11�11111111111111111111i11�1991'1191 nl I I � �.;;,._ 0 HB ,® 'rU\/ Celts occidentalis HACKBERRY 2.S" BB 154 IS' 11 Q SM•/�, Acersacchamn, SUGAR MSlyAPLE 2.S" BE 93 14' S I RM I n`, Acer rubrum'Noth—cls NORTHHWOODS 2.5" BB 94 14' SO' '�.�/ MAPLE CE `a Ulmus x'Cathedral' CATHEDRAL ELM 2.5" BE 83 14' S0' ORNAMENTALTREES SH 1-H SPLASH gg Betula nigra S1,11. Splash' RIVER BIRCH 1.5" B8 15 8' 25' J O SB Amelanch er xand flora AUTUMN BRILLIANCE 1.5" BB 22 8' 20 'Au[ mn Brilliance' SERVICEBERRY i wu W O SS Malusx 'Spring Snow SPRING SNOW 1.5" BB 70 8' 25 CRABAPPLE 5. �o TL Syringa Ret culata 'APAEEC1.5" BB 54 8' 20 TREE LI A EVERGREEN TREES BH Picea glauca var. Densata BLACK HILLS SPRUCE 6' BB 29 6' 40' CANADIAN �w CH -uga Canad-sis HEMLOCK 6' BB 18 6' 40 50 RC lune enous V r n ana P g EASTERN RED CEDAR 6' BB 6 6' 30' a mmU b BF - Abies Balsamea6 BALSAM FIR 6' BB 6' 40' ' III II 4 A y p ' �' 911991 ��/ i•,v� � �I:I„I:,,,I„LIL:,�L:�',� ! I � / I' � •• � 1111:IIGiE lilE!el ILII F . I ° 19111991111`�11i11111 ,111,,,1,,:1,1L:,,LL,,:. I IIVIII II I lul pl,. I I VIII I II IIII I I VIII II I IIS I I I u1J;dp I 000il . � p 11 ill I L : l II .••• I 1991111��11��:•II� L:111111i1111111':: IIS ••� 1!1;!1111'1191;11111€�;�91111; � 'P.,,, '���;��° , ,, � �� IIII I •. � I� 1199199191111€� L, , � V �E .m 9 ” � I � ! 11 ��E€1199s�1�111�99�99111€�€"x;911€': 1/,,a 111" .II• e A E`•:. IIS i �. E'i99i199ii11i199���E: : �� II� ; :I .fd•LL� ,. II�.::!ILL,�sL,�Ls„il II � �� c 11 1. I •�� - ,!.r •.1 g ,1111111 �:-. �IIA(,,:r �.,,.,..- ,. I ^;!;1 - I!!//� ♦ ♦ ��%♦• Ir1L,,,,,ERE 1911 c \IIY, 'I 1 II . I ♦ . 11� 111;;1 I ♦ !. f I I♦ II 111•EI� �911tl�191`I i Elig I IV = ��911!/ 'a 91:19 � 991. :Ile„E11i1i1191111i11111111:114e"ELS LL 4e8: � I1;;I ,� III� p •'�;11991,1�, �,II i. I, I1'ill�♦ 1„1,� IL:IIII'IIll11i19111111111`�11��11����� ja\�, I Illi I! � 111,1��1 � ♦♦O.� ���r��!' � �♦.� I€!1;':lil"111' •'''I ° � •II Illgjlr, i. !• III � /. 1'�l;�'i,,:' I y �I� ,, ° �I SII 1 I LEQsL r • • '/�/` I ! I I�� • I * ' !. Mer `/ • • ✓ � .. . + ♦. � � 199,:,L:. �.,RIII,I,,II:I:II Ell"1111;11111;,11;111;!Il; �� II I � IIII 1. li I , �/� • • �e I� .il,i`lllsa�' Illil;l e;;l;;lil;l!1;;!y�!l;lil;;ii;I II I • , � � �I� �������� ��;/� ���//� 111 y 55511 � a • 9: �I I���36 ,♦" _mac. •` �� j �I� I'• II`I�II 111` rR — ® _ �♦ i t � 11111 . II , ...-- �• �= f._ __c���j�®`°° . e I�%® • a `�i; Lal I II I 4 _ ��•M _ -� ♦" .:. , . / • � ' • 1:1111, E I IRI Ills• II I,1 �•I . .1 , • . �..��I �.,. .. \ ,�/ :I:/L,ELLEI,:IfL:�=II,�EL��.t��L:�!911�991199,1991�99,1111I1i'-.. PEN �1 s.♦�� ♦♦`�':4:r� �� • • It I � I / . I ` . • le'�1€1`•.111;11111 / / . / I r IELtte!eL41v;;III!Llil'�!I�I!�II�II�!i1�I1�I1�I1�I1��!i �.. �I • / � N III�IIr;11I;�I;I:;;Ir9;:111N1=11111;11;;11;€IIIIIEII`lh€1�€11€11€�l;;i JI �'' • \/� —•/ - � ro �qq�pp99 . ��. ■/ � 1 1'll!lltl Irzisl:,,ly1::L11L,11i,1:,,1L,1�leal:�!:L��LL�4e�4L��Le�4:°•.:14e�4L��LL�4. V i 1 � Q ,f / I IIIIR`'dF I jj99999 ;,19;,9 199199999999999��9 9 rI s I Y I r • v r E 1 I . 99�„'9i I ♦I I ♦ / il!st! - I� .IIS ;1111 I 1' k . 'II IZ. L:1111111"11111911E119i111111111111111111191;9991;��;;99;;99;;91 w � ��LE��L:��:L��L:��L:��EL��L:�•::��LE��L:��EL��L:��L:��EL��LE�1EL•::r!!1:�11:��1 "tUANTITIESSHOWN IN THE PLANTING SCHEDULE ARE FORTHECONTRACTOR'SC . 111511`1191!591�99119i11�=9r, i a r -►�: N 19� r I ® - r .�� �. -,/. SII • _ r , !. �IyIn r I` _, I 1. - - i • - - � _nil - r•t' 6 — IIIIr'ii•R'I;il 1111111;11111111111;11111111111 �Iq•ln .. 4 141 HOMES I SEED MIX LEGEND (FORALLSHEETS) SYM. TYPE SEED MIX I II� •, 4-�� � INFILTRATION BASIN SEED MIX MnDOT SEED MIX 33-161 WETLAND POND FRINGE MnDOT SEED MIX 34171 - he�4:�4L��LE�§r�he�4: 's?°ISE!N�4e�4sE�se�4r COMMERCIALTURF-SOD HIGHLAND SOD LOW MAINTENANCE TURF- MN SEED MIX 25-131 (OLD MNDOT2601& ALL ARIAS BY DINTENDED �� t�r ,`` •\, .,,i;�,-i V.r �� ��, CONSTRUCTTIIIONUNOT TO BE SEEDED/ SODDED OTHERWISE (USE EROSION CONTROL BLANKET FOR SLOPES OVER 3:1) � M! v,l:,,!r,111;1E:,,::,,::,-rz,:1:,,E:,�11�11�11�11�11�19�1 UPLAND NATIVE SEED MIX MN SEED MIX 35 211 (USE EROSION CONTROL BLANKET FOR SLOPES OVER 3:1) F t 0 50 100 � � © .yl 11'►y • �� ,rte �, • � .. SCALE 1” 50' a I // '—_------"--. • .' • �����//;\��� 1 �t �\� • , • "�� , �\� � rte. \��� . , ffiftit �� � �� • �� � '.:. �i• '®���/� . �...... �����i'//��F 'FAA ///� //�'iA �•�� • �I� '���. • :r or� r , • , • \ f Vii �I� 00 YR HWL = 965X IN IN w6filt"SN SIMMONS =`011 I T)carisqn �.. - ✓ ice- — :, �.,�nw.rliiloyl,a�ailwr+as+v�ri�►■ •:sa• "� �e J � — I �+��rl —=��,_ �.'��i I II� •, 4-�� � - aL11Le,; I� . a - he�4:�4L��LE�§r�he�4: 's?°ISE!N�4e�4sE�se�4r 'I " 7r' ��IO"I � �� t�r ,`` •\, .,,i;�,-i V.r �� ��, . . � M! v,l:,,!r,111;1E:,,::,,::,-rz,:1:,,E:,�11�11�11�11�11�19�1 I I f � � Q li IN I I:.!9€119911991199119911991199119919I199�119�1111`9€�`=.11i111111111111'I it 1 I I • 1 �� %•` i • ��` O • � _ :15;0” I �j Ep I t 1 � � . II {{ee !11�11111111111111111111i11�1991'1191 nl I I � �.;;,._ . I ' a I, j � •: • : : i �M I I n`, • + • I, Lw t ` � , 1 F t 0 50 100 � � © .yl 11'►y • �� ,rte �, • � .. SCALE 1” 50' a I // '—_------"--. • .' • �����//;\��� 1 �t �\� • , • "�� , �\� � rte. \��� . , ffiftit �� � �� • �� � '.:. �i• '®���/� . �...... �����i'//��F 'FAA ///� //�'iA �•�� • �I� '���. • :r or� r , • , • \ f Vii �I� 00 YR HWL = 965X IN IN w6filt"SN SIMMONS =`011 I T)carisqn �.. LANDSCAPE LEGI DECIDUOUSTREES HEIGHT HEIGHT TYPE SEED MIX INFILTRATION BASIN SEED MIX MnDOT SEED MIX 33-161 WETLAND/POND FRINGE MnDOT SEED MIX 34171 ... COMMERCIALTURF - SOD WO ./ l Quercusbcolor SWAMP WHITE OAK 2.5" BB 77 is, 50' (USE EROSION CONTROL BLANKET FOR SLOPES OVER 3:1) HL UPLAND NATIVE SEED MIX Gled'ts a 16-11.s Shademaster' SHADEMASTER HONEYLOCUST 2.5" BE 97 10' 50' var. vermis BL ............ .'Boulevard' BOULEVARD LINDEN 2.5" BE 87 is, 60' 0 - z HB Celts ocadentalis HACKBERRY 2.5" BB 154 15' S0' a SM Acersaccham SUGAR MAPLE 2.5" BE 93 14' 5D' RM ({,/ , Acer rubrum Nothwoods' NORTHHWOODS 2.5" BB 94 14' S0 MAPLE CE `a Ulmusx'Cathed-i' CATHEDRAL ELM 2.5" BB 83 14 S0 � f ORNAMENTALTREES SHILOH SPLASH gg Betula .gra Sh to Splash' RIVER BIRCH 1.5" B8 15 8' 25 � O SB Amelanch er x grand flora AUTUMN BRILLIANCE 1.5" BB 22 8' 20 'Autumn Ed ante' SERVICEBERRY i wu W O SS Malusx Spring Sri. -'SPRING SNOW 1.5" BB 70 8' 25 CRABAPPLE � TL �'�y j j SYringa Ret culata IAPANESE 1.5" BB 54 8' 20' �/ TREE LILAC EVERGREEN TREES BH Picea gIa.ca var. Densata BLACK HILLS SPRUCE 6' BB 29 6' 40' CANADIAN e CH Tsuga [...densis HEMLOCK 6' BB 18 6' 40' 29 50 RC lunipenousV rginiana EASTERN RED CEDAR 6' BB 6 6' 30' Um BE Ab es Balsamea BALSAM FIR 6' BB 6 6' 1 40' UANTITIES SHOWN IN THE PLANTING SCHEDULE ARE FOR THE CONTRACTOR'S CONVENIENCE. ONTRACTORTO VERIFY QUANTITIES SHOWN ON THE PLAN. SEED MIX LEGEND (FORALLSHEETS) SYM. TYPE SEED MIX INFILTRATION BASIN SEED MIX MnDOT SEED MIX 33-161 WETLAND/POND FRINGE MnDOT SEED MIX 34171 ... COMMERCIALTURF - SOD HIGHLAND SOD / l LOW MAINTENANCE TURF- MN SEED MIX 25-131 (OLD MNDOT2601& ALL AREAS BY DINTENDED CONSTRUCTTIIIONUNOT TO BE SEEDED/ SODDED OTHERWISE (USE EROSION CONTROL BLANKET FOR SLOPES OVER 3:1) UPLAND NATIVE SEED MIX MN SEED MIX 35-211 (USE EROSION CONTROL BLANKET FOR SLOPES OVER 3:1) 0 50 100 15N � SCALE 1" = 50' %i, �� •• - :: •:.. % % � ���,� �•f ��:��_ � d �►w� _ v .SII 1�,�� �s� I� 00 gr.'� � � �. •' ` ./ �•. ♦• � -/,I d 1. }. \_ _ � Ili 'r p Pill Frrr�r ,� • � ���• � '��� /��`�I�!� �y9 • 1._ �`�l%r�,��iJ� . E,. G7 �M�� r ,� p ��� � ���.�,''-� '�:� ��� ♦� / .. '. SII o , • ll�, I� of V� y/y.'.1E./.. • �,gy, ''• �,I��' I NOTION O' •i, 4 f �/ � Lt���l ME ME ntal Bi.in HAVEN RIDGE LANDSCAPE PLAN n:: MN 55"9 or report was prepared by me or U de 2: 1/9/20 Per City Comments Caring I :-;oDze Pho . (763) 489-7900 direct supervision and that I am a duy' My SiBnat.nro Monticello, Minnesota ate. ` / p! �/ d��q7� . �i� ! ,♦9�4 ���/%//// ,��� 4 'nrg/ I� • • - 4 9/1 /20 Per C:ty Comments NORTH - II. VA11 /61I/IL,o �•� I �e■uv�ra" --__ _ a>/i. �7���lfU /� "ti. —� /�/// � � /q i• • 'x �p� i>.��,�, .'w�a9�. � ��. a I �� 1 ���t'I � u.' �� .� � ///� _ , 1 Fv ✓��, �, •e� �1;•, �° ��y`. ",OJy"'�Op' `�.'' p�,'�®� �il �■ja "•q rav,��v"'4.,`.".', � • � �� �5� , \1\\`• , ° SP � • i`���', oA ��� '� � 710�:/��b� ,�®,°y�, p ,� �! "� .,�, III � ° 1 n � ��+� � •��,. .,��� %� ° •J � • w � ®«$1�" I® � , '�' �.� a„ !�i i1J� `�.. � ,,�,�,� ��� � �fiv' s�.qg ��►hohi?��y- ,� ��, �'�,, ••�j� • re> �`" ' /! � �ou�','a�, a�''- i�•"'�i.,A°� 0 _...- r a• �� IydGv + �'JF,�'" ���� ' *q� �y.- ykp`•p�,'� � . ��� ��•pQ 3®'�,J. ,� ��� ; �, �'% o 'Il II► �/>� � '7!► � 'a � ,rr � �� IfJ `�'� �D�'��� %�/` f� �R7'" a 'L'�Ij�,v �0 • J�if�� � 9r.� l / IIIII�I�Il�llt'� , w•- °� �� , • Y' 'fir -- --- ��S-'L.. t. "af°) , '°� j1 � „�011q, _ _ , :�'*,iv � �P • r.. _ �!.ATE ��._ `o. �• r`°�'��1�1\�� vm � � ��I� T �� �,bb,•/ �/ r'T�'a �� �'�__ � ® .,II � I ■ III ■ i � .I_-1 I ■ �� � w.., �� �l (may �' l � j II i •, I I I i 1► �/' III I eM :.>1' 011 IAAIiRIfAOmmmmimNmtwmm --- --- - ! • R h� Aft 1� ti • �iL� ♦tom �tl 4d� E •• 951 ,'�� ��, • � fib`, '' • ' • � �....�I'�, "�'.� '�i.+��ll "moo{. , � m �;� .... ®_ / - <`/ v�1•PL.e6ar;P SY'� °orss1�9tl1fAiP�E F � '" II •� II; IFIN �(/p' , _ I.�IJ•1�.a' . UI — ®'!I ITR jp■q�y.•, 1Vyy .i`T ,.11\ ./XAA •..> �`� l r1���. �li•(6.41 'G uilf■➢.filil/JCII■ 119®9 0 in =11 1 50 100 SCALE 1" 50' - mm� HIM WE fy that this plan, specification Print Name: Ryan J. Ruttgar, RIA P-i.'wn�: par City C ...... 7.516122 1.. 1., all, 3,4 1 5 DENALIINVESTMENTS ,�,-mrent,l B 1. prepared by me or U.n.dar my Signature: 2: 1/9/20 Per City Comments HAVEN RIDGE LANDSCAPE PLAN direct supervision and that I am a ly -A— 3 7/22/220 Pe C ty C mments 1313 1-1111wind Road ho . (763) 489-7900 r C:ty Comments Monticello, Minnesota MULTIFAMILY L d Landscape An, tect under 4. 9/10/ 0 Par he of the State of Minnesota Data: 9/13/19 5 Fridley, MN 55432 . • .... `. -� - =__--- -- -----__-_ --------------_--____--- - __ - - - - ' - - - -- - 64 - _ = _-- =__- -_-_- - - -0-------------------------------------- ---- -------�-1�1 ----- _ _ -------------- - --- -- - - -- - -- ----- --- - - - - - - - - - - - - 85TH STREET NE _ 9e6 — — , a� ------- --� - -- - --' I A II r x 1, I I r/ I 4 1, 44 ( X31 I 7 ) 4 33 I r/ II 14 _. � k I /`✓'1''/S I I I I I I / I. I � �I R, Ii i 'I — °LO L 0 �2 R 2 I ( r (� ( I, I' I L - I 1 I m rL � I I 7k� /Y M _ I� 3 1, s J q — 66 9 1 (� n i y I I WO WO WO WO— WO LO(2) WO(2) W\0 _ \---- –433 –4-T4 435 ;' 2, N 431 432 3n 43 .1 i 22 I I 21 I I— 1 • %, 1'''%%,,,/ 1/;,� I 25 24 23 ... 22 ... ....z Iy .. . --- �..---'–•l� e....... �• -- 956• --4 437 A /, 428 _ 956 19 II� I R ---- - 28 –� – • N •----- -- -- –� f 7 ;; ----------------- !• �/% / -y-':. -<v ',' �' :yr,'/`� '/// %^/r – ----- --- –BOTTOM------- –943-------� I\17� W 14 27 129 r; 16 r / W UTLOT K ,4261z 1 • `\ \ \ ``''` ''''%''%? %'' %�P % / I POND 600 � NWL = 953.0 — — o;'0�'1''''/ �;'%�--j;;'*i''//%�o''r� i�'/ I 10 DAY SNOWMELT — 955.4 I � 00 L 954.3 100 YR B B HWL — 955.9 W L' SEE NPICAL STREETSECrION° ON FOR SE D/SODI DETAILS PIAN /\• , \ \ \ / �, 'x, / �i,/�q,,�q�p�,,�,,�, ,, , b r,' `!,},eS, JO, Ooh- L FOR SEED/SODINTHE BOULEVARD I I ��—� / •\ \ � i,,��,, � ✓ /'''/ /', �i,�y`O �''i'�' 1;Qy, r 80/ 12 1 I 1 ti I ' SEE "TYPICAL STREET SECTION l I / 0 o � 24 � O E GRADING DETAILS PLAN 4 5. X ON TH FOR SEED/SOD Ili I �% �' • I J •I I I , ti� y ` \, - %��'�'� ; ' 1 O 3' O�.. •1 / i4i '"v''i'�i'i'�i'ri �9"/i''/'/i'/ ' ,� 0''�%''0''�'/i'4'/'0 / / % 1 N / L / 10 ' I T I / O \ I \ •I rtev�, 'I,h // �� – \ 33. /T yy s/ F sr � la / f f ' / I ' V 2' Ndl ''oI 'I 1 � 22 `L o–�, P4* – 1/ O � y 4♦e 1 _ e , 421 %/%1%%% ' / /;�✓;'/' ' // /�/ // ',''/;�/ L m Q `L d 3890 pheasant Ridge Drive NE, Revisions: ]. 5/6/22 Rev. lots for Blk 3,4 & 5 DENALI I N • /EST M E N TS C� �M��SOn Suite 100 1 hereby certify that this plan, specification Print Name: Ryan J. Ruttger, RU Drawn: JAK 1.9/13/19 Per Ci comments VA���-((MMII .enylronmencal Blame, MN 55x49 or report was prepared by me or under my z.1/9/zo per atv ommenrs HAVEN RIDGE LANDSCAPE PLAN — L6 • engineering phone: (763) 489-7900 direct supervision and that I am a duly Signature: Designed: RJR 3. ]/22/20 Per City Comments 1313 Hillwind Road Of rveying Fax: (763)489-7959 Licensed Landscape Am itect under 4.9/10/20 PerCltyCo—ents Monticello, Minnesota SOUTH McCam su the laws of the State of Minnesota Data: 9/13/19 license # 56346 Data: 9/13/19 5.3/08/21 Per 2nd addd 111. 2 gniding Fridley, MN 55432 ww.carlsonmccain.GOm 5.5/25/21 Per 2nd ad d. City comments A�' *1141 rare„ IT I IN ON , �� / /A� � �,e.- � � �� I �, 0 1 W.4 0 ME 0010'' 9101' MA PAN W JJf .F 01 "S SIZE Will Q 7.516122 ots for Blk 3 4&5 DENALIINVESTMENTS .... ... "Ify that this plan, specification PrImNarre: RyarJ.RutI t. �Ilillt9 Par City C ...... liCarlson e-1—nnellal Blaine, MIN 55449 or report was prepared by me or und 2: 1/9/20 Per City Comments HAVEN RIDGE LANDSCAPE PLAN a: (763) 489-7900 d supervision and that I am a Ir MY -A— 1313 Hillwind Road eng,neenng Phon cull Signature: R*W4=McCainsur,ewww.,.risonmccaln.wm Uth d LdAtt dData: 9/13/19 Uce— � 111 345 791//,/211120//221.001 PPPeaarrr CC�2n:ttdy CCdoddmm: mm&ee1nn1ttss. 2 111-1 Fridley, MN 55432 Mo,M1ta SOUTH a =s of the State of Minnesota '5/ Per d :d City Comments I t I v0priEffil ON t 4 MT 1 `� SII ��� .�a� � 7:���f �y������ 'jw N ®/iii 'I `� +� `tea ,� ''�►' �6fY9 �1� _ t irk• • '- - yr BIII is _ ��� _� News all —11 KNE N M LWMI N • I ',rely 11"ify that this plan, specification Printl4arre: RyarJ.Ruttga,,Rl_A `-i.."9: City C ...... 7.516122 1,1 I*r Blk 3,4 & 5 Sul 100 or report _s prepared by me or uncle t. �Ilillt Par DENALIINVESTMENTS HAVEN RIDGE LANDSCAPE PLAN tal Bl.in:: MIN 51"9 2: 1/9/20 Per City Comments Carisqn i: e,, Signatu 1313 1-1111wind Road ,Yr my nn Ph d sur,ayir� ho . 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We will be following brick covenants as well. The bricks will add to the face of the elevations. Marc D Schulte Chief Operations Manager Haven Ridge L.L.0 1-952-687-9590 LOWER LEVEL -93O SF FIN. PLAN 1500 MAIN LEVEL - 1,500 SF PLAN 1500 f EA .1 Ly -Ell � JOG�14 NIRN ROOM UP ��ytllE�t LOWER LEVEL -H2O SF FIN. PIAN 1000 Now EM L ROOM 4 BATH 3 SAAR RABBLE Lowen Levu - S50 SF FiN. P�nN 1740 FAMILY FARM FLEX XPACE EM L ROOM 4 BATH 3 SAAR RABBLE Lowen Levu - S50 SF FiN. P�nN 1740 � ill =1i �' oo 2 0 U (7 z LU m 0 00 M z J 0 a a LU z z 0 co T W 7) z W a a z LU X 0 wsb June 2, 2022 Mr. Matt Leonard City Engineer/Public Works Director City of Monticello 505 Walnut Street, Suite 1 Monticello, MN 55362 Re: Haven Ridge 2nd Addition Preliminary Plat (Revised) - Engineering Plan Review City of Monticello Project No. 2021-009 WSB Project No. R-0017879-000 Dear Mr. Leonard: We have reviewed the Haven Ridge 2nd Addition Preliminary Plat (revised) and construction plans dated May 6, 2022 as prepared by Carlson McCain. The applicant proposes to construct 58 (formerly 47) single family home lots with this addition. Further review of additional phases will be required prior to construction. The Final Plat and engineering documents were reviewed for general conformance with the City of Monticello's general engineering and stormwater management standards. We offer the following comments regarding the engineering and stormwater management standards. Final Plat &General Separate trail easement legal descriptions and exhibits should be provided for separate recording with the County. The City will provide an easement document for execution but will require legal description to be added prior to recording. Complete and acknowledged by applicant, they do not believe a separate easement will be required since the trail will be located within the existing road ROW; easement description for trail within Outlot B was sent with 1St Addition documents. Add an existing and removals plan to the set and include what fencing will need to be removed in Outlots A, B, D, and along 85th in Outlots A and B. Fence should be removed on the north side of the wetland during Phase 2 as well. Sh-- the dw* Hind that needs to be removed on the north side of the wetland in Outlot E Complete. Provide updated 2nd Addition civil plan set including updated plan/profile sheets with future submittals. Grading Plans Rear yard drainage swales shy" '-- - - -- - -- 'm 2% grade. At minimum, the foil- i- do not meet this requirement Complete. a. Shared rear yard Lots i u, 1 1, 10 DivUK 1 from EOF north. b. Shared rear yards Lots 9, 19, 20 Block 1 both directions from EOF. K:\017879-000Wdmin\Docs\2022-05-18 Submittal (Revised Prelim Plat)\_2022-06-02 Ltr-m-leonard Haven Ridge 2nd Add - WSB Engineering Review.do- Haven Ridge 2nd Addition Preliminary Plat (Revised) — Engineering Plan Review June 2, 2022 Page 2 driveway grade is 2.0%. This is not achieved on Lots 10 and 11 Complete. Street and Utility Plans (General) 6. A note should be added to the plans that the City will not be responsible for any additional costs incurred that is associated with variations in the utility as -built elevations. These elevations shall be verified in the field prior to construction. Complete. 7. A note should be added saying the City specifications require that sanitary sewer and storm sewer require televising. Video files shall be provided to the City for review. Complete. 8. The building department will review the hydrant location/spacing and emergency vehicle access/circulation and provide comments separately from this letter. Hydrant spacing shall be no more than 400 feet. Complete. 9. With final construction plans, provide confirmation of MDH (watermain) and MPCA (sanitary sewer) plan review and permitting. Complete, applicant stated MPCA permit was obtained (both permits were submitted on 4/28/21). 10. Private utility conduit crossings shall be shown for the joint trench. This will be coordinated with the City and private utility companies prior to construction commencing. The applicant noted that private utility crossings will be identified by the private utility companies and the locations added to the plans once known. The location of the City's Fibernet conduits also need to be added to the plans. In -progress, applicant will add final location after pre -con and further coordination with utility companies. 11. Show/note dimension of drainage and utility easements where pipes are present. Complete. 12. In the general notes under number 8 update the sheet number reference (currently shows "##"). Update other sheet references on the plan view that show "##". Complete. 13. On Sheet 5, there appears to be an erroneous line -type on the westerly property line of Lot 1 Block 2 (looks like storm sewer). Complete. Sanitary Sewer/Watermain Plans (Sheets 2 — 4) 14. Provide material cost difference between 8" and 16" watermain for crediting Complete. 15. Provide dimension for 10 -foot separation between the watermain and sanitary sewer. Add a dimension note(s) on the plan view Complete. 16. Note the strength classification for the 16" PVC. Complete. 17. If dewatering is anticipated, provide a dewatering plan. Complete, the contractor will provide to the City prior to the pre -con. K:\017879-000Wdmin\Docs\2022-05-18 Submittal (Revised Prelim Plat)\_2022-06-02 Ltr-m-leonard Haven Ridge 2nd Add - WSB Engineering Review.docx Haven Ridge 2nd Addition Preliminary Plat (Revised) — Engineering Plan Review June 2, 2022 Page 3 18. Traffic control signage during construction shall be provided for the watermain work on Fallon Avenue and 87th Street. Complete, the applicant noted a traffic control plan will be provided to the City by the contractor prior to the pre -con. 19. Provide a street lighting plan. Show streetlights on utility plan. Complete, but confirm final locations with Xcel Energy. Streetlight locations should not be in conflict with proposed utility and draintile locations. Applicant will provide final location for the City to prior to construction. 20. Provide a phasing plan for burying of the overhead power lines and the addition of the development in which each of the phases will occur. Complete, the applicant provided a plan to the City. 21. The watermain stub on Fallon Avenue shall be increased from 16" to 24" due to recent changes in the City's Comprehensive Plan; oversize credits will apply. 22. Add a note requiring that the contractor place a post at each of the draintile cleanout locations. Storm Sewer Plans (Sheets 5 — 7) ''I To the storm sewer schedule on each sheet, add the bidld 6 -.nth of each structure. Catch basin manholes are not allowed to be deeper than 6 f ip. The minimum catch basin depth is 4 feet per the City's Design Man Complete. Show all storm sewer maintenance access routes for structures outside of the street, add a note saying that "maintenance access shall be a minimum of 12 -feet wide with 10% max side slopes" to the grading plan. Complete. Street Plans (Sheets 8 — 9) 25. There are maty mag vertical curve lengths less than MnDOT State Aid geometric standards. The City will allow shorter curve lengths for sag vertical curves at roadway low points. Complete, applicant acknowledged. 26. Show mailbox cluster locations on the plans. In progress, the locations will need to be coordinated with the postmaster and City street superintendent at time of construction. 27. The Stop Sign included at 87th Street should be 36"x36". A 4" yellow skip stripe should be included on Fallon Avenue. The Type III barricade included in the Sign Schedule is not shown on the plan, where is it proposed to be located? Complete, stop sign resized and applicant provided detail on Type III barricade locations. 28. There is a circle symbol around each of the catch basins on the street sheets. If this is intended to note inlet protection, this should be shown on the erosion/sediment control plans instead. Complete. 29. Remove the temp trail connection to Fallon Avenue. This does not appear to be a safe location for pedestrian access to Fallon. Add pedestrian ramps and crossings to Fallon at both Farmstead and 87th instead. Complete. K:\017879-000\Admin\Docs\2022-05-18 Submittal (Revised Prelim Plat)\_2022-06-02 Ltr-m-leonard Haven Ridge 2nd Add - WSB Engineering Review.dom Haven Ridge 2nd Addition Preliminary Plat (Revised) — Engineering Plan Review June 2, 2022 Page 4 Trail Plans (Sheets 10 — 11) 30. Provide vertical curve and elevation information for proposed trail along Fallon Avenue. Complete, grade limitations were noted on the plans. 31. The trail section along Fallon Avenue on Sheet 10 was also included as a part of the plans for the 1St Addition. Remove this sheet if work still included with the 1St Addition. Complete. Details (Sheets 12 —19) 32. correct the street sections to include 24" of select granular borrow and 3" of bituminous Cnl IrRA Tt"A CtrAA} ^-ctinn nn ghapl d 7 ^f 4— nrarlinn nlan c^+ ----J^ 4— t'1P I lnrlptPrl Complete, the applicant acknowledged the inconsistency between the plans but stated that future additions may require a different thickness; the asterisk note was revised. 33. On Sheet 16, the typical section for the sidewalk only shows 4" granular borrow. The section should match City Detail Plate 5012 (included in the plans already). Either change the typical section to match the detail or reference the City detail Complete. Traffic & Access 34. A Traffic Study was completed as part of the EAW for the Haven Ridge development in 2018. The Haven Ridge 2nd Addition is considered a part of Phase 1/Phase 2 of the development. The following traffic recommendations were included in the EAW. a. Phase 1 and Phase 2 can be developed without any operational improvements (i.e. additional turn lanes, roundabouts, traffic signals) to the adjacent roadways or intersections. The adjacent street access locations should be constructed to City standards. b. Improve Fallon Avenue to City standards from School Boulevard to 85th Street with the construction of Phase 1 and 2 of the development, and; 85th Street from Fallon Avenue to City Limits with the completion of the future phases of the development. Complete, applicant stated that Fallon Avenue shoulder will be constructed with the 2nd Addition. 35. Based on the proposed site plan the anticipated traffic generation would be 444 vehicle per day (vpd), 35 AM peak hour trips and 47 PM peak hour trips, assuming 47 single family units on the site. The proposed access to the site is located on Fallon Avenue at 87th Street between Farmstead Road (Phase 1) access and 85th Street. Based on the anticipated traffic volumes no turn lanes would be needed on Fallon Avenue. Complete, applicant acknowledged. 36. The plan shows a 4 ft shoulder widening on the eastside of Fallon Avenue between the 85th Street intersections and an existing 12 ft through lane; this meets minimum State Aid standards for lane and shoulder widths. Complete, applicant acknowledged. 37. A sight line analysis should be completed at the intersections of 87th Street. Provide a detail/exhibit. The trees should be moved further away from intersection to allow vehicle to better see pedestrians on the trail as well. Complete. K:\017879-000Wdmin\Docs\2022-05-18 Submittal (Revised Prelim Plat)\_2022-06-02 Ltr-m-leonard Haven Ridge 2nd Add - WSB Engineering Review.do- Haven Ridge 2nd Addition Preliminary Plat (Revised) — Engineering Plan Review June 2, 2022 Page 5 Erosion and Sediment Control (2nd Addition Only) 38. The previously reviewed ESC plans and SWPPP are still applicable to the 2nd Addition. rIl-`" required from the applicant; comment provided as a means of clarification. Complete. Please show proter, Addition Utility Plat Complete. Stormwater Management 'Pts (FES 165, 166, and 170) on sheet 5 of the 2nd 40. ,,,,.,,,.cement for the 2nd Addition was reviewed with the 1st Addition plans -ted in 2020. The 2nd Addition will utilize this stormwater ponding location. Complete. 41. Swale south of 85th street NE is shown at 0.5%. Minimum allowable grade for swales is 2%. 42. Freeboard is not met for lots 107-109 for the EOF. 2' of freeboard is required from an areas EOF route. Wetlands 43. The project includes 0.8375 acres of impact. The required replacement is 1.6751 acres. Purchase of 0.3156 acres credit from the Pauman Bank (#1544) has been in process and the applicant is obtaining final signatures from BWSR. Purchase of 1.3595 acres of credit from the Butterfly Marsh wetland bank (#1762) and restoration of Wetland 10 is requested in this phase. RiGhards Ronk (#1375) and resterati„n of VVetiand 19 i& requested On this phase. The LGU has signed the Withdrawal of Credits form on April ' 2021 for Ronk #1375 and provided it to the applicant for processing with BWS . The restoration plan for Wetland 10 has been reviewed by the LGU and SWCD and it meets the requirements of the WCA Notice of Decision granted for this project. As noted in the Monitoring Plan and the WCA Notice of Decision, the applicant will be required to monitor and submit reports to the LGU regarding the restoration of Wetland 10. The applicant will need to provide the final signed paperwork to the City and the SWCD for both Bank #1544 and Bank #1762 1375 prior to starting any wetland impact work. The City, or agents of the City, are not responsible for errors and omissions on the submitted plans. The owner, developer, and engineer of record are fully responsible for changes or modifications required during construction to meet the City's standards. Please have the applicant provide a written response addressing the comments above. Please give me a call at 763-287-8532 if you have any questions or comments regarding this letter. Sincerely, WSB L James L. Stremel, PE Senior Project Manager K:\017879-000Wdmin\Docs\2022-05-18 Submittal (Revised Prelim Plat)\_2022-06-02 Ltr-m-leonard Haven Ridge 2nd Add - WSB Engineering Review.docx Planning Commission Agenda — 06/07/2022 2C. Public Hearing - Consideration of a request for an Amendment to the Affordable Self - Storage PUD and StorageLink Monticello PUD for the Addition of "Storage Boxes" as an Allowable Accessory Use. Applicant: City of Monticello. Prepared by: Northwest Associated I Meeting Date: Council Date (pending Consultants (NAC) 06/07/2022 Commission action): 06/27/22 Additional Analysis by: Community Development Director, Community & Economic Development Coordinator ALTERNATIVE ACTIONS Decision 1: Consideration of an amendment to the Zoning Ordinance to allow Temporary Storage Boxes as an accessory use in the Affordable Storage and Storage Link PUD Districts. 1. Motion to adopt Resolution No. PC -2022-041 recommending approval of an amendment to the Zoning Ordinance to allow Temporary Storage Boxes as an accessory use in the Affordable Storage and Storage Link Monticello PUD Districts based on the findings in said resolution and as drafted in the proposed ordinance 2. Motion to deny the adoption of Resolution No. PC -2022-041 recommending denial of an amendment to the Zoning Ordinance to allow Temporary Storage Boxes as an accessory use in the Affordable Storage and Storage Link Monticello PUD Districts based on findings to be made by the Planning Commission. 3. Motion to table action on Resolution No. PC -2022-041. Property: PID #: 152-125-004110; 152-266-001010 Planning Case Number: 2022-026 Request(s): An amendment to the Zoning Ordinance to allow Temporary Storage Boxes as an accessory use in the Affordable Storage and Storage Link PUD Districts 1 Planning Commission Agenda — 06/07/2022 Deadline for Decision: July 15, 2022 September 14, 2022 Land Use Designation: Community Commercial Zoning Designation: PUD Overlays/Environmental Regulations Applicable: NA Current Site Uses: Self -Storage Surrounding Land Uses: North: Regional Commercial East: Community Commercial South: Single Family Residential West: Mixed Uses Project Description: The public hearing on this item was directed to the Planning Commission by the City Council. The amendment would create an allowance within these two PUD zoning districts, both occupied by Commercial Self -Storage uses, to store and rent portable/temporary storage "boxes" — such as "Pods" or similar—for use off-site. The amendment would be specific to these two PUD zoning districts only. ANALYSIS: The proposed amendment would create an allowance for two existing Commercial Self -Storage PUD facilities to add the storage and rental of portable storage structures for use by renters off- site. The proposal would not permit these structures to be used for storage on the site of the Self -Storage areas as separate storage buildings. The concept is based in the idea that tenants of self -storage buildings or similar users would be the most typical customers for this use. The proposed amendment is designed to allow the two facilities under their current PUD ordinance approvals to store these boxes on their property in specifically designated areas as a permitted accessory use in the district. Renters would either seek delivery of the structures, or if property equipped, could remove them from the site for their own use. The amendment places a series of conditions on this use. Anything outside of these conditions would require an amendment to the PUD. 2 Planning Commission Agenda — 06/07/2022 The proposed conditions are as follows: Storage Boxes or containers, or similar temporary structures manufactured specifically for the purposes of portable self -storage use, may be permitted to be stored for rental on the site, provided such structures meet the following conditions: a. No such storage shall be placed within 100 feet of a residential zoning district, or within 30 feet of a street right of way, or within 10 feet of any other lot line. b. No such storage shall be stacked to a height greater than nine (9) feet from existing grade on which it sits. c. Any such storage shall be placed only on a paved surface. d. No such storage shall be placed within any driveway, required landscaping area, parking space, or other space required by the approved PUD plan for site circulation and/or operations. e. Any such storage shall meet all requirements for fire and other emergency vehicle access, including access to fire hydrants or other utilities. f. Storage of such structures shall not occupy more than 5% of the total lot area. g. Delivery of such structures to the site, or removal of structures from the site, shall occur only during the hours of 7:OOa.m. and 9:OOp.m. h. No such temporary/portable structure shall at any time be used for storage of any goods on the property in this zoning district and shall only be available for rental to users off-site, unless it is placed completely within a permanent storage structure approved as a part of the PUD. i. No such storage shall include the use of containers commonly used for rail transport purposes or similar shipping containers. The City previously considered an amendment for a similar use specific to the Affordable Storage PUD. The issue for the City at that time was the ability to distinguish the use of such storage boxes as either display or outdoor storage and whether the proposed use was industrial in scale. In the proposed amendment, the use is proposed only as an accessory use to existing commercial self -storage and is limited in activity and scope. With this amendment, it is hoped that this use could be incorporated without disruption to the approved PUD activity or to the surrounding neighborhood. STAFF RECOMMENDED ACTION As the item was directed by the City Council to the Planning Commission, staff defers to both bodies on the amendment to the Affordable Storage and Storage Link PUD Zoning Districts, both located along Chelsea Road West. 3 Planning Commission Agenda — 06/07/2022 At issue for the City will be whether the proposed amendment sufficiently addresses the use of these units as accessory to a Commercial Self -Storage use, and whether the applicable conditions satisfactorily address their use in commercial districts. SUPPORTING DATA A. Resolution PC -2022-041 B. Ordinance No. XXX C. Aerial Site Image D. Planning Commission Staff Report, October 5, 2021 E. Planning Commission Minutes, October 5, 2021 F. City Council Staff Report, October 25, 2021 G. City Council Minutes, October 25, 2021 4 CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2022-041 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF MONTICELLO RECOMMENDING APPROVAL OF AN AMENDMENT TO THE ZONING ORDINANCE ADDING ACCESSORY USE TO THE AFFORDABLE STORAGE PLANNED UNIT DEVELOPMENT DISTRICT, AND THE STORAGE LINK PLANNED UNIT DEVELOPMENT DISTRICT WHEREAS, the City regulates land uses in its various zoning districts, including an allowance for various types of uses in specific zones; and WHEREAS, the Commercial Self -Storage use is conducted primarily under Planned Unit Development regulations which have specific allowances for uses in their respective PUD Districts; and WHEREAS, the option to utilize such facilities for the rental and storage of portable temporary storage buildings for temporary storage on other real property may be considered within the scope of uses considered accessory to the principal Commercial Self - Storage use; and WHEREAS, the zoning district amendments herein will accommodate reasonable additions to related uses by adding temporary structures as accessory uses to the subject PUD Districts; and WHEREAS, the Planning Commission held a public hearing on June 7, 2022 on the application and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the Planning Commission has considered all of the comments and the staff report, which are incorporated by reference into the resolution; and WHEREAS, the Planning Commission of the City of Monticello makes the following Findings of Fact in relation to the recommendation of approval: 1. The usefulness of the zoning regulations require clarity and definition to avoid misinterpretation, and promote the effectuation of the City's land use objectives. 2. The proposed amendments add related accessory uses to current Commercial Self -Storage business properties under reasonable regulations. 3. The proposed amendments refine the understanding of the terms used, and therefore advance the City land use regulations and objectives. 4. The proposed amendments will improve the communication of the intent of the zoning regulations to property owners, businesses, and city officials. CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2022-041 NOW, THEREFORE, BE IT RESOLVED, by the Planning Commission of the City of Monticello, Minnesota, that the Planning Commission hereby recommends that the Monticello City Council approves the Amendment to the Zoning Ordinance as specified in Ordinance No. ADOPTED this 71h day of June, 2022, by the Planning Commission of the City of Monticello, Minnesota. MONTICELLO PLANNING COMMISSION Z ATTEST: Paul Konsor, Chair Angela Schumann, Community Development Director 2 ORDINANCE NO. - AN ORDINANCE AMENDING THE MONTICELLO CITY CODE AMENDING SECTION 3.8(J)(8) AND 3.8(J)(15) BY ADDING ACCESSORY USES TO EACH DISTRICT THE CITY COUNCIL OF THE CITY OF ORDAINS: Section 1. Section 3.8 (J)(8) and 3.8 (J)(15) are hereby amended to add the following: Accessory Uses. Accessory uses shall be those commonly accessory and incidental to industrial uses, and as specifically identified by the approved final stage PUD Plans, but shall not include outdoor storage or other activities, with the followin _ egxception: Q Storage Boxes or "Pods", or similar temporary structures manufactured specifically for the purposes of portable self -storage use, may be permitted to be stored for rental on the site, provided such structures meet the following conditions: a. No such storage shall be placed within 100 feet of a residential zoning district, or within 30 feet of a street right of way, or within 10 feet of any other lot line. b. No such storage shall be stacked to a height greater than nine (9) feet from existing grade on which it sits. C. Any such storage shall be placed only on a paved surface. d. No such storage shall be placed within any driveway, required landscapin area, rea, parking space, or other space required b, t�pproved PUD plan for site circulation and/or operations. e. Any such storage shall meet all requirements for fire and other emergency vehicle access, including access to fire hydrants or other utilities. f. Storage of such structures shall not occupy more than 5% of the total lot area. g. Delivery of such structures to the site, or removal of structures from the site, shall occur only during the hours of 7:OOa.m. and 9:OOp.m. h. No such temporary/portable structure shall at any time be used for storage of any goods on the property in this zoning district and shall only be available for rental to users off-site, unless it is placed completely within a permanent storage structure approved as a part of the PUD. i. No such storage shall include the use of containers commonly used for rail transport purposes or similar shipping containers. Section 2. The City Clerk is hereby directed to make the changes required by this Ordinance as part of the Official Monticello City Code, Title 10, Zoning Ordinance, and to renumber the tables and chapters accordingly as necessary to provide the intended effect of this Ordinance. The City Clerk is further directed to make necessary corrections to any internal citations that result from said renumbering process, provided that such changes retain the purpose and intent of the Zoning Ordinance as has been adopted. Section 3. This Ordinance shall take effect and be in full force from and after its passage and publication. The ordinance in its entirety and map shall be posted on the City website after publication. Copies of the complete Ordinance and map are available online and at Monticello City Hall for examination upon request. ADOPTED BY the Monticello City Council this day of , 2022 Lloyd Hilgart, Mayor ATTEST: Rachel Leonard, Administrator AYES: NAYS: EXHIBIT A Section Sec. 2-230. - Establishment. Sec. 2-231. - Sec. 2-232. - Sec. 2-233. — Sec. 2-234. - Sec. 2-235. - Secs. 2-236, 2-237. - Reserved. Sec. 2-230. - Establishment. {Insert text of ordinance} Planning Commission Agenda — 10/05/2021 2C. Public Hearing —Consideration of a request for an Amendment to the Affordable Storage Planned Unit Development for proposed Portable Container Accessory Use. Applicant: Burnham, Keith Prepared by: Northwest Associated Meeting Date: Council Date (pending Consultants (NAC) Commission action): 10/05/21 10/25/21 Additional Analysis by: Community Development Director, Chief Building and Zoning Official, Community & Economic Development Coordinator, Project Engineer, Fire Marshal ALTERNATIVE ACTIONS Decision 1: Consideration of an amendment to a Planned Unit Development for Affordable Self -Storage to keep storage boxes on the site as outdoor storage. 1. Motion to recommend approval of a PUD Amendment for outdoor storage as provided in the application materials for the Affordable Self -Storage PUD, based on a finding that the proposed use would be consistent with the Comprehensive Plan objectives for uses and activities in the area and other findings to be made by the Planning Commission, and per conditions set by the Planning Commission as a part of the public hearing. 2. Motion to adopt Resolution No. PC -2021-037 (denial), based on findings as identified in said Resolution, and requiring the removal of the storage boxes from the site no later than .2021. 3. Motion to table action on Resolution No. PC -2021-037, subject to additional information supplied by staff and/or applicant. Decision 2: Amendment to Ordinance for Planned Unit Development for Affordable Self - Storage to correction of language in Section (8)(c). 1. Motion to recommend approval of a PUD Amendment for the Affordable Self -Storage Planned Unit Development for correction of language in Section (8)(c) to read as follows: Accessory Uses. Accessory uses shall be those commonly accessory and incidental to *,mal commercial uses, and as specifically identified by the approved final stage PUD Plans, but shall not include outdoor storage or other activities. 2. Motion to table action on the proposed Amendment to Ordinance for Planned Unit Development for Affordable Self -Storage to correction of language in Section (8)(c). Planning Commission Agenda — 10/05/2021 REFERENCE AND BACKGROUND Property: Legal Description: Lot 11, Block 4, Groveland Addition PID: 155-125-004110 Planning Case Number: 2021-036 Request(s): Amendment to a Planned Unit Development to allow outdoor storage of rental storage containers Deadline for Decision: November 12, 2021 (60 -day deadline) January 11, 2022 (120 -day deadline) Land Use Designation: Community Commercial Zoning Designation: Affordable Self -Storage PUD District Overlays/Environmental Regulations Applicable: NA Current Site Uses: Self Storage Facility Surrounding Land Uses: North: RV Dealership East: Vacant Commercial (Zoned B-3) South: Single Family Residential West: RV Dealership Project Description: The applicant proposes to utilize a portion of the current self - storage property along the westerly boundary, as well at the ends of several of the self -storage buildings on the property to store a series of "storage boxes". These units are delivered to the property and rented to individuals which are then used to self - store goods. The applicant indicates that the request is for a total of 58 such storage boxes of varying sizes, between 7.5 by 7.5 feet and 8 by 20 feet. The applicant has suggested that the units will be empty, although that is not expressly stated in the application narrative. The applicant has indicated in the past that the boxes would sit on the ground, without stacking, although that clarification is not made in the current application. The applicant previously proposed an amendment to the Affordable Storage Planned Unit Development for the 2 Planning Commission Agenda — 10/05/2021 introduction of storage boxes on the site, which was considered by the Planning Commission in August of 2021. The application was withdrawn prior to Council consideration. it is noted that several of these boxes have already been moved on to the site counter to the requirements of the original PUD approvals and are currently in violation of the Zoning Ordinance. ANALYSIS: Planned Unit Development (PUD) is a zoning technique that allows developers and the City to establish a set of development requirements which, while not meeting all of the specific standards of a traditional zoning district, are designed to exceed the City's objectives for the zoning district that would otherwise apply. The City's land use objectives are described in the Comprehensive Plan, and typically address various performance standards as well as classes of land use. In this case, the applicable land use classification in the Comprehensive Plan is "Community Commercial", and the underlying zoning district that would apply if the PUD zoning were not in place would be B-3, Highway Business. One of the primary objectives of the Comprehensive Plan is the orderly development and use of land, consistent with consideration for other land uses in the neighborhood of the subject property. As shown on the map below, and noted above, the subject property is in an area of mixed commercial and residential uses, indeed abutting residential development on one side of the property. The Community Commercial designation is designed to be a "low -scale" retail area along major roadways that serve the community. 3 Planning Commission Agenda — 10/05/2021 When the original PUD was granted for the commercial self -storage facility on this property, it was specifically noted that outdoor storage of materials on the site would not be permitted. In Monticello, outdoor storage of materials is a use that is specifically relegated to industrial districts. Such areas often create a significant amount of noise and other activity that is not compatible with neighboring "low -scale" uses, and particularly problematic for single-family residential areas, where outdoor activities rely on relative quiet and non -industrial activity on adjoining property. The applicant's narrative seeks to distinguish this use as "Open Sales" accessory use, as opposed to outdoor storage. However, "Open Sales" uses involve retail transactions where customers may visit the retail site, inspect the goods, pay for the materials, and transport them from the retailer. This type of transaction is distinguished from the current proposal in that the storage boxes are stored on the site, loaded, and delivered to off-site customers, all without the customer's ability to pick up and take any retail goods with them from the retail location. This is fundamentally not a retail activity, as would be implied by the "Open Sales" land use category. Further, the zoning ordinance definition for Outdoor Storage is directly applicable to the proposed use. That definition reads as follows: OUTDOOR STORAGE: The keeping, in an un -roofed area, of any goods, material, merchandise, or vehicles in the same place for more than twenty-four (24) hours. This shall not include the display of vehicles for sale in a new or used car sales lot. Outdoor storage is prohibited in commercial districts and is specifically prohibited by the language of the Affordable Self -Storage PUD. The applicant's materials do not specify, but the process by which the storage boxes would be transferred to and from the site would be via truck and some manner of jack or crane, increasing the equipment activity and noise on the site. This activity is expected in an industrial area, but not in a commercial district, and especially not in proximity to a residential neighborhood. The proposed storage of these units on the property is therefore an industrial one, and incompatible with the proximity of the use to residential property. The narrative further notes that the original PUD district references accessory uses in the "Industrial" areas as potentially allowed uses in the Affordable Storage PUD District. While staff believes that the original reference is a typographical error— noting that outdoor storage was expressly not allowed in the district language — industrial use would be inappropriate in this 4 Planning Commission Agenda — 10/05/2021 location based on the impacts and discussion previously noted. As part of any amendment consideration, staff would request that the City amend the ordinance of the PUD to correct this language to "Commercial." Further, the City's fire department officials have noted concern with the storage of the proposed boxes on the site, which were not anticipated when the original plan was approved. The locations restrict fire -fighting access to portions of the property, most significantly, to the west side of the line of stored boxes along the west boundary of the site. Moreover, the revised site plan shows a large area of snow storage in the southwest corner of the site that would make the fire hydrant in that location inaccessible. The Fire Marshal has requested an apparatus turning template be prepared to demonstrate maneuverability within the site with the unit locations as proposed. As noted in prior review, there is one self -storage site in Monticello that was granted an interim use permit for temporary storage boxes in the past. That site is the Storage Link facility at Dundas Road and Cedar Street. The City granted the IUP for this site as a temporary measure to accommodate expansion of the facility. There are at least three major aspects of this prior approval that differentiate it from the Affordable Storage request. First, the Storage Link facility abuts undeveloped commercial land. There is no residential in near proximity to the site. Moreover, the facility sits at the intersection of roads that serve exclusively commercial properties west, north and south, and industrial property to the east. Second, the Storage Link temporary storage boxes are utilized as an interim storage use, and have only limited, if any, trucking and active machinery at the site. As such, there is much less likelihood of noise disruption to surrounding land uses, particularly as the adjoining property was anticipated to be vacant for some time. Finally, as noted, the permit granted was an Interim Use Permit, acknowledging that the proposed storage units were temporary in nature. While no adjoining development was anticipated in the near term, removal of the temporary storage is required at the expiration of the IUP term and adjoining development (now a part of the Chelsea Commons planning area) would then develop without the impacts of temporary storage on that site. In summary, the proposed storage box business would introduce what is commonly considered to be an industrial activity to the Affordable Storage PUD site. As noted, PUD requires a finding that the proposed development meets and exceeds the City's land use goals in exchange for relaxation of certain zoning requirements. Introduction of an industrial use on property guided for "low -scale" commercial use, adjacent to a low-density single-family neighborhood would be counter to this requirement. 5 Planning Commission Agenda — 10/05/2021 STAFF RECOMMENDED ACTION For Decision 1, Staff recommends Alternative 2, denial of the PUD Amendment. As noted in this report, the addition of outdoor storage, and the nature of the storage in question which would entail heavy equipment and truck operations to support it, would be inconsistent with the intent of the land use direction specified by the Comprehensive Plan, and incompatible with the uses directly adjoining the subject property, particularly that of the single-family residential neighborhood to the south of the subject property. For Decision 2, Staff recommends Alternative 1, which would correct the prior error in the adopted ordinance for the Affordable Storage PUD consistent with the intent of the original approved plans. Staff would ask the Planning Commission to specify a removal date within their motion. Per ordinance, staff typically allows up to 30 days for correction of a code violation. SUPPORTING DATA A. Resolution PC -2021-037 B. Aerial Site Image C. Applicant Narrative D. Proposed Site Plan and Detail E. Affordable Self -Storage PUD Ordinance F. Ordinance Excerpts G. Monticello 2040 Vision + Plan, Excerpts Z. Conditions of Approval EXHIBIT Z Lot 11, Block 4, Groveland Addition Affordable Storage PUD Amendment 1. If Planning Commission motions to recommend approval of the amendment to PUD to allow the proposed storage units, staff would recommend that Commission provide a list of conditions applicable to the proposed use on the site. 0 CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2021-037 RECOMMENDING DENIAL OF AN AMENDMENT TO THE AFFORDABLE STORAGE PLANNED UNIT DEVELOPMENT REVISING THE SITE USES IN THE AFFORDABLE STORAGE PUD ZONING DISTRICT, AND AMENDING FOR CORRECTION THE LANGUAGE OF SAID DISTRICT TO REMOVE REFERENCES TO INDUSTRIAL ACCESSORY USES WHEREAS, the applicant has submitted a request to revise certain aspects of an existing self -storage project, including the addition of outdoor storage and handling of individual "storage boxes"; and WHEREAS, the site is zoned PUD, Planned Unit Development, and is subject to a previously approved Planned Unit Development ordinance; and WHEREAS, the proposed use and development are inconsistent with the Comprehensive Land Use Plan designation of "Community Commercial" for the area; and WHEREAS, the proposed amendment would create impacts that are incompatible with the adjoining single family residential neighborhood, including noise, truck and machinery operations, and other effects; and WHEREAS, the applicant has provided updated materials describing the changes, which are associated with industrial uses in Monticello's land use regulations; and WHEREAS, the uses are inconsistent with the intent and purpose of the underlying zoning district, which is "Community Commercial", and anticipates only "low -scale" commercial activities; and WHEREAS, the uses will create unanticipated changes to the demand for public services on or around the site; and WHEREAS, the storage proposed meets the Zoning Ordinance definition of "Outdoor Storage", an industrial use; and WHEREAS, references in the current language of the Affordable Storage PUD District to industrial accessory uses require amendment to delete said references and clarify the prohibition of such uses; and WHEREAS, the Planning Commission held a public hearing on October 51", 2021 on the application and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2021-037 WHEREAS, the Planning Commission has considered all of the comments and the staff report, which are incorporated by reference into the resolution; and WHEREAS, the Planning Commission of the City of Monticello makes the following Findings of Fact in relation to the recommendation of denial: The proposed uses are inconsistent with the intent and purpose of the Affordable Storage PUD Zoning District. The proposed uses are inconsistent with the existing and future land uses in the area in which they are located, including both the adjoining commercial uses as well as the adjoining single family residential area. The impacts of the improvements exceed those anticipated by the existing and future land uses and cannot addressed through standard review and ordinances as adopted. 4. The planned amendments do not meet the intent and requirements of the applicable zoning regulations. 5. The existing storage uses related to this request for amendment are not consistent with the terms of the approved PUD and must be removed from the site no later than .2021. NOW, THEREFORE, BE IT RESOLVED, by the Planning Commission of the City of Monticello, Minnesota, that the Planning Commission hereby recommends that the Monticello City Council denies the Planned Unit Development Amendment for Affordable Storage and amend the language of the Affordable Self -storage District to remove references to Industrial accessory uses. ADOPTED this 51" day of October, 2021 by the Planning Commission of the City of Monticello, Minnesota. MONTICELLO PLANNING COMMISSION Paul Konsor, Chair ATTEST: Angela Schumann, Community Development Director 2 O A D L O V) W V/V L 0 r) D 0- O +-+ E W E Q E L M� W N O O L (A c -I LnC"I 0 Q N r -I Ln Lf) 7i C) d c O C Co v O L U O co r -61O _! N Cl) U � J Z J N W c O W cI W 0_ X U ix o m ~ Z O Y a 2 IA V) a o' Y O w O r-+ m J o NZ W o Q Z U r1 H O O 0 w w 41 L C � o: a u O d N d N 00 co O J W V Z O 2 W O} F- V r1 0 c-� v41 IZT 0 Y V O m r-4 r1 O C O �i u Q) 0 x O CO KB Properties PUD Amendment and Corresponding CUP Affordable Storage provides public self storage, with multiple locations in MN. The company has invested nearly $4MM in its 6.28 acre Monticello location and has provided a much needed service to the community. In addition to providing an in -demand service for local residents, Affordable Storage also contributes over $62,000 in annual property taxes, while placing very little demand on municipal services. In September of 2017, the City Council approved a PUD for Affordable Storage, located at 10111 Innsbrook Drive, and recently approved an amendment related to screening on this property (October 2020). Affordable Storage is proposing Accessory Use activities identified as "Open Sales" in the MZO within their current PUD. Subsection C of the Affordable Self -Storage PUD District in the Monticello Zoning Ordinance (MZO) outlines the permitting of an Accessory Use as follows: (c) Accessory Uses. Accessory uses shall be those commonly accessory and incidental to industrial uses, and as specifically identified by the approved final stage PUD Plans, but shall not include outdoor storage or other activities. "Open Sales" is defined on Page 495 of the MZO as follows: OPEN SALES: Any open land used or occupied for the purpose of buying, selling, and/or renting merchandise and for the storing of same prior to sale. This use includes all outdoor sales and display of goods and/or materials that are not specifically addressed as Outdoor Storage, Sidewalk Sales & Display, or Off -Street Vehicle Parking. As the display, leasing and sale of a "Portable Container" (Defined in MZO Page 499) is not specifically addressed as Outdoor Storage, Sidewalk Sales & Display, or Off -Street Vehicle Parking, the proposed use being defined as "Open Sales" is accurate. "Open Sales" is identified as an allowed Accessory Use, with a Conditional Use Permit (CUP), in the underlying B3 Zoning District, as well as the 11 Zoning District as outlined in Table 5-4 on Page 415 of the MZO. Subsection E of the Affordable Self -Storage PUD District in the Monticello Zoning Ordinance goes on to establish the method for amending the existing PUD for this Accessory Use CUP as follows: (e) Amendments. Where changes to the PUD are proposed in the manner of use, density, site plan, development layout building size, mass, or coverage, or any other change, the proposer shall apply for an amendment to the PUD under the terms of the Monticello Zoning Ordinance, Section 2.4 (O,)(10. The City may require that substantial changes in overall use of the PUD property be processed as a new project, including a zoning district amendment. Therefore, Affordable Storage, in accordance with the MZO, is applying for an Amendment to its existing PUD to grant a CUP for "Open Sales" as an Accessory Use. Affordable Storage is asking to be granted a PUD Amendment and CUP to allow for the utilization of 5,687 sq ft of at -grade space for the purpose of selling and renting merchandise and for the storing of the same prior to sale. This represents less than 7.5% of the current building space on site and 2% of the total land area of the parcel. This puts the request well within the Accessory Use guidelines as written in the MZO. The proposed locations for displaying varying size portable containers are outlined in the attached site -plan. This plan allows the maintaining of adequate site -circulation, fire access and snow removal. The area utilized for "Open Sales" will be neatly organized and screened from public view at a much higher standard than similar uses in the immediate area. There will be no assembly or manufacturing on site. All portable containers will be assembled off-site prior to being brought to the location to be displayed for the purpose of selling and/or renting. Although this accessory use will not substantially increase the amount of traffic, or noise at the site, Affordable Storage is willing to limit the hours for placement and replacement of the portable containers to Monday through Friday, between the hours of 10 a.m. and 4 p.m. Affordable Storage currently operates at 98% capacity for it's fixed location self -storage products indicating there is still substantial market demand for this use in the community. The addition of this Accessory Use will allow the company to not only serve more community members, but also serve them in a more convenient and affordable manner, capturing a growing trend in its industry. The proposed use has little to no measurable impacts on adjacent land owners, the general public right-of-way, or local infrastructure. There will be no changes to lighting, signage, garbage, or any other elements of the property. There will be no changes to the amount of impervious surface, or drainage on the site. Affordable Storage feels that this is an ideally suited location for this use and the request is in harmony with the area as well as the spirit of its original PUD. ir SNOW STORAGE AREA = 6,055 SF h'f A 20x81 2px8, 20X8, 1018, 2018 20 r8, 20X8 10,8 co o� 4 EA - 15'X8' p / STORAGE CONTAINERS i �\BGG SNOW STORAGE AREA = 5,330 SF \ SNOW STORAGE S�\BGG 4 EA - 7.5'X7.5' STORAGE CONTAINERS a. \\� 2 EA - 15'X8' QJ 1 STORAGE CONTAINERS 3 EA - 8'X8' o,/ G STORAGE CONTAINERS V\�O 2 EA5' 8' 1� STORAGE CONTAINERS 3 EA - 7.5'X7.5' STORAGE CONTAINERS 3 EA - 7.5'X7.5' STORAGE CONTAINERS 1 EA - 20'X8' STORAGE CONTAINER �0- �\BGG 4 EA - 7.5'X7.5' STORAGE CONTAINER �Q o, 4 EA - 7.5'X7.5' STORAGE CONTAINERS •i4 4 EA - 7.5'X7.5' / STORAGE CONTAINERS\Cj 4 EA - 7.5'X7.5' STORAGE CONTAINERS / SNOW STORAGE AREA = 15,525 SF / d d SNOW STORAGE AREA = 14,650 SF EpE EOF r X 0 30' SCALE: 1" = 30' LEGEND: 15'X8' PROPOSED STORAGE CONTAINER (SIZE OF UNIT INDICATED ON PLAN) SNOW STORAGE AREA SITE PLAN NOTES: 1. PROPOSED STORAGE POD CONTAINERS SHALL BE LOCATED ON EXISTING IMPERVIOUS SURFACE IN LOCATIONS SHOWN ON THE PLAN. 2. SNOW SHALL BE STORED IN LOCATIONS INDICATED ON PLAN. SITE PLAN INFORMATION: PARCEL AREA: la � • 6.28 ACRES ± AREA (SF) N0. OF CONTAINERS SITE DATA EXISTING / PROPOSED PAVEMENT AREA � SF al 76,144 SF PERVIOUS AREA r X 0 30' SCALE: 1" = 30' LEGEND: 15'X8' PROPOSED STORAGE CONTAINER (SIZE OF UNIT INDICATED ON PLAN) SNOW STORAGE AREA SITE PLAN NOTES: 1. PROPOSED STORAGE POD CONTAINERS SHALL BE LOCATED ON EXISTING IMPERVIOUS SURFACE IN LOCATIONS SHOWN ON THE PLAN. 2. SNOW SHALL BE STORED IN LOCATIONS INDICATED ON PLAN. SITE PLAN INFORMATION: PARCEL AREA: AREA (SF) BUILDING 1 • 6.28 ACRES ± AREA (SF) N0. OF CONTAINERS SITE DATA EXISTING / PROPOSED PAVEMENT AREA 121,956 SF BUILDING AREA 76,144 SF PERVIOUS AREA 75,316 SF TOTAL AREA 273,416 SF PROPOSED STORAGE CONTAINERS AREA (SF) BUILDING 1 CONTAINER SIZE AREA (SF) N0. OF CONTAINERS TOTAL AREA (SF) OF STORAGE 20'X 8' 160 17 2,720 15'X 8' 120 10 1,200 8'X 8' 64 3 192 7.5'X 7.5' 56 281 1,575 5,130 TOTAL AREA OF CONTAINERS 5,687 EXISTING BUILDINGS AREA (SF) BUILDING 1 3,364 BUILDING 2 4,530 BUILDING 3 5,130 BUILDING 4 4,530 BUILDING 5 5,130 BUILDING 6 4,530 BUILDING 7 5,130 BUILDING 8 4,230 BUILDING 9 5,130 BUILDING 10 3,930 BUILDING 11 5,130 BUILDING 12 3,930 BUILDING 13 5,130 BUILDING 14 3,030 BUILDING 15 5,130 BUILDING 16 5,130 BUILDING 17 3,030 TOTAL 76,144 STORAGE CONTAINER: z O D_ U U7 w 0 uO MI* 0 v 10� Z N 0 U 0 U 0 U 0 v N oW WV_ W p O li QW 9 U. .. N WN m m m 0w Qcow UJ ZH LD z Y O Q W C2 CD Lu D D D U D IL Z MI* 0 v 10� Z wN Zm W (n Y C oW WV_ W S2 umj -c li QW 9 U. .. C7W WN �WUJ ~0�0 y� Qcow UJ ZH m yN r1� ♦^ mzz XT LL v Oaj°C WWO 0 Z5 z JVW o - OJ c) LL, W a A U Lu z z LU J Q o Q U z u r QC Q O = LL U C Q Lu J Ln O 0- J W DC O W 0oU Lu c) p~L/)z Z I= 0 0 2 0 ILL ILL LL G 0 LL m O Q U F-- U SHEET N0. CHAPTER 3: ZONING DISTRICTS Section 3.8 Planned Unit Development Districts Subsection Q) Special Use Overlay District (b) Permitted Uses. Permitted principal uses in the Autumn Ridge PUD District shall be single family residential uses as found in the "T -N", Traditional Neighborhood Zoning District, subject to the approved Final Stage Development Plans and development agreement dated September 11th, 2017, as may be amended. The introduction of any other use from any district, including Conditional Uses in the T -N District, shall be reviewed under the requirements of the Monticello Zoning Ordinance, Chapter 2, Section (0) — Planned Unit Developments for Development Stage PUD and Final Stage PUD. (c) Accessory Uses. Accessory uses shall be those commonly accessory and incidental to residential uses as allowed in the T -N District, and as specifically identified by the approved final stage PUD plans. (d) District Performance Standards. Performance standards for the development of any lot in the Autumn Ridge PUD District shall adhere to the approved final stage PUD plans and development agreement. In such case where any proposed improvement or use is not addressed by the Final Stage PUD, then the regulations of the T -N, Traditional Neighborhood District shall apply. (e) Amendments. Where changes to the PUD are proposed in the manner of use, density, site plan, development layout, building size, mass, or coverage, or any other change, the proposer shall apply for an amendment to the PUD under the terms of the Monticello Zoning Ordinance, Section 2.4 (0)(10). The City may require that substantial changes in overall use of the PUD property be processed as a new project, including a zoning district amendment. (8) Affordable Self -Storage PUD District (a) Purpose. The purpose of the Affordable Self -Storage PUD District is to provide for the development of certain real estate subject to the District for commercial land uses. (b) Permitted Uses. Permitted principal uses in the Affordable Self -Storage PUD District shall be self -storage uses as found in the B-3, Highway Business District of the Monticello Zoning Ordinance, subject to the approved Final Stage Development Plans dated September 11, 2017 and development agreement dated September I Vh, 2017, as may be amended. The introduction of any other use from any district, including Conditional Uses in the B-3 District, shall be reviewed under the requirements of the Monticello Zoning Ordinance, Chapter 2, Section (0) — Planned Unit Developments for Development Stage PUD and Final Stage PUD. Page 222 City of Monticello Zoning Ordinance CHAPTER 3: ZONING DISTRICTS Section 3.8 Planned Unit Development Districts Subsection Q) Special Use Overlay District (c) Accessory Uses. Accessory uses shall be those commonly accessory and incidental to industrial uses, and as specifically identified by the approved final stage PUD Plans, but shall not include outdoor storage or other activities. (d) District Performance Standards. Performance standards for the development in the Affordable Self -Storage PUD District shall adhere to the approved final stage PUD plans and development agreement. In such case where any proposed improvement or use is not addressed by the Final Stage PUD, then the regulations of the B-3, Highway Business District shall apply. (e) Amendments. Where changes to the PUD are proposed in the manner of use, density, site plan, development layout, building size, mass, or coverage, or any other change, the proposer shall apply for an amendment to the PUD under the terms of the Monticello Zoning Ordinance, Section 2.4 (0)(10). The City may require that substantial changes in overall use of the PUD property be processed as a new project, including a zoning district amendment. (9) Rivertown Suites PUD District (a) Purpose. The purpose of the Rivertown Suites PUD District is to provide for the development of certain real estate subject to the District for multiple family residential land uses. (b) Permitted Uses. Permitted principal uses in the Rivertown Suites PUD District shall be multiple family residential uses as found in the R-4, Medium - High Density Residential District of the Monticello Zoning Ordinance, subject to the approved Final Stage Development Plans dated July 23, 2018 and development agreement dated September 7, 2018, as may be amended. The introduction of any other use from any district shall be reviewed under the requirements of the Monticello Zoning Ordinance, Chapter 2, Section (0) — Planned Unit Developments for Development Stage PUD and Final Stage PUD. (c) Accessory Uses. Accessory uses shall be those commonly accessory and incidental to residential uses, and as specifically identified by the approved final stage PUD plans. (d) District Performance Standards. Performance standards for the development of any lot in the Rivertown Suites PUD District shall adhere to the approved final stage PUD plans and development agreement. In such case where any proposed improvement is not addressed by the final stage PUD, then the regulations of the R-4, Medium -High Density Residential District shall apply. City of Monticello Zoning Ordinance Page 223 CHAPTER 5: USE STANDARDS Section S.3 Accessory Use Standards Subsection (C) Table of Permitted Accessory Uses (3) Table of Permitted Accessory Uses and Structures Page 414 City of Monticello Zoning Ordinance Accessory Building — P P P P P P P P P P P P P P P P minor ( 5.3 D1( 1 I Accessory Building — P P P P P P P C P P P P P P P Pmajor 5.3 D 2 Adult Use — accessory LP] C 5.3 Q 3 Agricultural Buildings 5.3 LQJ 4 Air Conditioning Units P I P P P P P P P P P P P P P P P Automated Teller Machines (ATMs) P P P P P P P P S. 3(D)(51 Automobile Repair — C Major 5.3(D Automobile Repair — Minor C C 5.3 UD 7 Boarder(s) P P p 5.3 UD 8 Bulk Fuel Sales/Storage P P P C ICI C 5.3 D 9 Cocktail Room (Retail Sales Accessory to Micro- C C C C C C Distillery) 5.3(D�(10) Co -located Wireless Telecommunications C C C C C C C C C C C C C C C C Antennae 4.13(E) Columbarium (Accessory P P P P P P P use to Cemeteries) 5.3"D "11 Commercial Canopies P P P P P P P P 5.3(D 12) Commercial Transmission/ Reception Antennae/ C C C C C C Structures 4.13(D) Donation Drop-off P P Containers 5.3 LD13 Drive -Through Services P P P C P P P 5.3 Q114 Entertainment/ Recreation C C C C 14 5.3 D 15 — Outdoor Commercial Fences or Walls p p p p p p p p p p p p p p p P 4.3 Greenhouse/Conservatory p p p p p p p P P P P P P P P P 5.3 D 16 non-commercial Heliports C C C C C 5.3 D 17 Home Occupations P P P P P P P p p P 5.3 D 18 Indoor Food / p p p p p p p p 5.3 D 19 Convenience Sales Page 414 City of Monticello Zoning Ordinance CHAPTER 5: USE STANDARDS Section 5.3 Accessory Use Standards Subsection (C) Table of Permitted Accessory Uses City of Monticello Zoning Ordinance Page 415 ' . - -. Indoor Storage P P P P p P 5.3 D 20 Incidental Light p p p p P 5.3(D)(21) Manufacturing Machinery/Trucking :�iEc 5.3(D)(22) Repair & Sales Office P P P P P P none Off-street Loading p p C P P P P P P P 4.9 Space Off-street Parking P P P P P P P P P P P P P P P P 4.8 Open Sales P h C C C 5.3(D(23) Operation and storage of agricultural P 5.3(D)(24) vehicles, equipment, and machinery Outdoor Seating — Accessory to restaurant, bar, production brewery with P\C P\C P\C P\C 5.3(D)(25) taproom, microdistillery with cocktail room, and/or brewpubs Outdoor Sidewalk Sales & Display P P P P P P P P 5.3(D)(26) (businesses) Residential 5.3(D)(27)(a) Outdoor Storage P P P P P P P P P P Industrial 5.3 D 27 b Park Facility Buildings & P P P P P P P P P P P P P P P P 5.3(D)(28) Structures (public) Private Amateur 4.13(6) Radio P P P P P P P P P P P P P P P P Private Receiving Antennae and P P P P P P P P P P P P p p p p 4.13(C) Antenna Support Structures City of Monticello Zoning Ordinance Page 415 CHAPTER 5: USE STANDARDS Section 5.3 Accessory Use Standards Subsection (D) Additional Specific Standards for Certain Accessory Uses (D) Additional Specific Standards for Certain Accessory Uses (1) Accessory Building — Minor (a) Minor accessory buildings do not require a building permit, but shall comply with all applicable zoning regulations. (b) In the M -H district, one minor accessory building for storage of equipment and refuse is permitted for each manufactured home provided the accessory building can meet all required setbacks, and is designed of weather resistant material that will enhance the general appearance of the lot. (2) Accessory Building — Major (a) In all residential districts except M -H, the following shall apply: (i) Size Page 416 City of Monticello Zoning Ordinance Retail Sales of Goods (as P P P P P P C C 5.3(D)(29) part of an office or industrial use Shelters (Storm or P P P P P P P P P P P P P P P P 5.3(D)(30) Fallout Sign(s) P P P P P P P P P P P P P P P P 5.3 D31 Solar Energy System P P P P P P P P P P P P P P P P 5.3(D)(32) Swimming Pool P P P P P P P P P P P P P P P P 5.3(D)(33) Taproom (Retail Sales C C C C C C 5.3(D)(34) Accessory to Production Brewer Large Trash Handling and P P P P P P P P P P P P 5.3(D)(35) Recycling Collection Area Wind Energy Conversion C CC 7 C C 5.3(D)(36) System, Commercial Wind Energy Conversion C C C C C C C C C C C C C C C C 5.3(D)(37) System, Non-commercial Wireless Telecommunications Support Structures C C C C C C C 4.3"E 4.3(Fl (D) Additional Specific Standards for Certain Accessory Uses (1) Accessory Building — Minor (a) Minor accessory buildings do not require a building permit, but shall comply with all applicable zoning regulations. (b) In the M -H district, one minor accessory building for storage of equipment and refuse is permitted for each manufactured home provided the accessory building can meet all required setbacks, and is designed of weather resistant material that will enhance the general appearance of the lot. (2) Accessory Building — Major (a) In all residential districts except M -H, the following shall apply: (i) Size Page 416 City of Monticello Zoning Ordinance CHAPTER 8: RULES & DEFINITIONS Section 8.4 Definitions Subsection (8) Lots or on the effective date of any amendment of this Ordinance, that does not comply with the use regulations of this Ordinance or the amendment. NURSING HOME (CONVALESCENT HOME): A facility that provides nursing services and custodial care generally on a 24-hour basis for two or more unrelated individuals who for reasons of illness, physical infirmity, or advanced age, require such services; but not including hospitals, clinics, sanitariums, or similar institutions. OBSTRUCTION (in relation to flood plains): Any dam, wall, wharf, embankment, levee, dike, pile, abutment, projection, excavation, channel modification, culvert, building, wire, fence, stockpile, refuse, fill, structure, or matter in, along, across, or projecting into any channel, watercourse, or regulatory flood plain which may impede, retard, or change the direction of the flow of water, either in itself or by catching or collecting debris carried by such water. OFFICE USE: An establishment primarily engaged in providing professional, financial, administrative, clerical, and similar services. OFF-STREET LOADING SPACE: A space accessible from the street, alley or way, in a building or on the lot, for the use of trucks while loading or unloading merchandise or materials. Such space shall be of such size as to accommodate one (1) truck of the type typically used in the particular business. OPACITY (OPAQUE): A measurement indicating the degree of obscuration of light or visibility. An object that is 100% opaque is impenetrable by light. OPEN SALES: Any open land used or occupied for the purpose of buying, selling, and/or renting merchandise and for the storing of same prior to sale. This use includes all outdoor sales and display of goods and/or materials that are not specifically addressed as Outdoor Storage, Sidewalk Sales & Display, or Off -Street Vehicle Parking. OPEN SPACE: An area on a lot not occupied by any structure or impervious surface. OPEN SPACE, USABLE: A required ground area or terrace area on a lot which is graded, developed, landscaped, and equipped and intended and maintained for either active or passive recreation or both, available and accessible to and usable by all persons occupying a dwelling unit or rooming unit on the lot and their guests. Such areas shall be grassed and landscaped or covered only for a recreational purpose. Roofs, driveways, and parking areas shall not constitute usable open space. City of Monticello Zoning Ordinance Page 495 CHAPTER 8: RULES & DEFINITIONS Section 8.4 Definitions Subsection (B) Lots ORDINARY HIGH WATER (new shoreland district code): The boundary of public waters which may include wetlands, and shall be an elevation delineating the highest water level which has been maintained for a sufficient period of time to leave evidence upon the landscape, commonly that point where the natural vegetation changes from predominantly aquatic to predominantly terrestrial. For watercourses, the ordinary high water level is the elevation of the top of the bank of the channel. For reservoirs and flowages, the ordinary high water level is the operating elevation of the normal summer pool. OUTDOOR STORAGE: The keeping, in an un -roofed area, of any goods, material, merchandise, or vehicles in the same place for more than twenty-four (24) hours. This shall not include the display of vehicles for sale in a new or used car sales lot. OUTPATIENT CARE: Medical examination or service available to the public in a hospital. This service is provided without overnight care and shall be considered a separate, independent, principal use when combined or operated in conjunction with a hospital. OWNER: The person or entity with a legal or equitable interest in the land on which the construction activities will occur. PARAPET: A low wall which is located perpendicular to (extension of front wall) a roof of a building. PARK FACILITY, ACTIVE: A park or recreation facility that includes one or more of the following: buildings, lighting, ball fields, tennis courts, swimming pools, skate parks, golf courses, or other active sports facilities. Active park facilities will commonly include benches, picnic areas, trails, sidewalks, and other similar features. PARK FACILITY, PASSIVE: A park or recreational facility that does not include the construction of facilities, lighting, or development of ball fields or other active sports facilities. Passive parks may include benches, picnic areas, trails and sidewalks. PARKING, OFF-STREET: The act of keeping a passenger vehicle as defined herein and/or small commercial vehicles, recreational vehicles and emergency vehicles as defined herein, on an approved parking space, properly surfaced, for a period of less than twenty-four (24) hours. PARKING BAY: The parking module consisting of one or two rows of parking spaces or stalls and the aisle from which motor vehicles enter and leave the spaces. PARKING ISLAND: Landscaped areas within parking lots used to separate parking areas and to soften the overall visual impact of a large parking area from adjacent properties. Page 496 City of Monticello Zoning Ordinance CHAPTER 8: RULES & DEFINITIONS Section 8.4 Definitions Subsection (8) Lots RIVER, TRIBUTARY: Rivers in the Protected Public Waters Inventory that are not classified by the DNR as an agricultural, forested, remote or transition river. ROOF: The exterior surface and its supporting structure on the top of a building or structure. The structural makeup of which conforms to the roof structures, roof construction and roof covering sections of the International Building Code. ROOT ZONE: The area inside the dripline of a tree that contains its roots. SCHOOL, Pre -K-12: A public or private school offering general, technical, or alternative instruction at the elementary, middle, or high school level that operates in buildings or structures on land leased or owned by the educational institution for administrative purposes. Such uses include classrooms, vocational training (including that of an industrial nature for instructional purposes only in middle or high schools), laboratories, auditoriums, libraries, cafeterias, after school care, athletic facilities, dormitories, and other facilities that further the educational mission of the institution. SCHOOL, HIGHER EDUCATION: A public or private non-profit institution for post- secondary education or a public or private school offering vocational or trade instruction to students. Such educational institutions operate in buildings or structures on land leased or owned by the educational institution for administrative purposes. Such uses include classrooms, vocational training (including that of an industrial nature for instructional purposes only), laboratories, auditoriums, libraries, cafeterias, after school care, athletic facilities, dormitories, and other facilities that further the educational mission of the institution. SCROLLING TEXT: A type of dynamic sign movement in which the letters or symbols move horizontally across the sign in a continuous scroll, permitting a viewer to observe the message over time. Scrolling shall not include flashing or other types of video movement. SEDIMENT CONTROL: Measures and methods employed to prevent sediment from leaving the site. SELF -STORAGE FACILITY: A building or group of buildings that contains equal or varying sizes of individual, compartmentalized, and controlled access stalls or lockers for the storage of residential or commercial customer's goods or wares. SEDIMENT: The product of an erosion process; solid material both mineral and organic, that is in suspension, is being transported, or has been moved by water, air or ice, and has come to rest on the earth's surface either above or below water level. City of Monticello Zoning Ordinance Page 501 FUTURE LAND USE MAP COMMERCIAL DESIGNATIONS There are four commercial and mixed land use designations as follows: Community Commercial A Community Commercial designation applies to existing commercial uses along State Highway 25, School Boulevard and Chelsea Road, as well as other small pockets of Monticello that include existing shopping centers, retailers and entertainment uses. The intent of Community Commercial is to provide locations for everyday retail goods and services generally oriented to a city-wide basis. Regional Commercial A Regional Commercial designation applies to areas targeted for uses that serve the traveling public and larger retail uses and commercial development intended for a regional market. This designation is generally applied to various areas along the Interstate 94 corridor with high visibility. The development character of the regional commercial development will continue to be auto -oriented, large format commercial uses such as `big -box' uses and other uses that require a large parking area. Looking to the future, opportunities for connectivity and design linkages between such development and nearby uses and neighborhoods will be emphasized. Downtown Mixed -Use The Downtown Mixed -Use category identifies and designates the downtown area as a primary development focus for downtown intended to improve, revitalize and redevelop Downtown Monticello as envisioned in the 2017 Downtown Small Area Plan. The goal is to transform downtown into a thriving commercial area with new mixed-use, specialty retail and restaurant uses with enhanced streetscape and pedestrian amenities. Entertainment uses, co -working spaces, boutiques and cafes are also envisioned. New downtown development should also embrace and be oriented towards the river whenever possible. Commercial/Residential Flex The Commercial/Residential Flex designation encourages the mix of flexible and compatible development of commercial, office, retail and residential uses in limited areas of the city on the same or adjacent properties. The purpose of this designation is to give the city and property owners flexibility for future land use based on market demand. The Commercial/Residential Flex designation is applied to a few of the remaining large vacant parcels in the City including the parcels located south of Chelsea Road and north of School Boulevard and centered along Dundas Road. This designation is also applied to parcels located between Interstate 94 and 7th Street West. These properties may be developed as commercial, residential, or mixed land uses under the city's PUD zoning, subject to review and approval of the City. TABLE 3.3.- FUTURE LAND USE COMMERCIAL ACREAGES Land Use CategoriesAcreage Community Commercial 125 Regional Commercial 433 Downtown Mixed -Use 48 Commercial and Residential Flex 174 Source: Monticello Downtown Small Area Plan (2017) 60 (« LAND USE, GROWTH AND ORDERLY ANNEXATION COMMUNITY COMMERCIAL (CC) The Community Commercial designation includes low -scale retail, service, and office uses located along the City's arterials and collector streets. Some of these areas are developed as auto -oriented "strip" shopping centers while others are freestanding offices, commercial uses, or clusters of businesses intended to meet the needs of the community at large. Typical retail uses would include supermarkets, drug stores and miscellaneous local -serving retail stores and services. Typical office commercial uses might include banks, finance, real estate, medical and dental offices, and professional services. Typical service commercial uses might include gas stations, restaurants including fastfood, used car sales, and minor auto repair businesses. MONTICELLO 2040 VISION + PLAN Secondary Mode Shared bike/ pedestrian facilities • Floor Area Ratio (FAR) 0.30 to 0.50 • Height - 1-2 stories • Lot Area - N/A DEVELOPMENT O' 2018 Correlating J Zoning District B-2 Limited Business District B-3 Highway Business District Primary Mode Vehicular with access to collectors and arterials Transit or shuttle service Secondary Mode Shared bike/ pedestrian facilities • Floor Area Ratio (FAR) 0.30 to 0.50 • Height - 1-2 stories • Lot Area - N/A DEVELOPMENT O' 2018 Correlating J Zoning District B-2 Limited Business District B-3 Highway Business District MINUTES REGULAR MEETING - MONTICELLO PLANNING COMMISSION Tuesday, October 5th, 2021- 6:00 p.m. Mississippi Room, Monticello Community Center Commissioners Present: Paul Konsor, Andrew Tapper, Eric Hagen and Teri Lehner Commissioners Absent: Alison Zimpfer Council Liaison Present: Charlotte Gabler Staff Present: Angela Schumann, Steve Grittman (NAC), Hayden Stensgard, and Ron Hackenmueller 1. General Business A. Call to Order Chairperson Paul Konsor called the regular meeting of the Monticello Planning Commission to order at 6:00. B. Consideration of approving minutes a. Special Meeting Minutes — July 6, 2021 b. Regular Meeting Minutes — August 7th, 2021 c. Regular Meeting Minutes — September 7th, 2021 ERIC HAGEN MOVED TO APPROVE THE AUGUST 7th AND SEPTEMBER 7th PLANNING COMMISSION MEETING MINUTES. TERI LEHNER SECONDED THE MOTION. MOTION APPROVED UNANIMOUSLY, 4-0. ERIC HAGEN MOVED TO TABLE THE JULY 6th SPECIAL MEETING MINUTES APPROVAL; PAUL KONSOR SECONDED THE MOTION. MOTION CARRIED UNANIMOUSLY 4-0. C. Citizen Comments None D. Consideration of adding items to the agenda None E. Consideration to approve agenda ANDREW TAPPER MOVED TO APPROVE THE OCTOBER 5, 2021, PLANNING COMMISSION MEETING AGENDA, ERIC HAGEN SECONDED THE MOTION, MOTION CARRIED UNANIMOUSLY 4-0. 2. Public Hearing A. Public Hearing — Consideration of request for Amendment to Planned Unit Development for expansion of an existing Vehicle Sales & Rental use in a B-3 (Highway Business District). Applicant: Ashbrook, Aeron Planning Commission Minutes—October 5, 2021 Steve Grittman provided an overview of the application. The PUD that is in place in this location was put in place to accommodate the shared access between West Metro as well as Cornerstone. The expansion would be an addition to the already existing building on site. The applicant provided two different plans for the one expansion proposed. The first one included service bays for vehicles to be worked on, the second set of plans also included the service bays, but also had a second story on the expansion for office space. If plans are approved, the applicant will move forward with the plans that include the second story. The expansion would have very little impact on the site plan. This use is an allowed use in the zoning district and the expansion fits the site, causing no setback issues. Staff believes the use is consistent with both the function of the property as well as the intent of the PUD. Staff recommends approval of the amendment to the conditional use permit with the conditions noted in Exhibit Z. Eric Hagen asked how far the building would be from the Child Care Center next to it following completion of the expansion. Stephen Grittman said that the site plan showed a setback of about 35 from the property line and that there is a parcel that divides the property lines of both West Metro and the Child Care Center, which is roughly another 20 feet. The total space separating the two is about 55 feet. Paul Konsor opened the public hearing, hearing no comments, the public hearing was closed. Eric Hagen said that he believes it is a good use for the space and agrees with the staff s recommendation. Andrew Tapper said he did not see an issue regarding parking on the site. ERIC HAGEN MOVED TO ADOPT RESOLUTION NO. PC 2021-034, RECOMMENDING APPROVAL OF AMENDMENT TO THE PLANNED UNIT DEVELOPMENT, BASED ON THE FINDINGS IN SAID RESOLUTION ON THE CONDITIONS IDENTIFIED IN EXHIBIT Z, ANDREW TAPPER SECONDED THE MOTION, MOTION CARRIED UNANIMOUSLY 4-0. EXHIBIT Z Conditions for Approval Planned Unit Development Amendment for West Metro Buick GMC 1. The site plan shall be modified to specify intended off-street parking areas and related drives aisles. 2. The applicant address, to the satisfaction of the City, the handling of increased parking demand which may result from the addition of 2,736 square feet of new office space included in the "Plan B" development option. This dedicated parking should include adequate parking for employee counts under either option, and avoid on -street parking needs. Planning Commission Minutes—October 5, 2021 3. The height of the two-story development option (Plan A) shall be reduced to 30 feet. 4. The submitted building elevations shall be modified to specify intended finish materials that match the existing structure. 5. All new site signage shall be subject to sign permit processing. 6. Issues related to site grading, drainage and utilities shall be subject to comment and recommendation by the City Engineer. B. Public Hearing — Consideration of a request for Conditional Use Permit for Accessory Structure exceeding 1,200 square feet and a Variance to Accessory Structure square footage maximum of 1,500 square feet and Variance to side yard setback for an existing single-family residential use in the Central Community District, General Sub -District. Applicant: McCarty, Clarence Steve Grittman provided an overview of the land use application request. Grittman noted that there are three proposed resolutions, two of which needed action. The one is for the Conditional Use Permit and the other two have to do with the Variance request. The applicant is looking to add 20 -foot -wide garage on the east side of the house. The setback would be met as it is 6 feet from the property line. The added square footage of the garage would put the total square footage of accessory structures over 1,900 sq ft. The zoning code calls for single-family homes to not have more than 1,500 sq ft of accessory structures, but the code also calls for single-family homes to have an attached 2 -car garage. The issue brought forth would be whether to allow the applicant to exceed the threshold of 1,500 sq ft after the Condition Use request. Staff believes that the attached garage is a consistent use for the site. Grittman noted the variance request to exceed 1,500 sq feet has been seen recently in the past and has been denied subsequently. Staff s recommendation is to approve the Conditional Use Permit to exceed the 1,200 sq ft threshold up to 1,500 sq ft but deny the variance to exceed the 1,500 sq ft threshold. An option observed by staff would be to reduce the size of existing accessory structure to meet the maximum of 1,500 sq ft. Eric Hagen asked if there was any historical significance to the barn on the property where making changes to it would be a problem. Grittman responded that it is not on the historic register. Paul Konsor asked if there was an aerial view of the barn on site, to know that there were no additions to the barn since its first construction. Grittman responded saying that just based on observation of what information is currently available, it does look like it was added on at a later date. Andrew Tapper asked for clarification there is no verification of the age of the building. Grittman noted that the applicant would be able to better answer that question. Charlotte Gabler asked if the commission had been approached about a similar Planning Commission Minutes—October 5, 2021 situation with the applicant prior to this hearing. Grittman confirmed that the applicant had submitted a similar application for a different parcel. Paul Konsor opened the public hearing. Applicant Clarence McCarty said that there is no documentation regarding the age of the barn but is aware that it is over 150 years old. A colleague at the Wright County historical Society had told him that the barn used to be the town's livery stable. McCarty confirmed that the barn has been added on to, but it would not be applicable to remove any parts of the barn. Eric Hagen noted that it has been allowed before for applicants to go above the 1,200 square feet. Hagen also understands the use of the barn, the option is there to remove parts of accessory structures to meet the 1,500 square foot maximum, but it is not desirable. Steve Grittman clarified that variances were decided by hardship, meaning there is no other option. That has since changed to practical use, where as long as it seems like a reasonable request, the variance could be granted. Eric Hagen asked Steve Grittman if it still true that variances can be approved only if all conditions were met. Grittman responded saying that to approve a variance, the essentials include a unique condition to the property, that said condition was not created by the applicant, and that same condition creates practical difficulty in terms of putting the property to reasonable use. The term "reasonable use" offers flexibility in its definition. Eric Hagen said that it is certainly unique to have a barn in the middle of down. But it does not restrict the property from reasonable use. He also noted that even though the specific impeding structure may be a unique situation because it is a barn, if it was another type of structure causing the same problem, those two situations would be one in the same. Applicant Clarence McCarty noted that this condition was in fact not created by himself (the applicant) as the barn was built before the town was created. It would be difficult to remove any parts of accessory structures on the property, but believes the attached garage is a necessary structure for the property. Andrew Tapper said that if there was some validation of the significance of the barn, it would be a different story. Eric Hagen agrees with Tapper saying that if something makes this barn unique to any other structure, then it would be clearer to the variance approval. Hagen also noted that it may be a good idea to look at the separation between hardship and reasonable use noted earlier, this would also potentially give the applicant more time to see if there actually is some historical significance to the barn. Hearing no more public comments, Paul Konsor closed the public hearing. Paul Konsor said that his opinion is that any property has limitation to it, the Planning Commission Minutes—October 5, 2021 barn is in use and being utilized and the homeowner, due the ask for expansion, has outgrown the property. Unless there is something from a historical society, he could not see reason to approve the variance. Teri Lehner concurs with Paul Konsor that if there is something to make this historically significant beyond the barn just being old, then the variance would be easier to approve. Steve Grittman noted that it is discussed in the staff report that if the planning commission is looking for a way to approve this, those factors would need to be addressed, such as information claiming historical significance on the barn. Andrew Tapper asked that if the CUP was approved but the variance was denied, could the applicant come back with the variance to try to get it approved again. Grittman responded saying that they would need to do it within six months, or they could appeal it to the City Council. Councilmember Charlotte Gabler asked Steve Grittman if they approved the CUP and removed the part in exhibit z regarding the removal of existing accessory buildings to meet the 1,500 square foot maximum and said this property has met its max capacity for square footage and could not ask again, could that be possible. Steve Grittman said that could be a condition on the CUP, but it is unlikely to make this a binding agreement down the road, due to new councils being able to overturn the decision. Paul Konsor suggested approving the CUP and tabling the decision on the variance. Andrew Tapper asked the staff about the application deadline if the variance decision was tabled. Angela Schumann said that staff would need to send the applicant an extension letter, or the applicant would have to waive their 60 -day timeline. Commission would have until December 23rd, 2021, to make a decision on the variance. Eric Hagen believes that historical significance might not have anything to do with approving or denying the variance. Andrew Tapper responded that the commission would be looking for something binding or official. Eric Hagen does not see a way that this variance could be approved without it causing problems in the future with other decisions. Decision 1: Consideration of a Conditional Use Permit for a detached garage with a total of more than 1,200 square feet on a single-family parcel. ERIC HAGEN MOVED TO ADOPT RESOLUTION NO. PC 2021-035, RECOMMENDING APPROVAL OF THE CONDITIONAL USE PERMIT, BASED ON THE FINDINGS IN SAID RESOLUTION, AND THE CONDITIONS OF APPROVAL AS REQUIRED IN THE ORDINANCE AND IN EXHIBIT Z. SECONDED BY PAUL KONSOR. MOTION CARRIED UNANIMOUSLY 4-0. Planning Commission Minutes—October 5, 2021 Decision 2: Variance from the maximum total garage space on a single-family parcel. ERIC HAGEN MOVED TO ADOPT RESOLUTION NO. PC 2021-036 (DENIAL), DENYING THE VARIANCE FOR A DETACHED GARAGE EXCEEDING THE TOTAL SQUARE FOOTAGE ALLOWANCE OF 1,500 SQUARE FEET ON A SINGLE-FAMILY PARCEL, BASED ON THE FINDINGS IN SAID RESOLUTION. SECONDED BY TERI LEHNER. MOTION CARRIED 3-1 WITH PAUL KONSOR VOTING IN OPPOSITION. EXHIBIT Z Conditions for Approval Conditional Use Permit for 319 W 3rd St 1. A portion of the existing accessory building shall be removed such that a setback of not less than 6 feet is maintained along the north property line. 2. The amount of accessory garage (storage) space on the property shall not exceed 1,500 square feet. 3. No accessory buildings other than the new attached garage and the reconstructed detached building are permitted on the property. 4. The proposed attached garage is constructed per the provided plans. 5. No business use may be made of the building, and such building is utilized solely for the storage of personal residential equipment and materials. 6. The exterior materials used to finish the new attached accessory structure must match the existing home in material type and color. 7. No exterior lighting be attached to the garage that will glare onto adjoining property. 8. All exterior parking and storage shall meet the requirements of the zoning ordinance, and existing residential trailers, equipment, and other storage is removed from the site, lawfully parked in the rear yard, or stored in the accessory buildings on the property. 9. The disturbed areas of the site shall be seeded or sodded within one calendar year of the issuance of a certificate of occupancy. 10. Recommendations of the City Engineer. 11. Comments and recommendations of other staff. Planning Commission Minutes—October 5, 2021 C. Public Hearing — Consideration of request for an Amendment to the Affordable Storage Planned Unit Development for Proposed Portable Container Accessory Use. Applicant: Burnham, Keith Steve Grittman provided an overview of the land use application request. Grittman notes the applicant states that in the language of the PUD district, outdoor storage is an accepted accessory use, but staff believes this is a typographical error. As part of the original approval of the PUD, outdoor storage was not intended to be allowed. Staff believes the intent of the application was to accommodate a low -intensity commercial use in this location give its proximity to the residential area, which is consistent with the comprehensive plan in this area. The addition of the storage boxes to the site would introduce more traffic to the site, particularly equipment that would move these boxes on and off the site. Staff believes this is incompatible with the way the district was originally designed. The applicant suggests that the storage boxes are a form of outdoor display, which is allowed in some commercial areas in Monticello. In staffs view, this type of use differs from outdoor display. Staff recommends denial of the amendment to the planned unit development as proposed. Eric Hagen asked how this application is different from the one the applicant submitted in the month of August. Steve Grittman responded that the applicant withdrew the application prior and reconfigured the layout of the site and rewrote the application in a different form. Paul Konsor asked to clarify the decision on the table. Grittman clarified by describing the first decision as the amendment to the planned unit development proposed by the applicant. The second decision is from the City of Monticello staff that would correct the wording in the existing in the PUD, as the intent of the language was to reflect commercial uses, rather industrial uses. Eric Hagen asked if this language was specific to this Planned Unit Development. Grittman confirmed that this language is specific to this Planned Unit Development. Paul Konsor asked what the language clarification of language would do to the PUD. Grittman responded by saying that the applicant was relying on the language to allow this use the applicant is applying for. Staff is looking to clear this up so future confusion wouldn't be necessary. Tapper added on saying that this PUD has always been a Commercial district and not Industrial. Paul Konsor asked to clarify that conditions within a PUD is specific to the property the PUD relates to. Planning Commission Minutes—October 5, 2021 Grittman said that was correct. Paul Konsor asked why this language change would make a difference when the condition was already specific to only this property under discussion. Grittman described the way language is created specifically for PUD and that the grammatical error came when the PUD was created. Paul Konsor opened the public hearing. Tim Dolan of the Decklan Group, representing the applicant Keith Burnham, said that the applicant interpreted the PUD the way he read it, that is why the storage boxes were already placed on the site. The language in the PUD that the amendment would change is where a great deal of confusion came from regarding this application. The basics of the request is that the storage boxes on site are not outdoor storage. The applicant claims that these storage containers are not outdoor storage, but more so open sales. The definition of Open Sales in the code reads as follows: "OPEN SALES: Any open land used or occupied for the purpose of buying, selling, and/or renting merchandise and for the storing of same prior to sale. This use includes all outdoor sales and display of goods and/or materials that are not specifically addressed as Outdoor Storage, Sidewalk Sales & Display, or Off -Street Vehicle Parking." Since these containers are for rent or for sale, the applicant believes that these should be allowed in the PUD. The definition of Open Sales is vague and doesn't include the size of what is being sold, or where it is allowed to be sold. The applicant also believes that the amendment to the language does not apply to this request. Mr. Dolan also clarified the difference between the original application to the one being discussed at this meeting included public access and that this application is a Conditional Use Permit to allow open sales. The original focused more on the discussion of outdoor storage. Mr. Dolan also noted that the comprehensive plan guidance regarding this Planned Unit Development, the underlying zoning district, is Community Commercial. Permitted uses in Community Commercial include gas stations, drive-thru's, strip malls etc. The point being that these uses create more traffic and noise than what is being proposed in the application. Mr. Dolan believes this is the lowest impact use that could be put on said site, and that this is backed by almost all subsets of planning data. From a noise perspective, Mr. Dolan and the applicant both have difficulty in seeing the problems this would have involving added noise to the area. Dolan also noted that of the first 16 parcels on Chelsea Road, 14 have some sort of Outdoor Storage and/or Open Sales. Dolan does not see a better place in the whole city of Monticello that these storage containers could be placed. Dolan addressed staff concerns regarding the snow storage on site with these containers taking up some space where that snow storage would be, saying that the applicant did not want to continue with any further engineering regarding snow storage without some guidance form the planning commission. The Planning Commission Minutes—October 5, 2021 applicant has no problem also with addressing issues with fire access and public traffic through the site. To further emphasize cooperation, Dolan expressed his preference for tabling the decision so staff and the planning commission, as well as the applicant, could address concerns. Paul Konsor asked if Mr. Dolan if he knew if the applicant was aware that the original PUD had the clause included that stated no outdoor storage. Tim Dolan said that yes, the applicant was aware, but the application does not address outdoor storage because the argument is that it is open sales. Paul Konsor asked if the original PUD for the site had anything regarding open sales as an allowable use. Tim Dolan said that the PUD allows accessory uses on the site. It would "open sales as an accessory use to storage". Dolan noted that the accessory use definition for the PUD emphasizes a footprint on the site at no greater than 30 percent, this applicant is using around 5 percent. Paul Konsor asked why the PUD allows for open sales when originally the PUD was established for a storage facility. Dolan responded that the PUD outlines what could potentially be utilized on the site. For accessory uses, steps apply to getting the go ahead for accessory uses in the district, which is why they submitted an application. This process was something that both parties agreed upon when creating the PUD. Andrew Tapper asked that the applicant's preference would be for the planning commission to table action so they could come back with a Conditional Use Permit Application regarding open Sales as an accessory use. Tim Dolan said no, the CUP is already a part of this current application. But it would be tabled to allow the planning commission to tie any loose ends regarding this application so there is no confusion. Paul Konsor asked if the containers are for rent or for sale. Tim Dolan answered that they are both for sale and for rent. Paul Konsor asked if customers typically come to the site and pick up the boxes. Tim Dolan responded that they could do that. But the goal of these containers is to advertise to current customers who come to the site already, that is why they are not placed along Chelsea Road. Paul Konsor asked if a customer buys a container, the customer keeps it. Tim Dolan said potentially, yes. Paul Konsor said the definition for Outdoor Storage in the PUD includes the keeping of merchandise, which is what the containers are, so merchandise storage for longer than 24 hours would not be allowed in the PUD. Tim Dolan noted that the functioning word in that definition is "keeping". In terms of Open Sales, the definition's first part is what the applicant believes to be applicable in this situation. The differentiating part between the two is sales. Planning Commission Minutes—October S, 2021 Paul Konsor explained that he was attempting to clarify what specifically applies here whether it be outdoor storage or open sales. Andrew Tapper asked again to clarify whether this is an application for an amendment to the existing PUD to grant a CUP for open sales as an accessory use. Tim Dolan said that yes, this is an application for CUP to grant open sales as an accessory use. Andrew Tapper noted for clarification, that if the planning commission decided that this use was considered outdoor storage, then the application would go no further. But if the planning commission sees it as open sales, then this would come back next month looking for an amendment to the CUP. Steve Grittman noted that the main discussion is whether this is outdoor storage or open sales, and Grittman reminded the body that staff believes this is outdoor storage. Paul Konsor asked Steve Grittman if open sales was originally allowed in the CUP. Grittman responded that no, open sales was not allowed originally in the CUP. Paul Konsor believed that originally, the intent was clear that outdoor storage was not allowed, and because they are on the site for more than 24 hours, it is difficult to call this open sales. Tim Dolan emphasized that the applicant is relying on the City's code, not that the applicant is creating his own language. Angel Schumann clarified that reapplying would be necessary. The narrative provided by the applicant states that the application is proposing accessory use activity identified as open sales. The PUD itself states that the accessory uses shall be commonly accessory and incidental to the ordinance adopted and as specifically identified in the Final Stage PUD. Reapplying would not be necessary considering what they are already asking. Teri Lehner asked if the decision on the table is specific to whether this action is outdoor storage or open sales. Eric Hagen did not believe that this was the case. Charlotte Gabler asked Mr. Dolan if the boxes were rented, would they be brought back to the site and stay there after being filled. Tim Dolan said potentially. Charlotte Gabler and Paul Konsor were both in agreement that if that is the case, they would then be considered as outdoor storage. Paul Konsor noted that this discussion is not necessarily fixed on what this act will be called, it is more so whether the planning commission would allow it. On that note, Tim Dolan emphasized the area in which they are asking to do it, in the district and on the site itself, and that it is small ask. Charlotte Gabler asked why they physically need to be on the site in the first Planning Commission Minutes—October 5, 2021 place, because they are empty when bought or rented, why they couldn't be stored somewhere else, and the customer can pick one out of a catalog when the item is needed. Tim Dolan said that they could, but the intent for these to be on site is to put them in front of Affordable Storage's customer base. Paul Konsor asked if the applicant would be willing to have the three different sizes on site and when a customer needs one of the sizes, it would be shipped from a different site to wherever the customer needed the storage box. Tim Dolan responded that the one reservation the applicant would have with that is the replacement of said box when it is needed. Eric Hagen asked if these containers were being utilized by the business now. Tim Dolan said no the ones on site are not being used. Eric Hagen asked if they would be considered outdoor storage right now when they are not being used or being rented or sold. Tim Dolan said yes, as they sit now, they are outdoor storage until the issue at hand is resolved. Eric Hagen finds this concept of open sales difficult when in fact, they are being stored on the site. In doing so, the applicant would be in violation of the PUD due to the use of outdoor storage. Hagen understood that the definition of what these storage containers should be classified as is different in the eye of the applicant. When they are sitting on the site, full or empty, they are not there specifically for advertisement, but also storage. Andrew Tapper asked Eric Hagen what the difference between a box and a car if they are both items for sale and rent. The point of it being that it needs to be an approved accessory use. If it was agreed upon that this specific instance is open sales, it still would be against the PUD regarding the accessory use of open sales. Tapper's argument is that open sales in this case would be other activity, and not an accessory use. But he does see that it is very difficult to decide what these containers could be defined as. Angela Schumann pointed out that vehicle sales and rental is a specific use outlined by code and has its own standards. She also reminded the commission that this site has its own PUD district so the accessory use, whatever it be defined as, was not intended for this PUD, but the applicant has the ability to amend the PUD to allow one of these accessory uses. Paul Konsor asked if the applicant would be willing to display the four container sizes outside and the rest be stored inside a building. Tim Dolan said that there is no room to add building space on the site for them, and that it would affect the noise and vehicles moving the containers around the site. Tim Dolan reemphasized that this application is based on the City's adopted code. Charlotte Gabler asked if there was a way this request could be an Interim Use Planning Commission Minutes—October 5, 2021 Permit rather than a Conditional Use Permit. Grittman responded that the amendment to the PUD could have an expiration date. Tim Dolan requested that if an expiration date were to be added to this application, a minimum of 24 months would be appreciated. Eric Hagen asked what differences the city see in that 24 -month period. Eric Hagen sees an issue with this because the containers are still being stored on site, and the expiration date for this application would not change that fact. It is going to set a precedent for other storage businesses to see what they can sell at their sites beyond storage. Tim Dolan emphasized that the definition of open sales includes the storage of said item for sale. Paul Konsor recommended to table this item for everyone to have time to get a better grasp of the issue. Tim Dolan said that was fine and this was expected by the applicant. Eric Hagen asked Paul Konsor if he didn't feel comfortable making a decision on this issue tonight. Paul Konsor responded and said he believes there could be more discussion of options, while these options haven't been discussed to the full extent, tabling would be an option. Teri Lehner agreed that more time to fully understand the issue at hand would be beneficial. Shawn Weinand, a landowner in the area, believes this is another tactic to postpone the moving of the containers. Notes there is no store on site to sell anything. Accessory uses to mini storage would include selling packaging and tape, etc. Mr. Weinand believes this was clear in the PUD. Eric Hagen believes that the only thing that has changed between the previous application to the current one is the definition of what the storage containers are. Paul Konsor closed the public hearing segment of this item. Andrew Tapper clarified his view that it is difficult to deny this as open sales. But they can deny the fact that this is an approved accessory use to the PUD. Teri Lehner agrees that the original intent was not to have 40 containers on site. Eric Hagen believes that the job of the planning commission is not to find a solution, it is to act on the application at hand with the information given. Decision 1: Consideration of an amendment to a Planned Unit Development for Affordable Self -Storage to keep storage boxes on the site as outdoor storage. PAUL KONSOR MOVED TO ADOPT RESOLUTION NO. PC 2021-037, BASED ON Planning Commission Minutes—October 5, 2021 FINDINGS AS IDENTIFIED IN SAID RESOLUTION, AND REQUIRING THE REMOVAL OF THE STORAGE BOXES FROM THE SITE NO LATER THAN NOVEMBER 15, 2021. ANDREW TAPPER SECONDED THE MOTION. MOTION CARRIED UNANIMOUSLY 4- 0. Decision 2: Amendment to Ordinance for Planned Unit Development for Affordable Self -Storage to correction of language in Section (8)(c). PAUL KONSOR MOVED TO RECOMMEND APPROVAL OF A PUD AMENDMENT FOR THE AFFORDABLE SELF -STORAGE PLANNED UNIT DEVELOPMENT FOR CORRECTION OF LANGUAGE IN SECTION (8)(c) TO READ AS FOLLOWS: ACCESSORY USES. ACCESSORY USES SHALL BE THOSE COMMONLY ACCESSORY AND INCIDENTAL TO INDUST -44 INDUST-44COMMERCIAL USES, AND AS SPECIFICALLY IDENTIFIED BY THE APPROVED FINAL STAGE PUD PLANS, BUT SHALL NOT INCLUDE OUTDOOR STORAGE OR OTHER ACTIVITIES. ANDREW TAPPER SECONDED THE MOTION. MOTION CARRIED UNANIMOUSLY 4- 0. D. Public Hearing — Consideration of a request for Rezoning to Planned Unit Development, Development Stage Planned Unit Development and Preliminary Plat Monticello Business Center Eighth Addition for Monticello Meadows, a proposed 200 -unit multi -family residential project in a B-4 (Regional Business) District. Applicant: Baldur Real Estate, LLC Steve Grittman provided an overview of land use application request. The site would include two 100 -unit apartment building as well as a community center. One of the comments staff had concerning the layout of the buildings on the site would be to adjust the buildings to fit better with the boundary lines. A significant amount of fill will be necessary on this site to build up the buildings. Grittman noted that this use of land is entirely consistent with the Chelsea Commons Small Area Plan expectations with the site. Staff supports the resident density of the area at 18.5 units per acre and would have supported a denser residential use of this site. Staff also supports the open space amenities proposed on site, such as the community building. The building is valuable and supports the idea of the proposed Planned Unit Development. The parking supply is below the standards that are applied in R-4 districts for multi -family. The expectation is 2.25 parking spaces per unit and this site has proposed a parking average of 2.1. The applicants do however meet the standards when it comes to indoor parking, with 100 parking spaces underneath each building. Staff recommends that there is more detail to the lighting on site as well as the signage that will be on site. With the site being in the southern biome of Chelsea Commons, staff expects a more natural look in terms of grading. The berms on site have been updated since the original plans were received by staff to better fit the "Oak Savanna" style biome and features in the southern part of Chelsea Commons. Fire access is one area that needs to Planning Commission Minutes—October 5, 2021 be addressed as well. The applicants will need to clarify a better way to access the back sides of the buildings proposed. If access is still necessary, a trail system going around both buildings could be applicable if it meets all the necessities from the fire department. Staff would also recommend the structure of the building to represent the prairie style architecture that will be in the southern biome of Chelsea commons. It has been noted in the staff report that the community building proposed does represent the prairie style architecture staff is looking for on the site. Significant enhancements are recommended by staff in terms of the landscaping on site. Staff would appreciate to see landscaping that supports the southern biome of Chelsea Commons with more prairie -like trees and shrubs. The stormwater plan for the site includes capturing the stormwater and routing it to the proposed pond system at the center of Chelsea Commons. The for the Planned Unit Development on this site mainly include the ability to elevate the proposed site above minimum requirements of any residential district in Monticello. Grittman closed by reminding the commission that the decision tonight include rezoning to a Planned Unit Development and a Development Stage PUD, as well as a preliminary plat. Paul Konsor asked to confirm the new name of the project as it has changed from Monticello Meadows to Monticello Lakes. Andrew Tapper asked Grittinan to clarify the site the project has chosen to build on. Tapper also asked to clarify some topographical questions regarding the slope of the site. Chalrotte Gabler asked about the garages that were added to the site on the night of the Panning Commission meeting and what that means for the site. Grittman said he did not have any further comment on the garages at that point. Charlotte Gabler asked if garages on a site were ever discussed when discussing the Chelsea Commons Small Are Plan. Grittman said that the Small Are Plan does not define anything like garages on an apartment site, and most the project involved in the Small Area Plan are going to be PUD's so they will be analyzed individually. Paul Konsor asked if staff had given anything to the applicant regarding the architecture style the City is looking for in this region of Chelsea Commons. Steve Grittman responded that there is nothing beyond what is in the staff report. Eric Hagen noted that in the small area plan, parking has been discussed and promotes underground parking to minimize the area for parking in the small area plan. Paul Konsor opened the public hearing. Mark Welch of G Cubed Engineering said that reiterations have been done following the meeting with staff on the Tuesday before the planning commission meeting. The landscape requests have been acknowledged and are being worked on. The updated site plan showed that the community center Planning Commission Minutes—October 5, 2021 proposed on site has moved, other adjustments include the pathways on site, as well as the added garage space. Welch noted that the one underground parking space is attached to each apartment rented, they are not separate. The Garages however are separate and do not come with renting a unit. Eric Hagen asked how many garage spaces are being proposed for the site. Mark Welch said there are seven buildings for garage space and one building has eight spaces, 56 garage spaces, which would allow for just over a quarter of the units to have a garage space as well as one underground space. Welch also addressed the staff concerns regarding the fire access on the site. He said that as the site is in the plans, they meet the hose lay out lengths for being able to reach all parts of the buildings in case of emergency. Eric Hagen asked about the parking spaces facing the lakes on the site plans and was wondering if that would be the best use for the area. Mark Welch said that this was provided for the fire truck turn around criteria. But that could be adjusted to better utilize that space for looking at the lake. Paul Konsor asked if Mark Welch was the applicant, designer or architect. Mark Welch said that he was representing the applicant and he has been a part of the site layout process. Welch noted that one of the changes made was the roof design on the apartment complex. Eric Hagen asked if the housing density has changed since the last plans were provided to staff and the commission. Mark Welch said that the site has the same density and is still at 200 units. Eric Hagen rephrased his question and asked if the 18.5 per acre density has stayed the same from original plans to the updated plans. Mark Welch said that was correct. He also noted that due to the geometry of the site where the apartments are proposed, the applicant and designers could not rearrange the buildings to better orient the site. Eric Hagen mentioned that it had been discussed before about where the garages are, that piece of the site could have been used for light commercial. Such as a coffee shop or etc. Hagen was wondering if that idea was still being floated around or if it was of the table following the addition of the garages. Mark Welch said that there hasn't been much discussion of bringing commercial use on to the site. If commercial uses were to be added to the site, then there would have to be discussion of a second access. Charlotte Gabler noted that the second access point to the site would be very close to the intersection on Edmonson Avenue and that could be difficult. Mark Welch said that at this time, adding a commercial use on the site would not be something that is ideal to the site plan. Welch also noted that the site plan needs to show more berms along Edmonson Avenue. Eric Hagen asked if the landscaping was going to incorporate more of the Planning Commission Minutes—October 5, 2021 "Oak Savanna" style landscape to better fit the proposed biome. Mark Welch said that at this point they are not far enough along to show the specifics of the Oak Savanna style landscape. Eric Hagen asked about the intent underneath the powerlines on site if that was planned to be reserved for stormwater. Mark Welch said that there will be a need for stormwater in that area of the site, due to some of the grading on site and where things slope. Welch also noted that the developer adds a significant piece of art on the sites he develops and noted that there is not subsidized housing in these apartments. The apartments are going to be market rate and they will be on the higher end of that market rate. Paul Konsor made the comment that tabling decision on this project is still an option for both parties to address the conditions that would be adopted if this was approved. Paul Konsor also noted that he believed, architecturally, the apartments do not fit the expected design of the southern part of Chelsea Commons. It was brought up to him that this complex would be something not normally seen in Monticello, but to him it is a normal apartment project. When looking at the design standards for this part of Chelsea Commons, the material and landscape should reinforce the themes of the area. While it should be more of a prairie style architecture theme, Konsor does not believe the site plan fits that theme. Mark Welch noted the change in roof structure and how that change was specifically made to try and work in more of the prairie style theme. He also mentioned the difficulty of keeping with the prairie style architecture with larger buildings. He emphasized that the stacked glass on the complexes is reflective of that prairie style look in bigger buildings. Angela Schumann noted that the developer and his team are making an effort to respond to the conditions described in the staff report and the designs of the buildings and materials to better fit the style is one of the conditions. The staff report specifically addresses an enhancement of building entrance points and gateways on to the site. Eric Hagen said that he admires what has been presented to the commission but would like to see the project finalized between the developer and staff so there is an agreed upon project presented. Andrew Tapper said the project looks good and acknowledges the difficulties in making a three-story building align with that prairie style architecture. Tapper also addressed the possibility of instead of the added brick or stone the exterior of the building, adding more natural wood to it. Shawn Weinand, the owner of the land this site is proposed, said that the apartments the developer has already built are some of the nicest buildings in the Twin Cities. He noted that this project is one of the nicest projects that he has assisted with bringing to the Planning Commission. He finished his statement emphasizing that the more pressure the commission puts on the developer, the more difficulty he is going to have completing projects in Planning Commission Minutes—October 5, 2021 Monticello. Paul Konsor closed the public hearing segment of this agenda item. Eric Hagen asked staff if there was any way to have a special session if conditions are met before the next scheduled planning commission meeting to approve this item. Angela Schumann said that special meetings are directed under the action of the commission. If this is something that the commission could see doing, the next step for this item would be to table decision and wait for those conditions to be met. To keep with the same schedule for review at the council level, the applicant would have about five days to address the concerns so the planning commission would have time to call a special meeting before council reports were completed. Mark Welch said that that timeline would be difficult to get everything ready. Charlotte Gabler asked about a special meeting the day of the city council meeting, if that were applicable so the timeline was relatively the same. Angela Schumann said that her hesitation would be from whether or not a special meeting for council would be needed that day. A lot of this timeline depends on what the applicant would be able to provide to staff on the week of the 11th Eric Hagen asked the commission if anyone was ready to move forward with the decision of the item. Paul Konsor said that he does not feel ready to approve the decision and recommended tabling the item. Eric Hagen asked the applicant what tabling the item would do to the development plan. Mark Welch said that there is no issue with tabling to the next planning commission meeting. Teri Lehner agreed with Paul Konsor about tabling the item until certain conditions are addressed and resolved. Eric Hagen asked staff if tabling decision would include tabling all three decisions regarding this item. Angel Schumann said that would be staff s recommendation to table all three. Andrew Tapper noted that he does not have the same reservations as the rest of the commission, but he is not going to argue any of the points already made because tabling the item has no effect on the project. Decision 1: Consideration of a Preliminary Plat for Monticello Business Center Eighth Addition. ERIC HAGEN MOVED TO TABLE ACTION ON RESOLUTION NO. PC 2021-038, SUBJECT TO ADDITIONAL INFORMATION FROM THE APPLICANT AND/OR STAFF. PAUL KONSOR SECONDED THE MOTION. MOTION CARRIED UNANIMOUSLY, 4-0. Planning Commission Minutes—October 5, 2021 Decision 2: Consideration of a Rezoning to PUD, Planned Unit Development District. ERIC HAGEN MOVED TO TABLE ACTION ON RESOLUTION NO. PC 2021-039, SUBJECT TO ADDITIONAL INFORMATION FROM THE APPLICANT AND/OR STAFF. PAUL KONSOR SECONDED THE MOTION. MOTION CARRIED UNANIMOUSLY, 4-0. Decision 3: Consideration of a Development Stage PUD ERIC HAGEN MOVED TO TABLE ACTION ON RESOLUTION NO. PC 2021-040, SUBJECT TO ADDITIONAL INFORMATION FROM THE APPLICANT AND/OR STAFF. PAUL KONSOR SECONDED THE MOTION. MOTION CARRIED UNANIMOUSLY, 4-0. E. Public Hearing — Consideration of request for a Corrective Amendment to the City of Monticello Official Zoning Map for Shoreland Overlay District Boundaries. Applicant: City of Monticello Angela Schumann provided an overview of the land use application request. While making improvements to an area of Chelsea Rd West, it was noted that an area that was described as Otter Creek was not a part of a shoreland defined creek, but rather a county ditch system. This corrective measure is to ensure the City only applies these certain criteria where it is necessary. Angela Schumann continued pointing out on a map where the adjustment will be made. She also noted that if the City is not changing the text of the shoreland ordinance, but rather correcting the map, certification is not required. Andrew Tapper asked which map was the original and which shows the amendment. Angela Schumann clarified. Paul Konsor opened the public hearing, hearing no comment, the public hearing was closed. PAUL KONSOR MOVED TO ADOPT RESOLUTION 2021-041 RECOMMENDING APPROVAL OF A CORRECTIVE AMENDMENT TO THE CITY OF MONTICELLO OFFICIAL ZONING MAP FOR SHORELAND OVERLAY DISTRICT BOUNDARIES. ANDREW TAPPER SECONDED THE MOTION. MOTION CARRIED UNANIMOUSLY, 4-0. 3. Regular Agenda A. Consideration of Administrative Subdivision and Administrative Lot Combination for two parcels located in the Central Community District, General Sub -District. Applicant: Mosbart Properties, LLC Steve Grittman provided an overview of the land use application request. Staff's main concern is with the survey showing that the correction would not correct all the issues that applicant wants to address. Staff's recommendation is to approve Planning Commission Minutes—October 5, 2021 the subdivision with a redescription of the conveyed to include all the improvements while at the same time maintaining the setback. Andrew Tapper wanted to clarify that the southeast 22 feet described in the request should be closer to 28 or 29 feet. Steve Grittman confirmed. Paul Konsor asked for confirmation that the two parcels in discussion are not joining up as one parcel, but more so a section of the one parcel is being absorbed by the other parcel. Steve Grittman confirmed. Paul Konsor asked what the parcels are zoned as. Steve Grittman said they are both in the CCD, downtown mixed use. ANDREW TAPPER MOVED TO ADOPT RESOLUTION NO. PC 2021-042, RECOMMENDING APPROVAL OF THE SIMPLE SUBDIVISION AND CONCURRENT LOT COMBINATION, BASED ON FINDINGS IN SAID RESOLUTION, AND THE CONDITIONS OF APPROVAL AS REQUIRED IN THE ORDINANCE AND EXHIBIT Z. TERI LEHNR SECONDED THE MOTION. MOTION CARRIED UNANIMOUSLY, 4-0. EXHIBIT Z SIMPLE SUBDIVISION AND LOT COMBINATION 213 THIRD STREET EAST (PID: 155-010-069020) 250 BROADWAY EAST (PID: 155-010-069080) 1. The submitted survey shall be expanded to include the legal description of the applicant's existing parcel and the existing funeral home parcel. 2. The parcel to be conveyed to the funeral home property shall be expanded in size such that the curb of the parking lot shall not be closer than six feet to any lot line (as measured from the lot line to the face of the curb). 3. The subdivision shall be processed and recorded concurrently with the subdivided portion's combination with the adjoining funeral home property. 4. In the event the County rejects the descriptions of the metes and bounds subdivision, the applicant shall re -apply and utilize a formal plat process. 5. Any future development on either parcel will be subject to required setbacks from the proposed property lines. 6. Compliance with the requirements of the City Engineer as identified. B. Consideration to appoint a Planning Commissioner to serve on the Chelsea Commons Professional Engineering, Park & Open Space Planning and Landscape Architecture Services proposal review team. Planning Commission Minutes—October 5, 2021 Angela Schumann addressed the commission and requested to amend the item to include two considerations. First, staff is looking for a planning commissioner to serve on the review team for incoming proposals for the professional engineering, park & open space planning and landscape architecture services for Chelsea Commons. The city Council approved requesting proposals that relate to the public spaces of the Chelsea Commons area. Commissioner Zimpfer has expressed interest in being a part of this process. Planning commission needed to appoint someone to represent on the RFP review team, and also a representative for the work group regarding zoning ordinances relating to the Chelsea Commons proj ect. Teri Lehner said that she would be happy to volunteer for wither position. Angela Schumann mentioned that it is a good idea to appoint alternates, in case certain times are unable to work for the person appointed. PAUL KONSOR MOVED TO APPOINT ALISON ZIMPFER TO SERVE ON THE PROPOSAL REVIEW TEAM. ANDREW TAPPER SECONDED THE MOTION. MOTION CARRIED UNANIMOUSLY, 4-0. TERI LEHNER MOVED TO APPOINT PAUL KONSOR TO SERVE ON THE ZONING WORK GROUP WITH TERI LEHNER SERVING AS THE ALTERNATE. ERIC HAGEN SECONDED THE MOTION. MOTION CARRIED UNANIMOUSLY, 4-0. C. Consideration of the Community Development Director's Report Angela Schumann provided the Community Development Director's Report in the agenda packet. 4. Added Items None S. Adjournment ERIC HAGEN MOVED TO ADJOURN THE REGULAR MEETING OF THE MONTICELLO PLANNING COMMISSION. SECONDED BY PAUL KONSOR, MOTION CARRIED UNANIMOUSLY 4-0, MEETING ADJOURNED AT 10:41 p.m. Recorder: Hayden Stensgard �&_ Approved: November 1, 202 Attest: Angela Skvdkanr , Community Development Director Planning Commission Minutes—October 5, 2021 City Council Agenda: 10/25/2021 4113. Consideration of a request for an Amendment to the Affordable Storage Planned Unit Development for proposed Portable Container Accessory Use. Applicant: Burnham, Keith Prepared by: Meeting Date: ® Regular Agenda Item Northwest Associated Consultants, 10/25/2021 ❑ Consent Agenda Item Community Development Director Reviewed by: Approved by: City Attorney, Chief Building Official City Administrator ALTERNATIVE ACTIONS Decision 1: Consideration of an amendment to a Planned Unit Development for Affordable Self -Storage to keep storage boxes on the site as outdoor storage. Planning Commission recommended denial of the proposed amendment for outdoor storage within the Affordable Self -Storage PUD. Motion to adopt Resolution 2021-85 denying a PUD Amendment for storage boxes on the Affordable Self -Storage site as outdoor storage based on findings in the stated Resolution for denial and requiring the removal of the containers no later than November 15, 2021. Decision 2: Amendment to Ordinance for Planned Unit Development for Affordable Self - Storage for correction of language in Section (8)(c). Planning Commission recommended approval of the proposed amendment for correction of language. Motion to adopt Ordinance No. 765 for PUD Amendment for the Affordable Self -Storage Planned Unit Development, based on findings in Resolution 2021-85, for correction of language in Section (8)(c) to read as follows: Accessory Uses. Accessory uses shall be those commonly accessory and incidental to stFial commercial uses, and as specifically identified by the approved final stage PUD Plans, but shall not include outdoor storage or other activities. REFERENCE AND BACKGROUND Property: Legal Description: Lot 11, Block 4, Groveland Addition PID: 155-125-004110 Planning Case Number: 2021-036 City Council Agenda: 10/25/2021 Request(s): Amendment to a Planned Unit Development to allow outdoor storage of rental storage containers Deadline for Decision: November 12, 2021 (60 -day deadline) January 11, 2022 (120 -day deadline) Land Use Designation: Community Commercial Zoning Designation: Affordable Self -Storage PUD District Overlays/Environmental Regulations Applicable: NA Current Site Uses: Self Storage Facility Surrounding Land Uses: North: RV Dealership East: Vacant Commercial (Zoned B-3) South: Single Family Residential West: RV Dealership Project Description: The applicant proposes to utilize a portion of the current self - storage property along the westerly boundary, as well at the ends of several of the self -storage buildings on the property to store a series of "storage boxes." These units are delivered to the property and rented to individuals which are then used to self - store goods. The applicant indicates that the request is for a total of 58 such storage boxes of varying sizes, between 7.5 by 7.5 feet and 8 by 20 feet. The applicant has suggested that the units will be empty, although that is not expressly stated in the application narrative. The applicant has indicated in the past that the boxes would sit on the ground, without stacking, although that clarification is not made in the current application. The applicant previously proposed an amendment to the Affordable Storage Planned Unit Development for the introduction of storage boxes on the site, which was considered by the Planning Commission in August of 2021. The application was withdrawn prior to Council consideration. 2 City Council Agenda: 10/25/2021 it is noted that several of these boxes have already been moved on to the site counter to the requirements of the original PUD approvals and are currently in violation of the Zoning Ordinance. ANALYSIS: Planned Unit Development (PUD) is a zoning technique that allows developers and the City to establish a set of development requirements which, while not meeting all the specific standards of a traditional zoning district, are designed to exceed the City's objectives for the zoning district that would otherwise apply. The City's land use objectives are described in the Comprehensive Plan, and typically address various performance standards as well as classes of land use. In this case, the applicable land use classification in the Comprehensive Plan is "Community Commercial", and the underlying zoning district that would apply if the PUD zoning were not in place would be B-3, Highway Business. One of the primary objectives of the Comprehensive Plan is the orderly development and use of land, consistent with consideration for other land uses in the neighborhood of the subject property. As shown on the map below, and noted above, the subject property is in an area of mixed commercial and residential uses, indeed abutting residential development on one side of the property. The Community Commercial designation is designed to be a "low -scale" retail area along major roadways that serve the community. When the original PUD was granted for the commercial self -storage facility on this property, it was specifically noted that outdoor storage of materials on the site would not be permitted. 3 City Council Agenda: 10/25/2021 In Monticello, outdoor storage of materials is a use that is specifically relegated to industrial districts. Such areas often create a significant amount of noise and other activity that is not compatible with neighboring "low -scale" uses, and particularly problematic for single-family residential areas, where outdoor activities rely on relative quiet and non -industrial activity on adjoining property. The applicant's narrative seeks to distinguish this use as "Open Sales" accessory use, as opposed to outdoor storage. However, "Open Sales" uses involve retail transactions where customers may visit the retail site, inspect the goods, pay for the materials, and transport them from the retailer. This type of transaction is distinguished from the current proposal in that the storage boxes are stored on the site, loaded, and delivered to off-site customers, all without the customer's ability to pick up and take any retail goods with them from the retail location. This is fundamentally not a retail activity, as would be implied by the "Open Sales" land use category. Further, the zoning ordinance definition for Outdoor Storage is directly applicable to the proposed use. That definition reads as follows: OUTDOOR STORAGE: The keeping, in an un -roofed area, of any goods, material, merchandise, or vehicles in the same place for more than twenty-four (24) hours. This shall not include the display of vehicles for sale in a new or used car sales lot. Outdoor storage is prohibited in commercial districts and is specifically prohibited by the language of the Affordable Self -Storage PUD. The applicant's materials do not specify, but the process by which the storage boxes would be transferred to and from the site would be via truck and some manner of jack or crane, increasing the equipment activity and noise on the site. This activity is expected in an industrial area, but not in a commercial district, and especially not in proximity to a residential neighborhood. The proposed storage of these units on the property is therefore an industrial one, and incompatible with the proximity of the use to residential property. The narrative further notes that the original PUD district references accessory uses in the "Industrial" areas as potentially allowed uses in the Affordable Storage PUD District. While staff believes that the original reference is a typographical error— noting that outdoor storage was expressly not allowed in the district language — industrial use would be inappropriate in this location based on the impacts and discussion previously noted. As part of any amendment consideration, staff would request that the City amend the ordinance of the PUD to correct this language to "Commercial." Further, the City's fire department officials have noted concern with the storage of the proposed boxes on the site, which was not anticipated when the original plan was approved. 4 City Council Agenda: 10/25/2021 The locations restrict fire -fighting access to portions of the property, most significantly, to the west side of the line of stored boxes along the west boundary of the site. Moreover, the revised site plan shows a large area of snow storage in the southwest corner of the site that would make the fire hydrant in that location inaccessible. The Fire Marshal has requested an apparatus turning template be prepared to demonstrate maneuverability within the site with the unit locations as proposed. As noted in prior review, there is one self -storage site in Monticello that was granted an interim use permit for temporary storage boxes in the past. That site is the Storage Link facility at Dundas Road and Cedar Street. The City granted the IUP for this site as a temporary measure to accommodate expansion of the facility. There are at least three major aspects of this prior approval that differentiate it from the Affordable Storage request. First, the Storage Link facility abuts undeveloped commercial land. There is no residential in near proximity to the site. Moreover, the facility sits at the intersection of roads that serve exclusively commercial properties west, north and south, and industrial property to the east. Second, the Storage Link temporary storage boxes are utilized as an interim storage use, and have only limited, if any, trucking and active machinery at the site. As such, there is much less likelihood of noise disruption to surrounding land uses, particularly as the adjoining property was anticipated to be vacant for some time. Finally, as noted, the permit granted was an Interim Use Permit, acknowledging that the proposed storage units were temporary in nature. While no adjoining development was anticipated in the near term, removal of the temporary storage is required at the expiration of the IUP term and adjoining development (now a part of the Chelsea Commons planning area) would then develop without the impacts of temporary storage on that site. In summary, the proposed storage box business would introduce what is commonly considered to be an industrial activity to the Affordable Storage PUD site. As noted, PUD requires a finding that the proposed development meets and exceeds the City's land use goals in exchange for relaxation of certain zoning requirements. Introduction of an industrial use on property guided for "low -scale" commercial use, adjacent to a low-density single-family neighborhood would be counter to this requirement. PLANNING COMMISSION REVIEW AND RECOMMENDATION Planning Commission reviewed the request and held a public hearing on the item on October 1, 2021. Following an overview of the staff report, the Commission asked for clarifying information. The Commission noted that they understood the clerical need for the PUD ordinance correction but noted that because the PUD specifies the specific plans and conditions for the project, the 5 City Council Agenda: 10/25/2021 language would not seem to impact the available uses other than what might be sought through amendment. The Commission also inquired whether when a PUD is approved it should be "as good or better" than the underlying zoning. Staff confirmed that has been the applied standard. During the public hearing Tim Dolan, Decklan Group, addressed the Commission as the representative for the applicant. Mr. Dolan explained that the applicant had read the PUD ordinance and believed that the placement of the containers was consistent with the PUD ordinance. The containers have remained in place as the application continues through the process. He indicated that the clarification to the language in the PUD from "industrial" to "commercial" for accessory uses relates to the confusion by the applicant on what was allowed for the PUD. He indicated that the proposed correction is a substantive change to what was approved by the city and what was signed. However, Mr. Dolan stated that they would suggest that the containers are "open sales" rather than "outdoor storage" as they are for rent and for sale and do not object to the change. They do not believe that what they are asking is industrial in nature. Mr. Dolan noted that the primary changes to the prior application are to the height and location of the containers, along with the request to recognize the use as open sales. He stated that the Community Commercial land use designation would allow gas stations and auto repair. He indicated that those uses would be higher intensity than what is proposed. He also noted the strong presence of outdoor storage and outdoor sales and display already existing along Chelsea Road. Mr. Dolan stated they would be willing to adjust the plans based on the direction of the Commission, including location, screening, turning movements and hours of operation. He would request tabling if Commission would provide that direction. The Commission asked if the applicant was aware of the clause prohibiting outdoor storage within the PUD ordinance. Mr. Dolan indicated that was accurate, but that the use is open sales and display. Mr. Dolan confirmed that the boxes are for both rent and sale. It was noted that "open sale" is an allowable accessory use in the underlying B-3 District, subject to the conditions in the code. There was discussion regarding whether a conditional use permit would be required as "open sales" is listed as a conditional accessory use in the B-3 (Highway Business) District. There was also significant discussion regarding the definitions of "open sales" and "outdoor storage". Mr. Dolan stated that the sales language is the functional language for this proposed use. Staff clarified that their position is that based on the way the Affordable Self -Storage PUD ordinance is written, a CUP would not be required. Rather, the amendment to the PUD for the proposed use is required. Staff's position is that the intent of the PUD was that there would not 0 City Council Agenda: 10/25/2021 be materials stored outside the buildings. Commission reiterated that although the "open sales" use is allowed as an accessory in the B-3 District, it was not written specifically into the PUD. Staff noted that the PUD language indicates that accessory uses shall be identified on final stage PUD plans, and further cited that the PUD language states that amendments to the PUD are necessary when changes to the PUD are proposed in the manner of use, density, site plan, development layout, building size, mass, or coverage. Mr. Dolan noted that applicant was also willing to accept an interim use permit under the PUD for the proposed use. Staff confirmed that would be an option under the current PUD amendment process. Shawn Weinand, 4065 Chelsea Road West, addressed the Commission. Mr. Weinand commented that the City has in the past specified requirements for building sizes when considering outdoor sales and display. He stated that the PUD was clear in not allowing outdoor storage within the PUD. No other public was present to address the Commission on the request. Commission suggested that other than the interpretation of the use, the current application was like the prior application, which was recommended for denial by the Commission. The Commission also indicated that consistency with the original PUD and its intent is important to the decision. The Commission unanimously recommended denial of the amendment to Planned Unit Development for the storage of the proposed containers, recommending a removal date of November 15, 2021. The Commission recommended approval of the amendment to the ordinance for PUD for correction of language in Section (8)(c). STAFF RECOMMENDED ACTION For Decision 1, Staff recommends denial of the PUD Amendment. As noted in this report, the addition of outdoor storage, and the nature of the storage in question which would entail heavy equipment and truck operations to support it, would be inconsistent with the intent of the land use direction specified by the Comprehensive Plan, and incompatible with the uses directly adjoining the subject property, particularly that of the single-family residential neighborhood to the south of the subject property. Staff would ask the City Council to specify a removal date within their motion. Planning Commission recommended a removal date of November 15, 2021. Per ordinance, staff typically allows up to 30 days for correction of a code violation. 7 City Council Agenda: 10/25/2021 For Decision 2, Staff recommends approval of the amendment correcting the prior error in the adopted ordinance for the Affordable Storage PUD consistent with the intent of the original approved plans. SUPPORTING DATA A. City Council Resolution 2021-085 B. Planning Commission Resolution PC -2021-037 (Recommendation for Denial) C. Proposed PUD Ordinance Amendment D. Aerial Site Image E. Applicant Narrative F. Proposed Site Plan and Detail G. Affordable Self -Storage PUD Ordinance H. Ordinance Excerpts I. Monticello 2040 Vision + Plan, Excerpts Z. Conditions of Approval EXHIBIT Z Lot 11, Block 4, Groveland Addition Affordable Storage PUD Amendment 1. If City Council motions to approve the amendment to PUD to allow the proposed storage units, staff recommends that Council provide a list of conditions applicable to the proposed use on the site. 0 CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA RESOLUTION NO. 2021-85 DENYING AN AMENDMENT TO THE AFFORDABLE STORAGE PLANNED UNIT DEVELOPMENT REVISING THE SITE USES IN THE AFFORDABLE STORAGE PUD ZONING DISTRICT, AND APPROVING A MODIFICATION TO THE LANGUAGE OF SAID DISTRICT TO REMOVE REFERENCES TO INDUSTRIAL ACCESSORY USES WHEREAS, the applicant has submitted a request to revise certain aspects of an existing self -storage project, including the addition of outdoor storage and handling of individual "storage boxes"; and WHEREAS, the site is zoned Affordable Storage PUD, Planned Unit Development, and is subject to a previously approved Affordable Storage Planned Unit Development District ordinance; and WHEREAS, the proposed use and development are inconsistent with the Comprehensive Land Use Plan designation of "Community Commercial" for the area; and WHEREAS, the proposed amendment would create impacts that are incompatible with the adjoining single family residential neighborhood, including noise, truck and machinery operations, and other effects; and WHEREAS, the applicant has provided updated materials describing the changes, which are associated with industrial uses in Monticello's land use regulations; and WHEREAS, the industrial nature of the proposed uses are inconsistent with the intent and purpose of the underlying zoning district, which is "Community Commercial" and anticipates only "low -scale" commercial activities; and WHEREAS, the uses will create unanticipated changes to the demand for public services on or around the site; and WHEREAS, the storage proposed meets the Zoning Ordinance definition of "Outdoor Storage", an industrial use; and WHEREAS, the City's land use category, and attendant conditions, of Open Sales as an accessory use specifically applies to those districts that include this use, which the Affordable Storage Planned Unit Development District specifically does not include; and CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA RESOLUTION NO. 2021-85 WHEREAS, a required condition of Open Sales, if allowed, is screening of said use from both residential property and public rights of way, with which the proposed plan will not comply; and WHEREAS, references in the current language of the Affordable Storage PUD District to industrial accessory uses require amendment to delete said references and clarify the prohibition of such uses; and WHEREAS, the Planning Commission held a public hearing on October 5th, 2021 on the application and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the Planning Commission has considered all of the comments and the staff report, and recommends denial of the proposed amendment as to outdoor use, but approval of the amendment as to deletion of the references to "industrial' uses; and WHEREAS, the City Council of the City of Monticello makes the following Findings of Fact in relation to the recommendation of denial: 1. The proposed uses are industrial in nature, inconsistent with the intent and purpose of the Affordable Storage PUD Zoning District, which is to provide commercial self -storage use to customers in an area of mixed commercial and residential land uses. 2. The proposed uses are inconsistent with the existing and future land uses in the area in which they are located, including both the adjoining commercial uses as well as the adjoining single family residential area due to increased outdoor visual and noise impacts that are otherwise disallowed uses in the area. 3. The existing Affordable Storage Planned Unit Development District requires amendment only to delete inappropriate references to industrial uses which imply uses that are incompatible with the area and the direction of the Comprehensive Plan. 4. The negative impacts of the amendments through the addition of the outdoor use and activity exceed those anticipated by the existing and future land uses and cannot be addressed through standard review and ordinances as adopted. 5. The planned amendments do not meet the intent and requirements of the applicable zoning regulations, which under commercial zoning requirements would prohibit the uses as proposed. 6. The planned amendments are inconsistent with the directions of the Comprehensive Plan, which call for low -scale commercial uses. 7. The existing storage uses related to this request for amendment are not consistent with the terms of the approved PUD, and to restore consistency, must be removed from the site no later than November 15th, 2021. 2 CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA RESOLUTION NO. 2021-85 NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Monticello, Minnesota, that the City Council hereby accepts the recommendation of the Monticello Planning Commission and adopts this resolution of approval of an amendment to the Affordable Storage Planned Unit Development District by removing references to "industrial" use, and denial for the proposed Planned Unit Development Amendment for Affordable Storage to establish outdoor storage uses, based on the findings and other factors identified herein. ADOPTED this 25th day of October, 2021 by the City Council of the City of Monticello, Minnesota. ATTEST: Jennifer Schreiber, City Clerk MONTICELLO CITY COUNCIL 3 Lloyd Hilgart, Mayor CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2021-037 RECOMMENDING DENIAL OF AN AMENDMENT TO THE AFFORDABLE STORAGE PLANNED UNIT DEVELOPMENT REVISING THE SITE USES IN THE AFFORDABLE STORAGE PUD ZONING DISTRICT, AND AMENDING FOR CORRECTION THE LANGUAGE OF SAID DISTRICT TO REMOVE REFERENCES TO INDUSTRIAL ACCESSORY USES WHEREAS, the applicant has submitted a request to revise certain aspects of an existing self -storage project, including the addition of outdoor storage and handling of individual "storage boxes"; and WHEREAS, the site is zoned PUD, Planned Unit Development, and is subject to a previously approved Planned Unit Development ordinance; and WHEREAS, the proposed use and development are inconsistent with the Comprehensive Land Use Plan designation of "Community Commercial" for the area; and WHEREAS, the proposed amendment would create impacts that are incompatible with the adjoining single family residential neighborhood, including noise, truck and machinery operations, and other effects; and WHEREAS, the applicant has provided updated materials describing the changes, which are associated with industrial uses in Monticello's land use regulations; and WHEREAS, the uses are inconsistent with the intent and purpose of the underlying zoning district, which is "Community Commercial", and anticipates only "low -scale" commercial activities; and WHEREAS, the uses will create unanticipated changes to the demand for public services on or around the site; and WHEREAS, the storage proposed meets the Zoning Ordinance definition of "Outdoor Storage", an industrial use; and WHEREAS, references in the current language of the Affordable Storage PUD District to industrial accessory uses require amendment to delete said references and clarify the prohibition of such uses; and WHEREAS, the Planning Commission held a public hearing on October 5t", 2021 on the application and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2021-037 WHEREAS, the Planning Commission has considered all of the comments and the staff report, which are incorporated by reference into the resolution; and WHEREAS, the Planning Commission of the City of Monticello makes the following Findings of Fact in relation to the recommendation of denial: 1. The proposed uses are inconsistent with the intent and purpose of the Affordable Storage PUD Zoning District. 2. The proposed uses are inconsistent with the existing and future land uses in the area in which they are located, including both the adjoining commercial uses as well as the adjoining single family residential area. 3. The impacts of the improvements exceed those anticipated by the existing and future land uses and cannot addressed through standard review and ordinances as adopted. 4. The planned amendments do not meet the intent and requirements of the applicable zoning regulations. 5. The existing storage uses related to this request for amendment are not consistent with the terms of the approved PUD and must be removed from the site no later than 1d1-( If J1" , 2021. NOW, THEREFORE, BE /T RESOLVED, by the Planning Commission of the City of Monticello, Minnesota, that the Planning Commission hereby recommends that the Monticello City Council denies the Planned Unit Development Amendment for Affordable Storage and amend the language of the Affordable Self -storage District to remove references to Industrial accessory uses. ADOPTED this 5th day of October, 2021 by the Planning Commission of the City of Monticello, Minnesota. MONT�CELt ANNING COMMISSION By: Pau onsor, Chair ATTEST: Angela Schumaoo, Col`nrl unity Development Director 2 ORDINANCE NO. 765 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA AN ORDINANCE AMENDING TITLE 10 OF THE MONTICELLO CITY CODE, KNOWN AS THE ZONING ORDINANCE, AFFORDABLE SELF -STORAGE PUD, PLANNED UNIT DEVELOPMENT: THE CITY COUNCIL OF THE CITY OF MONTICELLO HEREBY ORDAINS: Section 1. Section 3.8 — Planned Unit Developments, Title 10 — Zoning Ordinance is hereby amended as follows: (8) Affordable Self -Storage PUD District (c) Accessory Uses. Accessory uses shall be those commonly accessory and incidental to industfial commercial uses, and as specifically identified by the approved final stage PUD Plans, but shall not include outdoor storage or other activities. Section 2. The City Clerk is hereby directed to mark the official zoning map to reflect this ordinance. The map shall not be republished at this time. Section 3. The City Clerk is hereby directed to make the changes required by this Ordinance as part of the Official Monticello City Code, Title 10, Zoning Ordinance, and to renumber the tables and chapters accordingly as necessary to provide the intended effect of this Ordinance. The City Clerk is further directed to make necessary corrections to any internal citations that result from said renumbering process, provided that such changes retain the purpose and intent of the Zoning Ordinance as has been adopted. Section 4. This Ordinance shall take effect and be in full force from and after its passage and publication. The ordinance in its entirety and map shall be posted on the City website after publication. Copies of the complete Ordinance and map are available online and at Monticello City Hall for examination upon request. ADOPTED BY the Monticello City Council this 25th day of October, 2021. ATTEST: Lloyd Hilgart, Mayor 1 ORDINANCE NO. 765 Jennifer Schreiber, City Clerk AYES: NAYS: O A D L O V) W V/V L 0 r) D 0- O +-+ E W E Q E L M� W N O O L (A c -I LnC"I 0 Q N r -I Ln Lf) 7i C) d c O C Co v O L U O co r -61O _! N Cl) U � J Z J N W c O W cI W 0_ X U ix o m ~ Z O Y a 2 IA V) a o' Y O w O r-+ m J o NZ W o Q Z U r1 H O O 0 w w 41 L C � o: a u O d N d N 00 co O J W V Z O 2 W O} F- V r1 0 c-� v41 IZT 0 Y V O m r-4 r1 O C O �i u Q) 0 x O CO KB Properties PUD Amendment and Corresponding CUP Affordable Storage provides public self storage, with multiple locations in MN. The company has invested nearly $4MM in its 6.28 acre Monticello location and has provided a much needed service to the community. In addition to providing an in -demand service for local residents, Affordable Storage also contributes over $62,000 in annual property taxes, while placing very little demand on municipal services. In September of 2017, the City Council approved a PUD for Affordable Storage, located at 10111 Innsbrook Drive, and recently approved an amendment related to screening on this property (October 2020). Affordable Storage is proposing Accessory Use activities identified as "Open Sales" in the MZO within their current PUD. Subsection C of the Affordable Self -Storage PUD District in the Monticello Zoning Ordinance (MZO) outlines the permitting of an Accessory Use as follows: (c) Accessory Uses. Accessory uses shall be those commonly accessory and incidental to industrial uses, and as specifically identified by the approved final stage PUD Plans, but shall not include outdoor storage or other activities. "Open Sales" is defined on Page 495 of the MZO as follows: OPEN SALES: Any open land used or occupied for the purpose of buying, selling, and/or renting merchandise and for the storing of same prior to sale. This use includes all outdoor sales and display of goods and/or materials that are not specifically addressed as Outdoor Storage, Sidewalk Sales & Display, or Off -Street Vehicle Parking. As the display, leasing and sale of a "Portable Container" (Defined in MZO Page 499) is not specifically addressed as Outdoor Storage, Sidewalk Sales & Display, or Off -Street Vehicle Parking, the proposed use being defined as "Open Sales" is accurate. "Open Sales" is identified as an allowed Accessory Use, with a Conditional Use Permit (CUP), in the underlying B3 Zoning District, as well as the 11 Zoning District as outlined in Table 5-4 on Page 415 of the MZO. Subsection E of the Affordable Self -Storage PUD District in the Monticello Zoning Ordinance goes on to establish the method for amending the existing PUD for this Accessory Use CUP as follows: (e) Amendments. Where changes to the PUD are proposed in the manner of use, density, site plan, development layout building size, mass, or coverage, or any other change, the proposer shall apply for an amendment to the PUD under the terms of the Monticello Zoning Ordinance, Section 2.4 (O,)(10. The City may require that substantial changes in overall use of the PUD property be processed as a new project, including a zoning district amendment. Therefore, Affordable Storage, in accordance with the MZO, is applying for an Amendment to its existing PUD to grant a CUP for "Open Sales" as an Accessory Use. Affordable Storage is asking to be granted a PUD Amendment and CUP to allow for the utilization of 5,687 sq ft of at -grade space for the purpose of selling and renting merchandise and for the storing of the same prior to sale. This represents less than 7.5% of the current building space on site and 2% of the total land area of the parcel. This puts the request well within the Accessory Use guidelines as written in the MZO. The proposed locations for displaying varying size portable containers are outlined in the attached site -plan. This plan allows the maintaining of adequate site -circulation, fire access and snow removal. The area utilized for "Open Sales" will be neatly organized and screened from public view at a much higher standard than similar uses in the immediate area. There will be no assembly or manufacturing on site. All portable containers will be assembled off-site prior to being brought to the location to be displayed for the purpose of selling and/or renting. Although this accessory use will not substantially increase the amount of traffic, or noise at the site, Affordable Storage is willing to limit the hours for placement and replacement of the portable containers to Monday through Friday, between the hours of 10 a.m. and 4 p.m. Affordable Storage currently operates at 98% capacity for it's fixed location self -storage products indicating there is still substantial market demand for this use in the community. The addition of this Accessory Use will allow the company to not only serve more community members, but also serve them in a more convenient and affordable manner, capturing a growing trend in its industry. The proposed use has little to no measurable impacts on adjacent land owners, the general public right-of-way, or local infrastructure. There will be no changes to lighting, signage, garbage, or any other elements of the property. There will be no changes to the amount of impervious surface, or drainage on the site. Affordable Storage feels that this is an ideally suited location for this use and the request is in harmony with the area as well as the spirit of its original PUD. ir SNOW STORAGE AREA = 6,055 SF h'f A 20x81 2px8, 20X8, 1018, 2018 20 r8, 20X8 10,8 co o� 4 EA - 15'X8' p / STORAGE CONTAINERS i �\BGG SNOW STORAGE AREA = 5,330 SF \ SNOW STORAGE S�\BGG 4 EA - 7.5'X7.5' STORAGE CONTAINERS a. \\� 2 EA - 15'X8' QJ 1 STORAGE CONTAINERS 3 EA - 8'X8' o,/ G STORAGE CONTAINERS V\�O 2 EA5' 8' 1� STORAGE CONTAINERS 3 EA - 7.5'X7.5' STORAGE CONTAINERS 3 EA - 7.5'X7.5' STORAGE CONTAINERS 1 EA - 20'X8' STORAGE CONTAINER �0- �\BGG 4 EA - 7.5'X7.5' STORAGE CONTAINER �Q o, 4 EA - 7.5'X7.5' STORAGE CONTAINERS •i4 4 EA - 7.5'X7.5' / STORAGE CONTAINERS\Cj 4 EA - 7.5'X7.5' STORAGE CONTAINERS / SNOW STORAGE AREA = 15,525 SF / d d SNOW STORAGE AREA = 14,650 SF EpE EOF r X 0 30' SCALE: 1" = 30' LEGEND: 15'X8' PROPOSED STORAGE CONTAINER (SIZE OF UNIT INDICATED ON PLAN) SNOW STORAGE AREA SITE PLAN NOTES: 1. PROPOSED STORAGE POD CONTAINERS SHALL BE LOCATED ON EXISTING IMPERVIOUS SURFACE IN LOCATIONS SHOWN ON THE PLAN. 2. SNOW SHALL BE STORED IN LOCATIONS INDICATED ON PLAN. SITE PLAN INFORMATION: PARCEL AREA: la � • 6.28 ACRES ± AREA (SF) N0. OF CONTAINERS SITE DATA EXISTING / PROPOSED PAVEMENT AREA � SF al 76,144 SF PERVIOUS AREA r X 0 30' SCALE: 1" = 30' LEGEND: 15'X8' PROPOSED STORAGE CONTAINER (SIZE OF UNIT INDICATED ON PLAN) SNOW STORAGE AREA SITE PLAN NOTES: 1. PROPOSED STORAGE POD CONTAINERS SHALL BE LOCATED ON EXISTING IMPERVIOUS SURFACE IN LOCATIONS SHOWN ON THE PLAN. 2. SNOW SHALL BE STORED IN LOCATIONS INDICATED ON PLAN. SITE PLAN INFORMATION: PARCEL AREA: AREA (SF) BUILDING 1 • 6.28 ACRES ± AREA (SF) N0. OF CONTAINERS SITE DATA EXISTING / PROPOSED PAVEMENT AREA 121,956 SF BUILDING AREA 76,144 SF PERVIOUS AREA 75,316 SF TOTAL AREA 273,416 SF PROPOSED STORAGE CONTAINERS AREA (SF) BUILDING 1 CONTAINER SIZE AREA (SF) N0. OF CONTAINERS TOTAL AREA (SF) OF STORAGE 20'X 8' 160 17 2,720 15'X 8' 120 10 1,200 8'X 8' 64 3 192 7.5'X 7.5' 56 281 1,575 5,130 TOTAL AREA OF CONTAINERS 5,687 EXISTING BUILDINGS AREA (SF) BUILDING 1 3,364 BUILDING 2 4,530 BUILDING 3 5,130 BUILDING 4 4,530 BUILDING 5 5,130 BUILDING 6 4,530 BUILDING 7 5,130 BUILDING 8 4,230 BUILDING 9 5,130 BUILDING 10 3,930 BUILDING 11 5,130 BUILDING 12 3,930 BUILDING 13 5,130 BUILDING 14 3,030 BUILDING 15 5,130 BUILDING 16 5,130 BUILDING 17 3,030 TOTAL 76,144 STORAGE CONTAINER: z O D_ U U7 w 0 uO MI* 0 v 10� Z N 0 U 0 U 0 U 0 v N oW WV_ W p O li QW 9 U. .. N WN m m m 0w Qcow UJ ZH LD z Y O Q W C2 CD Lu D D D U D IL Z MI* 0 v 10� Z wN Zm W (n Y C oW WV_ W S2 umj -c li QW 9 U. .. C7W WN �WUJ ~0�0 y� Qcow UJ ZH m yN r1� ♦^ mzz XT LL v Oaj°C WWO 0 Z5 z JVW o - OJ c) LL, W a A U Lu z z LU J Q o Q U z u r QC Q O = LL U C Q Lu J Ln O 0- J W DC O W 0oU Lu c) p~L/)z Z I= 0 0 2 0 ILL ILL LL G 0 LL m O Q U F-- U SHEET N0. CHAPTER 3: ZONING DISTRICTS Section 3.8 Planned Unit Development Districts Subsection Q) Special Use Overlay District (b) Permitted Uses. Permitted principal uses in the Autumn Ridge PUD District shall be single family residential uses as found in the "T -N", Traditional Neighborhood Zoning District, subject to the approved Final Stage Development Plans and development agreement dated September 11th, 2017, as may be amended. The introduction of any other use from any district, including Conditional Uses in the T -N District, shall be reviewed under the requirements of the Monticello Zoning Ordinance, Chapter 2, Section (0) — Planned Unit Developments for Development Stage PUD and Final Stage PUD. (c) Accessory Uses. Accessory uses shall be those commonly accessory and incidental to residential uses as allowed in the T -N District, and as specifically identified by the approved final stage PUD plans. (d) District Performance Standards. Performance standards for the development of any lot in the Autumn Ridge PUD District shall adhere to the approved final stage PUD plans and development agreement. In such case where any proposed improvement or use is not addressed by the Final Stage PUD, then the regulations of the T -N, Traditional Neighborhood District shall apply. (e) Amendments. Where changes to the PUD are proposed in the manner of use, density, site plan, development layout, building size, mass, or coverage, or any other change, the proposer shall apply for an amendment to the PUD under the terms of the Monticello Zoning Ordinance, Section 2.4 (0)(10). The City may require that substantial changes in overall use of the PUD property be processed as a new project, including a zoning district amendment. (8) Affordable Self -Storage PUD District (a) Purpose. The purpose of the Affordable Self -Storage PUD District is to provide for the development of certain real estate subject to the District for commercial land uses. (b) Permitted Uses. Permitted principal uses in the Affordable Self -Storage PUD District shall be self -storage uses as found in the B-3, Highway Business District of the Monticello Zoning Ordinance, subject to the approved Final Stage Development Plans dated September 11, 2017 and development agreement dated September I Vh, 2017, as may be amended. The introduction of any other use from any district, including Conditional Uses in the B-3 District, shall be reviewed under the requirements of the Monticello Zoning Ordinance, Chapter 2, Section (0) — Planned Unit Developments for Development Stage PUD and Final Stage PUD. Page 222 City of Monticello Zoning Ordinance CHAPTER 3: ZONING DISTRICTS Section 3.8 Planned Unit Development Districts Subsection Q) Special Use Overlay District (c) Accessory Uses. Accessory uses shall be those commonly accessory and incidental to industrial uses, and as specifically identified by the approved final stage PUD Plans, but shall not include outdoor storage or other activities. (d) District Performance Standards. Performance standards for the development in the Affordable Self -Storage PUD District shall adhere to the approved final stage PUD plans and development agreement. In such case where any proposed improvement or use is not addressed by the Final Stage PUD, then the regulations of the B-3, Highway Business District shall apply. (e) Amendments. Where changes to the PUD are proposed in the manner of use, density, site plan, development layout, building size, mass, or coverage, or any other change, the proposer shall apply for an amendment to the PUD under the terms of the Monticello Zoning Ordinance, Section 2.4 (0)(10). The City may require that substantial changes in overall use of the PUD property be processed as a new project, including a zoning district amendment. (9) Rivertown Suites PUD District (a) Purpose. The purpose of the Rivertown Suites PUD District is to provide for the development of certain real estate subject to the District for multiple family residential land uses. (b) Permitted Uses. Permitted principal uses in the Rivertown Suites PUD District shall be multiple family residential uses as found in the R-4, Medium - High Density Residential District of the Monticello Zoning Ordinance, subject to the approved Final Stage Development Plans dated July 23, 2018 and development agreement dated September 7, 2018, as may be amended. The introduction of any other use from any district shall be reviewed under the requirements of the Monticello Zoning Ordinance, Chapter 2, Section (0) — Planned Unit Developments for Development Stage PUD and Final Stage PUD. (c) Accessory Uses. Accessory uses shall be those commonly accessory and incidental to residential uses, and as specifically identified by the approved final stage PUD plans. (d) District Performance Standards. Performance standards for the development of any lot in the Rivertown Suites PUD District shall adhere to the approved final stage PUD plans and development agreement. In such case where any proposed improvement is not addressed by the final stage PUD, then the regulations of the R-4, Medium -High Density Residential District shall apply. City of Monticello Zoning Ordinance Page 223 CHAPTER 5: USE STANDARDS Section S.3 Accessory Use Standards Subsection (C) Table of Permitted Accessory Uses (3) Table of Permitted Accessory Uses and Structures Page 414 City of Monticello Zoning Ordinance Accessory Building — P P P P P P P P P P P P P P P P minor ( 5.3 D1( 1 I Accessory Building — P P P P P P P C P P P P P P P Pmajor 5.3 D 2 Adult Use — accessory LP] C 5.3 Q 3 Agricultural Buildings 5.3 LQJ 4 Air Conditioning Units P I P P P P P P P P P P P P P P P Automated Teller Machines (ATMs) P P P P P P P P S. 3(D)(51 Automobile Repair — C Major 5.3(D Automobile Repair — Minor C C 5.3 UD 7 Boarder(s) P P p 5.3 UD 8 Bulk Fuel Sales/Storage P P P C ICI C 5.3 D 9 Cocktail Room (Retail Sales Accessory to Micro- C C C C C C Distillery) 5.3(D�(10) Co -located Wireless Telecommunications C C C C C C C C C C C C C C C C Antennae 4.13(E) Columbarium (Accessory P P P P P P P use to Cemeteries) 5.3"D "11 Commercial Canopies P P P P P P P P 5.3(D 12) Commercial Transmission/ Reception Antennae/ C C C C C C Structures 4.13(D) Donation Drop-off P P Containers 5.3 LD13 Drive -Through Services P P P C P P P 5.3 Q114 Entertainment/ Recreation C C C C 14 5.3 D 15 — Outdoor Commercial Fences or Walls p p p p p p p p p p p p p p p P 4.3 Greenhouse/Conservatory p p p p p p p P P P P P P P P P 5.3 D 16 non-commercial Heliports C C C C C 5.3 D 17 Home Occupations P P P P P P P p p P 5.3 D 18 Indoor Food / p p p p p p p p 5.3 D 19 Convenience Sales Page 414 City of Monticello Zoning Ordinance CHAPTER 5: USE STANDARDS Section 5.3 Accessory Use Standards Subsection (C) Table of Permitted Accessory Uses City of Monticello Zoning Ordinance Page 415 ' . - -. Indoor Storage P P P P p P 5.3 D 20 Incidental Light p p p p P 5.3(D)(21) Manufacturing Machinery/Trucking :�iEc 5.3(D)(22) Repair & Sales Office P P P P P P none Off-street Loading p p C P P P P P P P 4.9 Space Off-street Parking P P P P P P P P P P P P P P P P 4.8 Open Sales P h C C C 5.3(D(23) Operation and storage of agricultural P 5.3(D)(24) vehicles, equipment, and machinery Outdoor Seating — Accessory to restaurant, bar, production brewery with P\C P\C P\C P\C 5.3(D)(25) taproom, microdistillery with cocktail room, and/or brewpubs Outdoor Sidewalk Sales & Display P P P P P P P P 5.3(D)(26) (businesses) Residential 5.3(D)(27)(a) Outdoor Storage P P P P P P P P P P Industrial 5.3 D 27 b Park Facility Buildings & P P P P P P P P P P P P P P P P 5.3(D)(28) Structures (public) Private Amateur 4.13(6) Radio P P P P P P P P P P P P P P P P Private Receiving Antennae and P P P P P P P P P P P P p p p p 4.13(C) Antenna Support Structures City of Monticello Zoning Ordinance Page 415 CHAPTER 5: USE STANDARDS Section 5.3 Accessory Use Standards Subsection (D) Additional Specific Standards for Certain Accessory Uses (D) Additional Specific Standards for Certain Accessory Uses (1) Accessory Building — Minor (a) Minor accessory buildings do not require a building permit, but shall comply with all applicable zoning regulations. (b) In the M -H district, one minor accessory building for storage of equipment and refuse is permitted for each manufactured home provided the accessory building can meet all required setbacks, and is designed of weather resistant material that will enhance the general appearance of the lot. (2) Accessory Building — Major (a) In all residential districts except M -H, the following shall apply: (i) Size Page 416 City of Monticello Zoning Ordinance Retail Sales of Goods (as P P P P P P C C 5.3(D)(29) part of an office or industrial use Shelters (Storm or P P P P P P P P P P P P P P P P 5.3(D)(30) Fallout Sign(s) P P P P P P P P P P P P P P P P 5.3 D31 Solar Energy System P P P P P P P P P P P P P P P P 5.3(D)(32) Swimming Pool P P P P P P P P P P P P P P P P 5.3(D)(33) Taproom (Retail Sales C C C C C C 5.3(D)(34) Accessory to Production Brewer Large Trash Handling and P P P P P P P P P P P P 5.3(D)(35) Recycling Collection Area Wind Energy Conversion C CC 7 C C 5.3(D)(36) System, Commercial Wind Energy Conversion C C C C C C C C C C C C C C C C 5.3(D)(37) System, Non-commercial Wireless Telecommunications Support Structures C C C C C C C 4.3"E 4.3(Fl (D) Additional Specific Standards for Certain Accessory Uses (1) Accessory Building — Minor (a) Minor accessory buildings do not require a building permit, but shall comply with all applicable zoning regulations. (b) In the M -H district, one minor accessory building for storage of equipment and refuse is permitted for each manufactured home provided the accessory building can meet all required setbacks, and is designed of weather resistant material that will enhance the general appearance of the lot. (2) Accessory Building — Major (a) In all residential districts except M -H, the following shall apply: (i) Size Page 416 City of Monticello Zoning Ordinance CHAPTER 8: RULES & DEFINITIONS Section 8.4 Definitions Subsection (8) Lots or on the effective date of any amendment of this Ordinance, that does not comply with the use regulations of this Ordinance or the amendment. NURSING HOME (CONVALESCENT HOME): A facility that provides nursing services and custodial care generally on a 24-hour basis for two or more unrelated individuals who for reasons of illness, physical infirmity, or advanced age, require such services; but not including hospitals, clinics, sanitariums, or similar institutions. OBSTRUCTION (in relation to flood plains): Any dam, wall, wharf, embankment, levee, dike, pile, abutment, projection, excavation, channel modification, culvert, building, wire, fence, stockpile, refuse, fill, structure, or matter in, along, across, or projecting into any channel, watercourse, or regulatory flood plain which may impede, retard, or change the direction of the flow of water, either in itself or by catching or collecting debris carried by such water. OFFICE USE: An establishment primarily engaged in providing professional, financial, administrative, clerical, and similar services. OFF-STREET LOADING SPACE: A space accessible from the street, alley or way, in a building or on the lot, for the use of trucks while loading or unloading merchandise or materials. Such space shall be of such size as to accommodate one (1) truck of the type typically used in the particular business. OPACITY (OPAQUE): A measurement indicating the degree of obscuration of light or visibility. An object that is 100% opaque is impenetrable by light. OPEN SALES: Any open land used or occupied for the purpose of buying, selling, and/or renting merchandise and for the storing of same prior to sale. This use includes all outdoor sales and display of goods and/or materials that are not specifically addressed as Outdoor Storage, Sidewalk Sales & Display, or Off -Street Vehicle Parking. OPEN SPACE: An area on a lot not occupied by any structure or impervious surface. OPEN SPACE, USABLE: A required ground area or terrace area on a lot which is graded, developed, landscaped, and equipped and intended and maintained for either active or passive recreation or both, available and accessible to and usable by all persons occupying a dwelling unit or rooming unit on the lot and their guests. Such areas shall be grassed and landscaped or covered only for a recreational purpose. Roofs, driveways, and parking areas shall not constitute usable open space. City of Monticello Zoning Ordinance Page 495 CHAPTER 8: RULES & DEFINITIONS Section 8.4 Definitions Subsection (B) Lots ORDINARY HIGH WATER (new shoreland district code): The boundary of public waters which may include wetlands, and shall be an elevation delineating the highest water level which has been maintained for a sufficient period of time to leave evidence upon the landscape, commonly that point where the natural vegetation changes from predominantly aquatic to predominantly terrestrial. For watercourses, the ordinary high water level is the elevation of the top of the bank of the channel. For reservoirs and flowages, the ordinary high water level is the operating elevation of the normal summer pool. OUTDOOR STORAGE: The keeping, in an un -roofed area, of any goods, material, merchandise, or vehicles in the same place for more than twenty-four (24) hours. This shall not include the display of vehicles for sale in a new or used car sales lot. OUTPATIENT CARE: Medical examination or service available to the public in a hospital. This service is provided without overnight care and shall be considered a separate, independent, principal use when combined or operated in conjunction with a hospital. OWNER: The person or entity with a legal or equitable interest in the land on which the construction activities will occur. PARAPET: A low wall which is located perpendicular to (extension of front wall) a roof of a building. PARK FACILITY, ACTIVE: A park or recreation facility that includes one or more of the following: buildings, lighting, ball fields, tennis courts, swimming pools, skate parks, golf courses, or other active sports facilities. Active park facilities will commonly include benches, picnic areas, trails, sidewalks, and other similar features. PARK FACILITY, PASSIVE: A park or recreational facility that does not include the construction of facilities, lighting, or development of ball fields or other active sports facilities. Passive parks may include benches, picnic areas, trails and sidewalks. PARKING, OFF-STREET: The act of keeping a passenger vehicle as defined herein and/or small commercial vehicles, recreational vehicles and emergency vehicles as defined herein, on an approved parking space, properly surfaced, for a period of less than twenty-four (24) hours. PARKING BAY: The parking module consisting of one or two rows of parking spaces or stalls and the aisle from which motor vehicles enter and leave the spaces. PARKING ISLAND: Landscaped areas within parking lots used to separate parking areas and to soften the overall visual impact of a large parking area from adjacent properties. Page 496 City of Monticello Zoning Ordinance CHAPTER 8: RULES & DEFINITIONS Section 8.4 Definitions Subsection (8) Lots RIVER, TRIBUTARY: Rivers in the Protected Public Waters Inventory that are not classified by the DNR as an agricultural, forested, remote or transition river. ROOF: The exterior surface and its supporting structure on the top of a building or structure. The structural makeup of which conforms to the roof structures, roof construction and roof covering sections of the International Building Code. ROOT ZONE: The area inside the dripline of a tree that contains its roots. SCHOOL, Pre -K-12: A public or private school offering general, technical, or alternative instruction at the elementary, middle, or high school level that operates in buildings or structures on land leased or owned by the educational institution for administrative purposes. Such uses include classrooms, vocational training (including that of an industrial nature for instructional purposes only in middle or high schools), laboratories, auditoriums, libraries, cafeterias, after school care, athletic facilities, dormitories, and other facilities that further the educational mission of the institution. SCHOOL, HIGHER EDUCATION: A public or private non-profit institution for post- secondary education or a public or private school offering vocational or trade instruction to students. Such educational institutions operate in buildings or structures on land leased or owned by the educational institution for administrative purposes. Such uses include classrooms, vocational training (including that of an industrial nature for instructional purposes only), laboratories, auditoriums, libraries, cafeterias, after school care, athletic facilities, dormitories, and other facilities that further the educational mission of the institution. SCROLLING TEXT: A type of dynamic sign movement in which the letters or symbols move horizontally across the sign in a continuous scroll, permitting a viewer to observe the message over time. Scrolling shall not include flashing or other types of video movement. SEDIMENT CONTROL: Measures and methods employed to prevent sediment from leaving the site. SELF -STORAGE FACILITY: A building or group of buildings that contains equal or varying sizes of individual, compartmentalized, and controlled access stalls or lockers for the storage of residential or commercial customer's goods or wares. SEDIMENT: The product of an erosion process; solid material both mineral and organic, that is in suspension, is being transported, or has been moved by water, air or ice, and has come to rest on the earth's surface either above or below water level. City of Monticello Zoning Ordinance Page 501 FUTURE LAND USE MAP COMMERCIAL DESIGNATIONS There are four commercial and mixed land use designations as follows: Community Commercial A Community Commercial designation applies to existing commercial uses along State Highway 25, School Boulevard and Chelsea Road, as well as other small pockets of Monticello that include existing shopping centers, retailers and entertainment uses. The intent of Community Commercial is to provide locations for everyday retail goods and services generally oriented to a city-wide basis. Regional Commercial A Regional Commercial designation applies to areas targeted for uses that serve the traveling public and larger retail uses and commercial development intended for a regional market. This designation is generally applied to various areas along the Interstate 94 corridor with high visibility. The development character of the regional commercial development will continue to be auto -oriented, large format commercial uses such as `big -box' uses and other uses that require a large parking area. Looking to the future, opportunities for connectivity and design linkages between such development and nearby uses and neighborhoods will be emphasized. Downtown Mixed -Use The Downtown Mixed -Use category identifies and designates the downtown area as a primary development focus for downtown intended to improve, revitalize and redevelop Downtown Monticello as envisioned in the 2017 Downtown Small Area Plan. The goal is to transform downtown into a thriving commercial area with new mixed-use, specialty retail and restaurant uses with enhanced streetscape and pedestrian amenities. Entertainment uses, co -working spaces, boutiques and cafes are also envisioned. New downtown development should also embrace and be oriented towards the river whenever possible. Commercial/Residential Flex The Commercial/Residential Flex designation encourages the mix of flexible and compatible development of commercial, office, retail and residential uses in limited areas of the city on the same or adjacent properties. The purpose of this designation is to give the city and property owners flexibility for future land use based on market demand. The Commercial/Residential Flex designation is applied to a few of the remaining large vacant parcels in the City including the parcels located south of Chelsea Road and north of School Boulevard and centered along Dundas Road. This designation is also applied to parcels located between Interstate 94 and 7th Street West. These properties may be developed as commercial, residential, or mixed land uses under the city's PUD zoning, subject to review and approval of the City. TABLE 3.3.- FUTURE LAND USE COMMERCIAL ACREAGES Land Use CategoriesAcreage Community Commercial 125 Regional Commercial 433 Downtown Mixed -Use 48 Commercial and Residential Flex 174 Source: Monticello Downtown Small Area Plan (2017) 60 (« LAND USE, GROWTH AND ORDERLY ANNEXATION COMMUNITY COMMERCIAL (CC) The Community Commercial designation includes low -scale retail, service, and office uses located along the City's arterials and collector streets. Some of these areas are developed as auto -oriented "strip" shopping centers while others are freestanding offices, commercial uses, or clusters of businesses intended to meet the needs of the community at large. Typical retail uses would include supermarkets, drug stores and miscellaneous local -serving retail stores and services. Typical office commercial uses might include banks, finance, real estate, medical and dental offices, and professional services. Typical service commercial uses might include gas stations, restaurants including fastfood, used car sales, and minor auto repair businesses. MONTICELLO 2040 VISION + PLAN Secondary Mode Shared bike/ pedestrian facilities • Floor Area Ratio (FAR) 0.30 to 0.50 • Height - 1-2 stories • Lot Area - N/A DEVELOPMENT O' 2018 Correlating J Zoning District B-2 Limited Business District B-3 Highway Business District Primary Mode Vehicular with access to collectors and arterials Transit or shuttle service Secondary Mode Shared bike/ pedestrian facilities • Floor Area Ratio (FAR) 0.30 to 0.50 • Height - 1-2 stories • Lot Area - N/A DEVELOPMENT O' 2018 Correlating J Zoning District B-2 Limited Business District B-3 Highway Business District REGULAR MEETING — MONTICELLO CITY COUNCIL Monday, October 25, 2021— 6:30 p.m. Mississippi Room, Monticello Community Center Present: Lloyd Hilgart, Jim Davidson, Bill Fair, Charlotte Gabler, and Sam Murdoff Absent: None 1. General Business A. Call to Order & Pledge of Allegiance Mayor Hilgart called the meeting to order at 6:30 p.m. Mayor Hilgart noted that Councilmember Bill Fair was sworn in prior to the special meeting. B. Manufacturer's Week Proclamation C. Approval of Agenda Councilmember Gabler moved approval of the agenda. Councilmember Murdoff seconded the motion. Motion carried unanimously. D. Approval of Meeting Minutes • Special Meeting Minutes from October 11, 2021 • Regular Meeting Minutes from October 11, 2021 Councilmember Murdoff moved approval of both sets of minutes. Councilmember Gabler seconded the motion. Motion carried unanimously. E. Citizen Comments Clarence McCarty, downtown business owner, commented on the downtown dumpster enclosure located on Block 35. The enclosure is being left unlocked and open for non-paying people to empty their garbage. He requested that the City notify participating business owners to make sure they lock it and look at providing better security. Staff will review the enclosures for any updates that can be made. F. Public Service Announcements • Downtown Trick -or -Treat is Thursday, October 28 from 4 — 6 p.m. G. Council Liaison Updates • EDA — Councilmember Davidson stated that the EDA approved the preparation of a wetland delineation and plans and specifications for grading and stormwater improvements for a portion of City/EDA property at Otter Creek Business Park. • 1-94 Coalition — Councilmember Gabler noted that there was a zoom meeting regarding grants. 2. Consent Agenda: Councilmember Fair moved approval of the Consent Agenda. Councilmember Gabler seconded the motion. Motion carried unanimously. A. Consideration of approving the payment of bills. Action taken: Approved the bill and purchase card registers for a total of $807,957.57. B. Consideration of approving new hires and departures for city departments. Action taken: Approved the hires for Parks and MCC and departures for MCC.. Parks, and DMV. C. Consideration of approving the sale/disposal of surplus city property for the Street Department. Action taken: No report this cycle. D. Consideration of approving an application for a temporary charitable gambling permit for a raffle to be conducted by the Monticello Chamber of Commerce for their annual banquet on December 3, 2021. Action taken: Application was approved. E. Consideration of adopting Resolution 2021-81 supporting the Wright County Local Option Sales Tax. Action taken: Resolutions 2021-81 was adopted. F. Consideration of approving annual Snowplowing and Ice removal Policy for the 2021-2022 snow season. Action taken: Approved the policy. G. Consideration of approving "The Pointes at Cedar" as the final name for the "Chelsea Commons" planning area and authorizing the corresponding correction of documents. Action taken: Approved `The Pointes at Cedar' as the final name. H. Consideration approving an Administrative Subdivision and Administrative Lot Combination for two parcels located in the Central Community District, General Sub -District and approving a Waiver of Application Fee & Escrow. Applicant: Mosbart Properties, LLC. Action taken: Approved the Administrative Subdivision and Administrative Lot Combination based on findings in Resolution PC -2021-042 and the conditions of approval as required in the ordinance and Exhibit Z and approved the Waiver of Application Fee & Escrow based on the finding that the encroaching condition and non -conformity was created by the City of Monticello as the prior owner. I. Consideration of approving a Corrective Amendment to the City of Monticello Official Zoning Map for Shoreland Overlay District Boundaries. Applicant: City of Monticello. Action taken: Adopted Ordinance 764 approving a corrective amendment to the City of Monticello Official Zoning Map for Shoreland Overlay District Boundaries, based on findings to be made by the City Council. 3. Public Hearings: A. PUBLIC HEARING: Consideration of adopting Resolution 2021-82 approving an assessment roll for delinquent miscellaneous accounts to be certified to the County Auditor for 2022 payable tax year Jennifer Schreiber, City Clerk, presented the item. There was minimal discussion among City Council. Mayor Hilgart opened the public hearing. No one testified. Mayor Hilgart closed the public hearing. Councilmember Murdoff moved to adopt Resolution 2021-82 approving the assessment roll for delinquent miscellaneous accounts. Councilmember Davidson seconded the motion. Motion carried unanimously. B. PUBLIC HEARING: Consideration of adopting Resolution 2021-83 approving an assessment roll for delinquent utility accounts to be certified to the County Auditor for the 2022 payable tax year Jennifer Schreiber presented the item. There was minimal discussion among City Council. Mayor Hilgart opened the public hearing. No one testified. Mayor Hilgart closed the public hearing. Councilmember Fair moved to adopt Resolution 2021-83 approving an assessment roll for delinquent utility accounts. Councilmember Murdoff seconded the motion. Motion carried unanimously. 4. Regular Agenda: A. Consideration of an Appeal to Denial of Variance to Accessory Structure square footage maximum of 1,500 square feet and Consideration of approving a Conditional Use Permit for Accessory Structure exceeding 1,200 square feet for an existing single family residential use in the Central Community District, General Sub -District. Applicant: Clarence McCarty Steve Grittman, NAC, provided an overview of the request for appeal by the applicant. There was discussion among City Councilmembers. Mayor Hilgart commented that he did not believe approving the variance would set a precedent. He noted that in this situation, the applicant has a unique existing detached accessory structure and is seeking to add an attached garage to the home, which is different from the more common request of an existing attached garage and request for large, detached accessory structure. Councilmember Fair concurred. To allow the proposed two -stall garage addition, staff's proposal was that part of the barn would need to be removed because the total square footage of accessory garage space exceeds what is allowed by ordinance. Clarence McCarty, the applicant, addressed the City Council. He noted that the barn was there before the City was platted. The current house was built in 1926. He noted that it would not be feasible to remove a portion of the barn. Due to the uniqueness of the property, he requested that City Council reverse the decision by the Planning Commission denying the variance. Councilmember Fair moved to approve the variance from the maximum total garage space on a single-family parcel based on the uniqueness of the property, such as lot, age of structures, location in downtown area, and existing barn/garage structure preceded the house. Councilmember Murdoff seconded the motion. Motion carried unanimously. Mayor Hilgart moved to adopt the Conditional Use Permit as recommended by the Planning Commission, based on findings in Resolution PC -2021-035, and the conditions of approval as required in the ordinance and in Exhibit Z, excluding #2 and 3. Councilmember Davidson seconded the motion. Motion carried unanimously. B. Consideration of an amendment to the Affordable Storage Planned unit Development for Proposed Container Accessory Use. Applicant: Keith Burnham Steve Grittman, NAC, presented the item and noted that the Planning Commission unanimously recommended denial of the amendment. Staff also recommended denial of the amendment as the operation would be inconsistent with the intent of the land use specified by the Comprehensive Plan and, in addition, it is incompatible with the uses directly adjoining the subject property, particularly that of the single-family residential neighborhood to the south. It was also noted by staff that there should be a recommended removal date of November 15, 2021. When the original PUD was granted for commercial self - storage facility on this property, it was specifically noted that outdoor storage of materials on the site would not be permitted. Outdoor storage of materials is a use that is specifically relegated to industrial districts. Tim Dolan, Decklan Group on behalf of the applicant, addressed the City Council. Mr. Dolan explained that the applicant had read the PUD ordinance and believed the placement of containers was consistent with the ordinance. He also noted that the primary changes to the application are to the height and location of the containers. Mr. Dolan requested that they Council grant the amendment for a short-term use, up to 48 months. There was discussion among City Council. Councilmember Gabler commented that she would support the use for up to 48 months, with a review at 12 months. Councilmember Davidson agreed with 12 months because, in 12 months, Affordable Storage would have enough data on whether the use serves a purpose and would be able to build a structure. Councilmember Fair noted that he appreciated the investment the company has mode, but he would not support anything more than 12 months, as the City needs to consider the adjoining properties. Mayor Hilgart does not support the use, as it will set a precedent for facilities that have detached buildings such as those proposed. Councilmember Davidson added that this use would have never been allowed in the original PUD. Councilmember Murdoff commented that the City should allow based on the current business model originally allowed, with is storage. Staff's position is that the intent of the PUD was that there would not be materials stored outside the buildings. Councilmember Fair moved to affirm Planning Commission's denial of the request and require the removal of containers by November 15, 2021. Councilmember Davidson seconded the motion. Steve Grittman noted that there is a Council resolution in the packet, as proposed by staff, affirming the denial and listing the findings of fact for denial. Councilmembers Fair/Davidson had friendly amendment to motion to adopt Resolution 2021-85 denying a PUD Amendment for storage boxes on the Affordable Self -Storage site as outdoor storage based on findings in the stated resolution for denial and requiring the removal of the containers no later than November 15, 2021. Motion carried 3-2; Councilmembers Gabler and Murdoff voted against as they supported an interim use permit. Councilmember Gabler moved to adopt Ordinance 765 for PUD Amendment for the Affordable Storage Planned Unit Development, based on findings in Resolution 2021-85 for correction of language in Section (8)(c) to read as follows: Accessory Uses. Accessory uses shall be those commonly accessory and incidental to " commercial uses, and as specifically identified by the approved final stage PUD plans but shall not include outdoor storage or other activities. Councilmember Fair seconded the motion. Motion carried unanimously. C. Consideration of authorizing the purchase of a replacement fire engine for $20,000 from the City of Clearwater Rachel Leonard, City Administrator, provided an update on the purchase. The request was because Engine 12 was damaged responding to a call. The engine was not a total loss and is being repaired. To maintain an adequate fleet, the proposed fire engine will be used in the interim. Staff is optimistic that the insurance proceeds will cover the repairs of Engine 12 and the cost of this replacement vehicle. This item will not be a permanent vehicle of the Fire Department and will be sold when Engine 12 is repaired. There was minimal discussion among City Council. Councilmember Fair moved to authorize the purchase of the fire engine. Councilmember Gabler seconded the motion. Motion carried unanimously. 6. Adjournment: By consensus, the meeting was adjourned at 8:03 p.m. Recorder: Approved: Jennifer Schreiber an Att Planning Commission Agenda — 06/07/2022 2D. Public Hearing - Consideration of a Request for an Amendment to the Monticello Zoning Ordinance for the Retail Service Uses Including but not Limited to Definition, Zoning Districts and Standards. Applicant: Citv of Monticello. Prepared by: Community & Meeting Date: Council Date (pending Economic Development Coordinator Commission action): 06/07/2022 TBD Additional Analysis by: Community Development Director ALTERNATIVE ACTIONS Decision 1: Consideration of a Request for Amendment to the Monticello Zoning Ordinance for the Retail Service Uses Including but not Limited to Definition, Zoning Districts and Standards. 1. Motion to table action on Resolution No. PC -2022-035, regarding a request for amendment to the Monticello Zoning Ordinance for the Retail Service Uses including but not limited to definition, zoning districts and standards and continue the Public Hearing to July 5, 2022. REFERENCE AND BACKGROUND City Staff is requesting to again table action on this request for an amendment to the Monticello Zoning Ordinance for the Retail Service Uses including but not limited to definition, zoning districts and standards until the next regular scheduled meeting on July 5t", 2022. STAFF RECOMMENDED ACTION Staff recommends Alternative Action #1. SUPPORTING DATA A. No Supporting Data Planning Commission Agenda: 06/07/22 3A. Consideration to adopt Resolution PC -2022-042 finding that the establishment of TIF District 1-46 and TIF Plan for TIF District 1-46 conforms to the Monticello 2040 Comprehensive Plan Prepared by: Community Meeting Date: Council Date (pending Development Director 6/07/2022 Commission action): Multiple Dates Additional Analysis by: Economic Development Manager, Community & Economic Development Coordinator ALTERNATIVE ACTIONS 1. Motion to adopt Resolution PC -2022-042 finding that the establishment of TIF District 1-46 and TIF Plan for TIF District 1-46 conforms to the Monticello 2040 Comprehensive Plan. 2. Motion of other. A. REFERENCE AND BACKGROUND The Planning Commission is asked to consider a resolution finding that establishment of TIF District 1-46 and the TIF Plan for District No. 1-46 conform to the Monticello 2040 Comprehensive Plan. This review is part of the required process for the establishment of a new tax increment financing districts. Willi Hahn Corporation (Wiha Tools) is proposing to construct a 60,000 to 70,000 square foot facility on a vacant 12 -acre site located on 7t" Street East. Wiha Tools is a manufacturer and distributor of premium hand tools. They are currently located in a 26,475 square foot building located at 1348 Dundas Circle. They have been operating from the current location in Monticello since 1996 and expanded that building in 2004. Wiha also purchased a building (11,500 square feet) located at 1347 Dundas Circle in 2005. Due to steady and continued growth, Wiha Tools has determined that it needs to nearly double its space to meet growing customer demand and that its current facilities are inadequate to support the expected growth. The proposed 7t" Street site is guided Employment Campus in the Monticello 2040 Comprehensive Plan. It is zoned Industrial Business Campus (IBC). Light Industrial uses are permitted uses in the IBC. Wiha Tools will perform light assembly and distribution tasks at the facility initially. In addition, with a future expansion, the company plans to perform plastic injection molding and other machining tasks. These processes are each consistent with Light Industrial use. 1 Planning Commission Agenda: 06/07/22 The company currently employs 64 FTE and plans to add 59 new staff with the expansion proposal. While the City's Economic Development Authority (EDA) is the primary board responsible for working with the developer in the drafting of the TIF Plan and companion contract, the TIF Plans are provided to the Planning Commission as a reference document on the TIF District function and the required minimum improvements in relationship to the goals and objectives of the Comprehensive Plan. The EDA and City Council will take their respective actions related to the specifics of the project financing and TIF District establishment. At this time, Planning Commission's role is solely to determine conformity with the Comprehensive Plan in relationship to the purpose of the TIF District. The developer will submit a plat application to combine the parcels at a later date, which will come before the Commission for recommendation. The developer is working through the TIF process as a first step to determine and confirm project financing prior to submittal of the required land use applications. The purpose of the creation of TIF District 1-46 will be to create an Economic Development TIF district to assist the developer with eligible project development costs. Without TIF and other assistance supporting the land acquisition and site preparation costs, the proposed expansion is unlikely to occur at this site. The City adopted its current Comprehensive Plan in 2020. The proposed TIF District and meets the following goals and objectives of the Monticello 2040 Comprehensive Plan. o Growth & Change: Opportunity Areas: Within the Monticello 2040 Implementation chapter, this goal and policy encourages the City to grow from within, making efficient use of services already in place. The proposed project allows for the relocation and expansion of an existing business on a parcel which is already served with public streets and utilities. The Light Industrial use is also consistent with the guided land use designation and zoning for the area. o Active Employment Centers: Land Supply and Employment Growth: The City's 2040 Plan recognizes the need to provide for places of employment in manufacturing and technology. Relocation and expansion of Wiha's light manufacturing activity is directly consistent with this goal. o Business Attraction and Retention: Business and Employment Retention/Local Business Support: The 2040 Plan specifically cites a strategy calling for the support and facilitation of growth for companies that are expanding and adding employees, such as Wiha. Retention of this growing industry and Wiha's plans to generate significant employment align directly with this goal. 2 Planning Commission Agenda: 06/07/22 o Tax Base Expansion: Business Toolbox: The use of tax increment financing to assist in business growth is in alignment with the promotion and availability of financial tools to the business community as noted in the Plan. In summary, the City's adopted 2040 Comprehensive Plan and its supporting documents provide the basis for the development of the proposed economic development district. The Plan further identifies that there may exist a need for financial resources, such as tax increment financing, to support the creation of tax base and employment opportunity. C. STAFF RECOMMENDATION: City staff supports Alternative #1 above. Staff believes that the proposed project and its use is consistent with the City's long-range plans. Wiha is adding a large number of jobs as well as significant new tax base on appropriately guided and zoned parcels, consistent with the Monticello 2040 Plan. The Planning Commission will make other recommendations through the plat processes the developer will be undertaking. D. SUPPORTING DATA: A. Resolution PC-2022-042—TIF District 1-46 Comp Plan Consistency B. Aerial Image C. Monticello 2040 Plan, Excerpts D. TIF Plan, TIF 1-46 3 City of Monticello Wright County, Minnesota Planning Commission Resolution No. PC -2022-042 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF MONTICELLO CONCERNING A PROPOSED TAX INCREMENT FINANCING DISTRICT WHEREAS, the proposal by the City of Monticello, Minnesota (the "City") and the Monticello Economic Development Authority (the "EDA") to establish Tax Increment Financing (Economic Development) District No. 1-46 (Wiha Tools) (the "TIF District") and adopt the Tax Increment Financing Plan relating thereto (the "TIF Plan"), all pursuant to and in conformity with applicable law, including Minnesota Statutes, Sections 469.174 to 469.1794, as amended (together, the "TIF Act"), has been submitted to the City of Monticello Planning Commission (the "Commission"); and WHEREAS, the Commission has reviewed the TIF Plan to determine the consistency of the TIF Plan with the comprehensive plan for the City; and WHEREAS, the Commission's review of the TIF Plan relates solely to compliance with the TIF Act. The Planning Commission shall undertake a detailed review of the proposed project described in the TIF Plan as part of the City's normal planning process on a later date. NOW, THEREFORE, BE IT RESOLVED by the Commission that the TIF Plan conforms to the general plans for the development and redevelopment of the City as a whole. ADOPTED this 71h day of June, 2022, by the Planning Commission of the City of Monticello, Minnesota. as ATTEST: MONTICELLO PLANNING COMMISSION Paul Konsor, Chair Angela Schumann, Community Development Director MN190\172\785790.v1 City of Monticello Wright County, Minnesota Planning Commission Resolution No. PC -2022-042 MN 190\172\785790.v1 FUTURE LAND USE MAP EMPLOYMENT AND INDUSTRIAL DESIGNATIONS Monticello currently contains approximately 194 acres of land used for industrial and employment purposes. The industrial land in Monticello is generally located in the Otter Creek Business Park, along Chelsea Road between Edmonson Avenue and Fenning Avenue, and the Cargill complex in downtown. The Future Land Use Map includes approximately 1,729 acres of industrial and employment designated land to promote a strong industrial business sector represented by increased jobs and tax revenue generated for Monticello. The goals for developing workforce and tax base are found in the Economic Development Chapter of this plan. Three designations classify industrial and employment generating uses. Light Industrial Park This designation encourages the broadest range of industrial related land uses, including warehousing and distribution. Three large areas of the City are designated as Light Industrial Park. This includes Otter Creek Business Park and parcels located directly to the north on Chelsea Road. Two large portions of the MOAA have also been designated as such, including portions of the Northwest Study Area and a large area just south of the city boundary on the east side of Highway 25. The planning objective for expanding the amount of industrially designated land is to increase the number and types of industrial and employment generating businesses in Monticello. General Industrial The General Industrial designation applies to areas centered along Chelsea and Dundas Roads. These areas include uses that may require automotive access for customer convenience, servicing of vehicles or equipment, loading or unloading, outdoor storage or parking of commercial service vehicles. Cargill's facility adjacent to the Downtown is also designated as General Industrial. Employment Campus An Employment Campus designation applies to areas of Monticello where a high concentration of jobs is desired. The design character of these areas includes site and building design elements that incorporate landscaping, screening, and building treatments that promote a high-quality visual environment. Open spaces and smaller commercial uses or restaurants may be intermixed to serve the employment base. Other permitted employment uses may include advanced manufacturing, research and development, technology and communications, and professional and corporate office uses. TABLE 3.4: FUTURE LAND USE EMPLOYMENT AND INDUSTRIAL ACREAGES Source: Cargill Kitchen Solutions Inc. Source: WGI Industries MONTICELLO 2040 VISION + PLAN 61 EMPLOYMENT CAMPUS (EC) This designation primarily applies to areas used for research and development, medical laboratories, advanced manufacturing, green technology, renewable energy, computer technology, professional and corporate offices and industrial engineering facilities. Some commercial uses such as restaurants and hotels are also allowed. Characteristics such as noise, vibration and odor do not occur or do not generate significant impacts. Hazardous materials handling and storage may also occur but must be stored indoors or screened from the public right-of-way. The Employment Campus designation is characterized by a campus -like environment of one and two-story buildings on large parcels. It also provides a high level of amenities including pedestrian connections and architectural and landscape treatment that maintain high standards of visual quality in a campus like environment. Employment Research and Development Advanced Manufacturing Green Technology Renewable Resources • Professional and Corporate Offices • Industrial Engineering Facilities Commercial • Restaurant • Convenience Retail • Corporate Hotel Recreational • Plaza • Public Space Primary Mode Vehicular with access to collectors and arterials �i Transit or shuttle service Secondary Mode Pedestrian -friendly streetscape Bicycle facilities and parking • Floor Area Ratio (FAR) 0.50 to 0.75 • Height - Up to 6 stories • Lot Area - N/A ♦� 2018 Correlating Zoning District IBC Business Campus District 80 t((� LAND USE, GROWTH AND ORDERLY ANNEXATION IMPLEMENTATION CHART: LAND USE, GROWTH AND ORDERLY ANNEXATION SHORT I LONG- ONGOING THEME TERM TERM Policy 1.1: Opportunity Areas Strategy 1.1.1- Facilitate biannual meetings to • ' • • Guide new growth and development serve as a "Development Forum" with interested property owners, realtors, builders and O O • •• • • • • to specific areas of the City developers to discuss long-term planning, real hili • " " • • identified on the Future Land Use estate market conditions, potential development • • • • • Map. As described in the text below, proposals and constraints. • • • • • • " - • • • growth areas include "primary" • • " ' • ' " • • areas where development is Strategy 1.1.2- Develop and publish a 'Development Opportunity Map' for use by • " " • • • • • • " • anticipated and encouraged and • • "• • • • • "secondary" growth areas where the public, property owners and development community that identifies vacant and potential O �a • • • • • • ' development may be longer-term development opportunity sites, as well as • • • • ' • • " " • • • but still may happen prior to 2040, pending and approved projects within the • • • • • " • • and "tertiary" where development City and MOAA. • - " • • - • • • • is not expected prior to 2040. - • • . • Mug • Strategy 1.1.3 - Adopt necessary amendments • • • • • to the official zoning map consistent with the Land Use Plan for those opportunity areas within O the city boundary. The Primary Growth areas include the Downtown, Otter Creek Business Park, the Chelsea Road corridor, the 7th Street Corridor, the 90th Street NE corridor, and other large vacant parcels within or contiguous to the existing municipal boundary. Significant growth should occur within the City boundary prior to development in the MOAA. Although there may be exceptions to this policy when warranted by specific development proposals, particularly in the East Bertram Planning Area. The Secondary Growth areas include the designated Planning Areas, and properties in the MOAA designated a specific land use. This includes, but is not limited to, the Northwest and East Bertram Planning Areas, residential development in the southern and eastern portions of Monticello, the CSAH 39 corridor and the Highway 25 corridor south of the City boundary. The Development Reserve of the MOAA represents a rural Tertiary Growth area considered over a much longer development period. These areas are generally not contiguous to city boundaries and will require utility, infrastructure and transportation studies prior to development. These areas, which are protected from development by MOAA land use controls, may have positive attributes attractive for development proposals but also have the size and land area that warrant a longer term, phased development approach determined by the City's progress in the primary and secondary growth areas, housing demand, economic conditions and infrastructure spending. Opportunities for growth and change also exist within established city neighborhoods but are more limited in scope. Change in established neighborhoods will be more incremental, with a gradual shift toward design improvements, sustainability initiatives, amenities, and connectivity to improve the quality of life of Monticello residents. 194 IMPLEMENTATION IMPLEMENTATION CHART: LAND USE, GROWTH AND ORDERLY ANNEXATION SHORT I LONG- ONGOING THEME TERM TERM 208 —!� IMPLEMENTATION Policy 4.3. Downtown Mixed -Use Strategy4.3.2- Focus investment and redevelopment efforts on Block 52 and surrounding parcels. Recruit a high-profile tenant or other large activity generator in a O O premier building space overlooking the River and anchoring the Downtown. Strategy4.3.3- Implement improvements to the downtown streetscape, including the Walnut Corridor Streetscape Plans, to complement the goal for a new and revitalized downtown. All downtown O ((( branding and signage should be consistent. ))) Strategy4.3.4 -Coordinate with MnDOT as necessary to implement traffic management measures and streetscape design techniques to reduce truck speeds through Downtown, improve the pedestrian experience O and incorporate design techniques that emphasize safety, access and mobility throughout the Downtown. Policy 5.1. Land Supply Strategy 5.1.1- Retain and plan for and Employment Growth development of land zoned for Employment • _ • • ' • • • • • - • • • • Maintain an industrial land supply Campus and Light Industrial Park that is sufficient to meet long-term needs for light • • . - • .. that is adequate and suitable industrial uses, manufacturing, production O �� - • • • • - • for the continued growth of the and assembly, and other uses which support - • - - - • • • • City's core industries, including continued diversity in tax base and create • - • • • manufacturing, logistics/distribution, living -wage employment. • • • - - • • - and emerging technologies. • • - • . • - The City should capitalize on its Strategy 5.1.2 - Evaluate industrial land use • • • • proximity to Interstate 94, regional opportunity for warehousing/distribution as a industrial balancing impacts -- • • • • •• transportation facilities, and growing sector, on transportation corridors and land -to- O �a O .. . -• - . • . educated and skilled work force to employment ratios. ►- - .• - create opportunities for job growth. 208 —!� IMPLEMENTATION IMPLEMENTATION CHART: ECONOMIC DEVELOPMENT SHORT- I LONG- ONGOING THEME TERM TERM Policy 1.1: Business and Strategy 1.1.1- Maintain a strong Business I Employment Retention Retention and Expansion (BR&E) program to monitor opportunities for continued growth ' • - Retain existingbusinesses and and expansion of businesses as well as the O • • • • • • employers to ensure existing continued relationship development between " • • and future residents have access to the City and existing businesses. • • livable wage jobs in a diverse range Strategy 1.1.2 - Identify and support companies O Of economic sectors. that are expanding and adding employees. Strategy 1.1.3 - Identify and promote programs that assist existing companies in expansion and 0 La creation of new positions. Strategy 1.1.4 -Assist and support companies O in accessing business assistance programs including financial and educational programs. Bring Businesses and EducatStrateional Educational Organizations together to Organizations O create training programs to foster new living wage opportunities. Policy 1.2: Local Business Support Support existing businesses in their Strategy 1.2.1— Facilitate relationships with existing businesses on the expansion, redevelopment and improvement of their 43 efforts to expand and do business buildings and facilities. in the community. Strategy 1.2.2 - Consider facade rehabilitation programs, small business loans, grants and other tools to encourage property reinvestment O and support local businesses. Strategy 1.2.3- Foster partnerships and maintain networking relationships with the goal of maintaining communication in support of O existing businesses. MONTICELLO 2040 VISION + PLAN IMPLEMENTATION CHART: ECONOMIC DEVELOPMENT SHORT- I LONG- ONGOING THEME TERM TERM 224 -!� IMPLEMENTATION Policy 2.1. Diverse • Economic Sectors Strategy2.1.1- Capitalize on the proximity to 1-94 regional transportation facilities, available O ' • • " • • • • • • land and educated and skilled workforce to �a • . - • - Diversify economic sectors to create opportunities for job growth. - • • • - broaden the base of available . • - • • - • living wage employment in Strategy2.1.2- Inventory existing industry • - • • the Community. clusters and strengthen those clusters by attracting similar and complementary businesses. O Strategy2.1.3- Work with existing business clusters to expand the attraction of supply O chain companies. Strategy2.1.4- Recognize changing land use patterns for industrial parks, and other or O alternative uses such as co -working spaces. Policy2.2. Business Toolbox Strategy2.2.1- Promote economic development tools to the business community. O Maintain a business development and job creation toolbox to assist Strategy2.2.2- Develop criteria for a City tax O existing and future businesses. reimbursement and abatement program. Strategy2.2.3 - Identify and promote new and existing state and federal programs to support O business development and attraction. Strategy 2.2.4- Prepare a complete development site package for high-priority areas O including a map of available parcels. Strategy2.2.S- Certify available industrial sites as "shovel ready" to allow for faster turnaround O of development projects. Strategy2.2.6- Maintain and update annually property availability maps for commercial and O industrial parcels. 224 -!� IMPLEMENTATION FBI-D'TiTm CITY OF MONTICELLO, MINNESOTA TAX INCREMENT FINANCING PLAN FOR TAX INCREMENT FINANCING (ECONOMIC DEVELOPMENT) DISTRICT NO. 1-46 (Wiha Tools) WITHIN CENTRAL MONTICELLO REDEVELOPMENT PROJECT NO. 1 CITY OF MONTICELLO AND CITY OF MONTICELLO ECONOMIC DEVELOPMENT AUTHORITY (EDA) PUBLIC HEARING DATE: , 2022 PLAN APPROVED BY CITY COUNCIL DATE: , 2022 PLAN APPROVED BY EDA DATE: , 2022 PLAN CERTIFICATION REQUEST DATE: , 2022 PLAN CERTIFIED DATE: , 2022 NORTHLAND SECURITIES Northland Securities, Inc. 150 South Fifth Street, Suite 3300 Minneapolis, MN 55402 (800)851-2920 Member NASD and SIPC Registered with SEC and MSRS TABLE OF CONTENTS ARTICLE I - INTRODUCTION AND DEFINITIONS.........................................................1 Section 1.01 Introduction......................................................................................1 Section1.02 Definitions.........................................................................................1 Section 1.03 Plan Preparation...............................................................................1 ARTICLE II - TAX INCREMENT FINANCING PLAN.........................................................2 Section 2.01 Statutory Authority..........................................................................2 Section 2.02 Planned Development.....................................................................2 2.02.1 Project Description......................................................................................3 2.02.2 City Plans and Development Program .................................................... 3 2.02.3 Land Acquisition.........................................................................................3 2.02.4 Development Activities..............................................................................3 2.02.5 Need for Tax Increment Financing........................................................... 3 Section 2.03 Tax Increment Financing District...................................................4 2.03.1 Designation..................................................................................................4 2.03.2 Boundaries of TIF District..........................................................................4 2.03.3 Type of District............................................................................................4 Section 2.04 Plan for Use of Tax Increment........................................................5 2.04.1 Estimated Tax Increment............................................................................5 2.04.2 Public Development Costs.........................................................................5 2.04.3 Estimated Sources and Uses of Funds ..................................................... 5 Figure2-1......................................................................................................6 2.04.4 Administrative Expense.............................................................................6 2.04.5 County Road Costs..................................................................................... 6 2.04.6 Bonded Indebtedness................................................................................. 6 2.04.7 Duration of TIF District..............................................................................7 2.04.8 Estimated Impact on Other Taxing Jurisdictions...................................7 2.04.9 Prior Planned Improvements.................................................................... 7 ARTICLE III - ADMINISTERING THE TIF DISTRICT ..................................................... 8 Section 3.01 Filing and Certification....................................................................8 Section 3.02 Modifications of the Tax Increment Financing Plan....................8 Section 3.03 Four -Year Knockdown Rule...........................................................8 Section 3.04 Pooling and Five -Year Rule.............................................................9 Section 3.05 Financial Reporting and Disclosure Requirements .....................9 Section 3.06 Business Subsidy Compliance......................................................10 EXHIBITS...........................................................................................................................11 Exhibit I Present Value Analysis..................................................................11 Exhibit II Projected Tax Increment................................................................12 Exhibit III Impact on Other Taxing Jurisdictions..........................................13 Exhibit IV Estimated Tax Increment Over Life of District ..........................14 Exhibit V Map of TIF District.........................................................................15 Exhibit VI Map of Central Monticello Redevelopment Project No. 1........16 TAX INCREMENT FINANCING (ECONOMIC DEVELOPMENT) DISTRICT NO. 1-46 ARTICLE I — INTRODUCTION AND DEFINITIONS SECTION 1.01 INTRODUCTION The City of Monticello and the City of Monticello Economic Development Authority propose to provide tax increment financing assistance through the establishment of Tax Increment Financing (Economic Development) District No. 1-46 to assist with the financing of Public Development Costs for the construction of approximately 140,000 square feet of building space to provide a facility for manufacturing of hand tools for use in trade and industry. The building space will be constructed in two phases. Phase one will include approximately 70,000 square feet of space completed in 2022, and phase two to include approximately 70,000 square feet completed in 2024. The completion dates are estimated for planning purposes. This document contains the plan for achieving the objectives of the Central Monticello Redevelopment Project No. 1 through the establishment of Tax Increment Financing District No. 1-46. SECTION 1.02 DEFINITIONS For the purposes of this document, the terms below have the meanings given in this section, unless the context in which they are used indicates a different meaning: 1. "Authority" means the City of Monticello Economic Development Authority. 2. "City" means the City of Monticello, Minnesota. 3. "City Council' means the City Council of the City. 4. "County" means Wright County, Minnesota. 5. "County Auditor" means the County Auditor/Treasurer of the County. 6. "Developer" means the party undertaking construction of the Development in the TIF District, which is anticipated to be Wiha Tools, its successors or assigns. 7. "Development" means the construction of approximately 140,000 square feet of building space to provide a facility for manufacturing of hand tools for use in trade and industry. The building space will be constructed in two phases. Phase one will include approximately 70,000 square feet of space completed in 2022, and phase two to include approximately 70,000 square feet completed in 2024. 8. "Public Development Costs" means the cost of the development activities that will or are expected to occur within the Redevelopment Project or the TIF District. 9. "Redevelopment Plan" means the Redevelopment Plan for the Redevelopment Project, as the same may, from time to time, be amended or supplemented. 10. "Redevelopment Project" means Central Monticello Redevelopment Project No. 1 of the Authority, as the same may, from time to time, be amended or supplemented. 11. "School District" means Independent School District No. 882 (Monticello Public Schools). 12. "State" means the State of Minnesota. 13. "TIF Act" means Minnesota Statutes, Sections 469.174 through 469.1794, as amended, both inclusive. 14. "TIF District" means Tax Increment Financing (Economic Development) District No. 1-44. 15. "TIF Plan" means the tax increment financing plan for the TIF District (this document). DRAFT MAY 27, 2022 TAX INCREMENT FINANCING (ECONOMIC DEVELOPMENT) DISTRICT NO. 1-46 SECTION 1.03 PLAN PREPARATION The document was prepared for the City and the Authority by Northland Securities, Inc. DRAFT MAY 27, 2022 TAX INCREMENT FINANCING (ECONOMIC DEVELOPMENT) DISTRICT NO. 1-46 ARTICLE II - TAX INCREMENT FINANCING PLAN SECTION 2.01 STATUTORY AUTHORITY The TIF District and the TIF Plan are established under the authority of the TIF Act. SECTION 2.02 PLANNED DEVELOPMENT 2.02.1 Project Description The Developer proposes the construction of approximately 140,000 square feet of building space to provide a facility for manufacturing of hand tools for use in trade and industry. The building space will be constructed in two phases. Phase one will include approximately 70,000 square feet of space completed in 2022, and phase two to include approximately 70,000 square feet completed in 2024. 2.02.2 City Plans and Development Program In addition to achieving the objectives of the Redevelopment Plan, the Development is consistent with and works to achieve the development objectives of the City. The TIF Plan for the TIF District conforms to the general plan for development or redevelopment of the City as a whole. The City has adopted land use controls to guide the use of property. The proposed development plans for the project in the TIF District have been reviewed by the Planning Commission and the City Council, and conform to current land use controls. 2.02.3 Land Acquisition The Developer plans to acquire the property within the TIF District with assistance from the Authority. 2.02.4 Development Activities As of the date of approval of this TIF Plan, there are no development activities proposed in this TIF Plan that are subject to contracts. 2.02.5 Need for Tax Increment Financing In the opinion of the City and the Authority, the Development would not reasonably be expected to occur solely through private investment within the foreseeable future and that the increased market value of the site that could reasonably be expected to occur without the use of tax increment financing would be less than the increase in the market value estimated to result from the proposed development after subtracting the present value of the projected tax increments for the maximum duration of the TIF District permitted by the TIF Plan. The reasons and facts supporting this finding include the following: • The Development requires public financial assistance to offset the cost of land acquisition to allow for the Developer to proceed with construction of the Development. • The Developer has represented that the expansion is necessary to retain its current operations in Minnesota, to expand its business and increase jobs in Minnesota, and to increase the tax base in Minnesota. A comparative analysis of estimated market values both with and without establishment of the TIF District and the use of tax increments has been performed as described above and is shown in Exhibit I. This analysis indicates that the increase in estimated market value of the proposed development (less the present value of the projected tax increments for the maximum duration permitted by the TIF Plan) exceeds the estimated market value of the site prior to the establishment of the TIF District. DRAFT MAY 27, 2022 TAX INCREMENT FINANCING (ECONOMIC DEVELOPMENT) DISTRICT NO. 1-46 SECTION 2.03 TAX INCREMENT FINANCING DISTRICT 2.03.1 Designation This TIF District is designated as Tax Increment Financing (Economic Development) District No. 1-46. 2.03.2 Boundaries of TIF District The boundaries of the TIF District are depicted in Exhibit V. The TIF District includes the following five parcels and the immediate adjacent roads and right-of-way. • 155-0290-02100 • 155-0290-02110 • 155-0290-02120 • 155-0290-02090 • 155-0290-02130 A description of the property will be inserted here prior to submitting request to county auditor for certification. 2.03.3 Type of District The TIF District is established as an "economic development" district pursuant to Sections 469.174 subdivision 12, and 469.176, subdivision 4c, of the TIF Act. The TIF Act allow tax increments from an economic development district to be used to provide improvements, loans, subsidies, grants, interest rate subsidies, or assistance in any form to developments consisting of buildings and ancillary facilities, if all the following conditions are met: (1) it will discourage commerce, industry, or manufacturing from moving their operations to another state or municipality; or (2) it will result in increased employment in the state; or (3) it will result in preservation and enhancement of the tax base of the state. The Development will meet these conditions. Revenue derived from tax increment from an economic development district may not be used to provide improvements, loans, subsidies, grants, interest rate subsidies, or assistance in any form to developments consisting of buildings and ancillary facilities, if more than 15 percent of the buildings and facilities (determined on the basis of square footage) are used for a purpose other than: (1) the manufacturing or production of tangible personal property, including processing resulting in the change in condition of the property; (2) warehousing, storage, and distribution of tangible personal property, excluding retail sales; (3) research and development related to the activities listed in clause (1) or (2); (4) telemarketing if that activity is the exclusive use of the property; (5) tourism facilities; or (6) space necessary for and related to the activities listed in clauses (1) to (5). DRAFT MAY 27, 2022 4 TAX INCREMENT FINANCING (ECONOMIC DEVELOPMENT) DISTRICT NO. 1-46 The Development is for manufacturing, and 100% of the planned building will be used for this purpose. The Development is a qualified facility and meets these requirements in the TIF Act. SECTION 2.04 PLAN FOR USE OF TAX INCREMENT 2.04.1 Estimated Tax Increment The original net tax capacity of value of the TIF District will be set by the County Auditor upon request for certification. For the purposes of the TIF Plan, the estimated original net tax capacity is $31,392. This amount is estimated based on the estimated market value of $1,569,600 for the parcels within the boundaries of the TIF District; with tax capacity value calculated for commercial property. The total tax capacity value of the property after development completion is estimated to be $112,000. This amount is based on a total estimated taxable market value of $5,600,000 for taxes payable in year 2024, with property classified as commercial. The estimated difference between the total tax capacity value after development completion of phase one and the original net tax capacity value is the captured tax capacity value in the amount of $80,608 for the creation of tax increment. The total local tax rate for taxes payable in 2022 is 96.98%. The TIF Plan assumes this rate for purpose of calculating tax increments for the TIF District. At the time of the certification of the original net tax capacity for the TIF District, the County Auditor shall certify the original local tax rate that will apply to the TIF District. The original local tax rate is the sum of all the local tax rates, excluding that portion of the school rate attributable to the general education levy under Minnesota Statutes section 126C.13, that apply to a property in the TIF District. The local tax rate to be certified is the rate in effect for the same taxes payable year applicable to the tax capacity values certified as the TIF District's original tax capacity. The resulting tax capacity rate is the original local tax rate for the life of the TIF District. Under these assumptions, the estimated annual tax increment after completion is $77,894. This estimated amount is after deducting the estimated state auditor fee (0.36% of tax increment collected). The actual tax increment will vary according to the certified original tax capacity value and original tax rate, the actual property value produced by the proposed development and the changes in property value and state tax policy over the life of the district. It is the intent of the City and the Authority to retain 100% of the captured tax capacity value for the duration of the TIF District. Exhibit II contains the projected tax increment over the life of the TIF District. 2.04.2 Public Development Costs The Authority will use tax increments to pay Public Development Costs. Public Development Costs will include administrative expenses for the TIF District to be paid by the Authority and land acquisition and site improvement costs to by the Developer. A contract between the Authority and the Developer will define the means for verifying the Public Development Costs eligible for reimbursement and the means of disbursing tax increments collected by the Authority to the Developer to reimburse Public Development Costs. 2.04.3 Estimated Sources and Uses of Funds The estimated sources of revenue, along with the estimated Public Development Costs of the TIF District, are itemized in Figure 2-1 that follows. Such costs are eligible for reimbursement from tax increments, and other listed sources of revenue from the TIF District. The City and Authority reserve the right to administratively adjust the amount of any of the Public Development Cost items listed in Figure 2-1, so long as the total combined estimated amount, not including financing costs, is not increased. DRAFT MAY 27, 2022 TAX INCREMENT FINANCING (ECONOMIC DEVELOPMENT) DISTRICT NO. 1-46 FIGURE 2-1 ESTIMATED SOURCES AND USES OF FUNDS Total Estimated Tax Increment Revenues (from tax increment generated by the district) Tax increment revenues distributed from the County $1,537,334 Interest and investment earnings $10,000 Sales/lease proceeds $0 Market value homestead credit $0 Total Estimated Tax Increment Revenues $1,547,334 Estimated Public Development Costs/Financing Costs (to be paid or financed with tax increment) Project costs Land/building acquisition $799,000 Site improvements/preparation costs $296,799 Utilities $0 Other qualifying improvements $0 Administrative costs $121,755 Estimated Public Development Costs $1,217,554 Estimated financing costs Interest expense $329,780 Total Estimated Public Development Costs/Financing Costs to be Paid from Tax Increment $1,547,334 Estimated Financing Total amount of bonds to be issued 2.04.4 Administrative Expense $1,547,334 The Authority reserves the right to retain up to ten percent (10%) of tax increment revenues, in addition to any required fees paid to the State and County. The Authority will use these monies to pay for and reimburse the Authority for costs of administering the TIF District allowed by the TIF Act. The estimated amount of tax increment revenue to pay administrative expense is shown in Figure 2-1. Anticipated administrative expenses of the TIF District include annual audit of the fund for TIF District, preparation of annual reporting, legal publication of annual report, and administration of the development agreement. 2.04.5 County Road Costs The proposed development will not substantially increase the use of county roads and necessitate the need to use tax increments to pay for county road improvements. 2.04.6 Bonded Indebtedness The total amount of bonds estimated to be issued is shown in Figure 2-1. The City will not issue any general obligation bonded indebtedness as a result of the TIF Plan. The Authority intends to use tax increments to reimburse itself for administrative costs and to reimburse the Developer on a pay -go basis for certain Public Development Costs, with interest. Pursuant to Section 469.178, subdivision 7 of the TIF Act, the City or the Authority may advance or loan money to finance expenditures, under Section 469.176, subdivision 4 of the TIF Act, from the general funds of the City or the Authority or any other legally authorized fund to finance qualified expenditures, subject to the following provisions: DRAFT MAY 27, 2022 6 TAX INCREMENT FINANCING (ECONOMIC DEVELOPMENT) DISTRICT NO. 1-46 (a) Not later than 60 days after money is transferred, advanced, or spent, whichever is earliest, the loan or advance must be authorized by resolution of the City or of the Authority, whichever has jurisdiction over the fund from which the advance or loan is authorized. (b) The resolution may generally grant to the City or the Authority the power to make interfund loans under one or more tax increment financing plans or for one or more districts. The resolution may be adopted before or after the adoption of the tax increment financing plan or the creation of the tax increment financing district from which the advance or loan is to be repaid. (c) The terms and conditions for repayment of the loan must be provided in writing. The written terms and conditions may be in any form, but must include, at a minimum, the principal amount, the interest rate, and maximum term. Written terms may be modified or amended in writing by the City or the Authority before the latest decertification of any tax increment financing district from which the interfund loan is to be repaid. The maximum rate of interest permitted to be charged is limited to the greater of the rates specified under Minnesota Statutes, Section 270C.40 or 549.09 as of the date the loan or advance is authorized, unless the written agreement states that the maximum interest rate will fluctuate as the interest rates specified under Minnesota Statutes, Section 270C.40 or 549.09 are from time to time adjusted. Loans or advances may be structured as draw- down or line -of -credit obligations of the lending fund. (d) The Authority shall report in the annual report submitted under Section 469.175, subdivision 6 of the TIF Act: (1) the amount of any interfund loan or advance made in a calendar year; and (2) any amendment of an interfund loan or advance made in a calendar year. 2.04.7 Duration of TIF District The duration to collect and spend tax increments on eligible purposes is set at the maximum duration of eight (8) years after the date of receipt of the first tax increment or nine (9) years of tax increment collection. The estimated first year of tax increment collect is 2024. The estimated decertification date is 12/31/2032. 2.04.8 Estimated Impact on Other Taxing Jurisdictions Exhibits III and IV show the estimated impact on other taxing jurisdictions if the maximum projected retained captured net tax capacity of the TIF District was hypothetically available to the other taxing jurisdictions. The City and the Authority believe that there will be no adverse impact on other taxing jurisdictions during the life of the TIF District, since the Development will not happen without the establishment of the TIF District and the provision of public assistance. A positive impact on other taxing jurisdictions will occur when the TIF District is decertified and the development therein becomes part of the general tax base. The City and the Authority anticipate minimal impact of the Development on city -provided services. There may be minimal borrowing costs to the City or the Authority for the Development. A manageable increase in water and sewer usage is expected. There may be a slight but manageable increase in police and fire protection duties due to the Development. 2.04.9 Prior Planned Improvements There have been no building permits issued in the last 18 months in conjunction with any of the properties within the TIF District. The Authority will include this statement with the request for certification to the County Auditor. DRAFT MAY 27, 2022 7 TAX INCREMENT FINANCING (ECONOMIC DEVELOPMENT) DISTRICT NO. 1-46 ARTICLE III — ADMINISTERING THE TIF DISTRICT SECTION 3.01 FILING AND CERTIFICATION The filing and certification of the TIF Plan consists of the following steps: 1. Upon adoption of the TIF Plan, the Authority shall submit a copy of the TIF Plan to the Minnesota Department of Revenue and the Office of the State Auditor. 2. The Authority shall request that the County Auditor certify the original net tax capacity and net tax capacity rate of the TIF District. To assist the County Auditor in this process, the Authority shall submit copies of the TIF Plan, the resolution establishing the TIF District and adopting the TIF Plan, and a listing of any prior planned improvements. 3. The Authority shall send the Assessor for the County any assessment agreement establishing the minimum market value of land and improvements in the TIF District and shall request that the County Assessor review and certify the assessment agreement as reasonable. SECTION 3.02 MODIFICATIONS OF THE TAX INCREMENT FINANCING PLAN The City and the Authority reserve the right to modify the TIF District and the TIF Plan. Under current State Law, the following actions can only be approved after satisfying all the necessary requirements for approval of the original TIF Plan (including notifications and public hearing): ■ Reduction or enlargement in the geographic area of the Redevelopment Project or the TIF District. ■ Increase in the amount of bonded indebtedness to be incurred. ■ Increase in the amount of capitalized interest. ■ Increase in that portion of the captured net tax capacity to be retained by the Authority. ■ Increase in the total estimated Public Development Costs. ■ Designation of additional property to be acquired by the Authority. Other modifications can be made by resolution of the City and the Authority. In addition, the original approval process does not apply if (1) the only modification is elimination of parcels from the TIF District and (2) the current net tax capacity of the parcels eliminated equals or exceeds the net tax capacity of those parcels in the TIF District's original net tax capacity, or the City and the Authority agree that the TIF District's original net tax capacity will be reduced by no more than the current net tax capacity of the parcels eliminated. The Authority must notify the County Auditor of any modification that reduces or enlarges the geographic area of the TIF District. The geographic area of the TIF District may be reduced but not enlarged after five years following the date of certification. SECTION 3.03 FOUR-YEAR KNOCKDOWN RULE The provision of the TIF Act referred to as the Four -Year Knockdown Rule requires development activity to take place on each parcel within a tax increment financing (TIF) district within four years from the date of certification of the original net tax capacity of the district. If development activity on a parcel has not begun within the required time frame, no additional tax increment may be collected from that parcel and its value must be excluded from the district's original net tax capacity. Development activity includes demolition, rehabilitation, renovation or site improvement, including a qualified improvement of an adjacent street, has commenced on a parcel located DRAFT MAY 27, 2022 8 TAX INCREMENT FINANCING (ECONOMIC DEVELOPMENT) DISTRICT NO. 1-46 within the TIF District. If no development activity has occurred within four years from the date of certification then that parcel shall be excluded from the TIF District and the original net tax capacity shall be adjusted accordingly. The Authority must submit to the County Auditor, by February 1 of the fifth year, evidence that the required activity has taken place for each parcel in the TIF District. If a parcel is excluded from the TIF District and the City, the Authority, or owner of the parcel subsequently commences any of the above activities, the Authority shall certify to the County Auditor that such activity has commenced and the parcel shall once again be included in the TIF District. The County Auditor shall certify the net tax capacity of the parcel, as most recently certified by the Commissioner of Revenue, and add such amount to the original net tax capacity of the TIF District. SECTION 3.04 POOLING AND FIVE-YEAR RULE At least 80% of the tax increments (not including administrative expenses) from the TIF District (the "In -District Percentage") must be expended on activities within the TIF District, including payment on any bonds for which the proceeds were used to finance activities within the TIF District. Up to 20% of the tax increments from the TIF District may be used to finance activities outside the TIF District but within the boundaries of the Redevelopment Project. Tax increments are considered to have been "spent" within the TIF District if such amounts are: • actually paid to a third party for activities performed within the TIF District within five years after certification of the district; • used to pay bonds that were issued and sold to a third party, the proceeds of which are reasonably expected on the date of issuance to be spent within the later of the five-year period or a reasonable temporary period or are deposited in a reasonably required reserve or replacement fund. • used to make payments or reimbursements to a third party under binding contracts for activities performed within the TIF District, which were entered into within five years after certification of the district; or • used to reimburse a party for payment of eligible costs (including interest) incurred within five years from certification of the district. It is anticipated that all tax increments to be collected from within the TIF District and distributed by the County will be spent or obligated within five years from the date of certification of the TIF District. SECTION 3.05 FINANCIAL REPORTING AND DISCLOSURE REQUIREMENTS The Authority will comply with the annual reporting requirements of the TIF Act pursuant to the guidelines of the Office of the State Auditor. Under current law, the Authority must prepare and submit a report on the TIF District on or before August 1 of each year. The Authority must also annually publish in a newspaper of general circulation in the City an annual statement for the TIF District, in the format as prescribed by the Office of the State Auditor. The reporting and disclosure requirements outlined in this section begin with the year a tax increment financing district is certified, and shall end in the year in which both the district has been decertified and all tax increments have been spent or returned to the County for redistribution. Failure to meet these requirements, as determined by the State Auditors Office, may result in suspension of distribution of tax increments. DRAFT MAY 27, 2022 9 TAX INCREMENT FINANCING (ECONOMIC DEVELOPMENT) DISTRICT NO. 1-46 SECTION 3.06 BUSINESS SUBSIDY COMPLIANCE The Authority will comply with the business subsidies requirements specified in Minnesota Statutes, Sections 116J.993 to 116J.995. DRAFT MAY 27, 2022 10 TAX INCREMENT FINANCING (ECONOMIC DEVELOPMENT) DISTRICT NO. 1-46 Exhibit I Monticello EDA Tax Increment Financing District No. TIF 1-46 Present Value Analysis As Required By Statute Minnesota Statutes 469.175(3)(2) Wiha Manufacturing 1 Estimated Future Market Value w/ Tax Increment Financing 12,127,995 ' 2 Payable 2022 Market Value 1,569,600 3 Market Value Increase (1-2) 10,558,395 4 Present Value of Future Tax Increments 1,217,554 5 Market Value Increase Less PV of Tax Increments 9,340,841 6 Estimated Future Market Value w/o Tax Increment Financing 1,699,652 ' 7 Payable 2022 Market Value 1,569,600 8 Market Value Increase (6-7) 130,052 9 Increase in MV From TIF 9,210,789 2 ' Assume 7.00% annual appreciation over 8 year life of district. 2 Statutory compliance achieved if increase in market value from TIF (Line 9) is greater than or equal to zero. DRAFT MAY 27, 2022 11 TAX INCREMENT FINANCING (ECONOMIC DEVELOPMENT) DISTRICT NO. 1-46 Exhibit II City of Monticello Tax Increment Financing District No. TIF 1-46 (Economic Development) Wiha Manufacturing Projected Tax Increments from Tax Increment Financing (TIF) TIF Taxes Tax Less Base Captured Tax Present District Payable TMV Total Tax Tax Tax Rate Increments Year Year Capacity Capacity Capacity (TIF) Value 1 2024 5,600,000 112,000 (31,392) 80,608 96.98% 77,894 73,648 2 2025 5,656,000 113,120 (31,392) 81,728 96.98% 78,976 145,419 3 2026 11,425,120 228,502 (31,392) 197,110 96.98% 190,473 311,793 4 2027 11,539,371 230,787 (31,392) 199,395 96.98% 192,681 473,561 5 2028 11,654,765 233,095 (31,392) 201,703 96.98% 194,912 630,847 6 2029 11,771,313 235,426 (31,392) 204,034 96.98% 197,164 783,773 7 2030 11,889,026 237,781 (31,392) 206,389 96.98% 199,439 932,456 8 2031 12,007,916 240,158 (31,392) 208,766 96.98% 201,737 1,077,013 9 2032 12,127,995 242,560 (31,392) 211,168 96.98% 204,058 1,217,554 1,537,334 TOTAL = Kev Assumptions 1 TMV means Taxable Market Value. Annual growth assumption for TMV = 1.00% 2 Tax Rate and Base Tax Capacity are estimated based on Taxes Payable Year 2022 3 Election for captured tax capacity is 100.00% 4 Base Tax Capacity is calculated based on a TMV for the TIF District = $1,569,600 5 Present value is calculated based on semi-annual payments, 4.0% rate, and date of 6/1/2023 6 Assumption for TIMV = Phase I includes 70,000 SF at $80.00 per SF completed in 2022, and Phase II includes an additional 70,000 SF at $80 per SF completed in 2024. 7 Tax Increments is after deducting State Auditor Fee (0.36% of TIF) DRAFT MAY 27, 2022 12 TAX INCREMENT FINANCING (ECONOMIC DEVELOPMENT) DISTRICT NO. 1-46 Exhibit III Monticello EDA Tax Increment Financing District No. TIF 1-46 Impact on Other Taxing Jurisdictions (Taxes Payable 2022) Wiha Manufacturing Annual Tax Increment Estimated Annual Captured Tax Capacity (Full Development) $211,168 Payable 2022 Local Tax Rate 96.982% Estimated Annual Tax Increment $204,795 Percent of Tax Base Net Tax Net Tax Captured Percent of Capacity Tax Capacity % of Total Increment Total NTC (NTC) Capacity City of Monticello 31,827,900 211,168 0.66% Wright County 202,383,636 211,168 0.10% ISD 882 43,872,446 211,168 0.48% Dollar Impact of Affected Taxing Jurisdictions NOTE NO. 1: Assuming that ALL of the captured tax capacity would be available to all taxing jurisdictions even if the City does not create the TIF District the creation of the TIF District will reduce tax capacities and increase the local tax rate as illustrated in the above tables. NOTE NO. 2: Assuming that NONE of the captured tax capacity would be available to the taxing jurisdiction if the City did not create the TIF District, then the plan has virtually no initial effect on the tax capacities of the taxing jurisdictions. However, once the District is established, allowable costs paid from the increments, and the TIF District is terminated, all taxing jurisdictions will experience an increase in their tax base. DRAFT MAY 27, 2022 13 Net Tax Tax Added Local Capacity % of Total Increment Tax Rate (NTC) Share City of Monticello 36.536% 37.673% 77,152 0.242% Wright County 43.751% 45.113% 92,388 0.046% ISD 882 15.446% 15.927% 32,617 0.074% Other 1.249% 1.288% 2,637 Totals 96.982% 100.000% 204,794 NOTE NO. 1: Assuming that ALL of the captured tax capacity would be available to all taxing jurisdictions even if the City does not create the TIF District the creation of the TIF District will reduce tax capacities and increase the local tax rate as illustrated in the above tables. NOTE NO. 2: Assuming that NONE of the captured tax capacity would be available to the taxing jurisdiction if the City did not create the TIF District, then the plan has virtually no initial effect on the tax capacities of the taxing jurisdictions. However, once the District is established, allowable costs paid from the increments, and the TIF District is terminated, all taxing jurisdictions will experience an increase in their tax base. DRAFT MAY 27, 2022 13 TAX INCREMENT FINANCING (ECONOMIC DEVELOPMENT) DISTRICT NO. 1-46 Exhibit IV City of Monticello Tax Increment Financing (Economic Development) District No. TIF 1-46 Wiha Manufacturing Estimated Tax Increments Over Maximum Life of District Note: Estimated Total Tax Increment is before deducting the State Auditor's fee, which is payable at a rate of 0.36% of the Total Tax Increment collected. Exhibit II provides the estimated Tax Increments (TIF) after deduction of the State Auditor's fee. DRAFT MAY 27, 2022 14 Based on Pay 2022 Tax Rate = 96.982% 36.536% 43.751% 15.446% 1.249% New Estimated City County School Other TIF Taxes Taxable New Base Captured Total TIF TIF TIF TIF District Payable Market Tax Tax Tax Tax Related Related Related Related Year Year Value Capacity Capacity Capacity Increment Share Share Share Share 1 2024 5,600,000 112,000 (31,392) 80,608 78,175 29,451 35,267 12,451 1,006 2 2025 5,656,000 113,120 (31,392) 81,728 79,261 29,860 35,757 12,624 1,020 3 2026 11,425,120 228,502 (31,392) 197,110 191,161 72,016 86,238 30,445 2,462 4 2027 11,539,371 230,787 (31,392) 199,395 193,377 72,851 87,237 30,798 2,491 5 2028 11,654,765 233,095 (31,392) 201,703 195,616 73,694 88,247 31,155 2,520 6 2029 11,771,313 235,426 (31,392) 204,034 197,876 74,546 89,267 31,515 2,548 7 2030 11,889,026 237,781 (31,392) 206,389 200,160 75,406 90,297 31,879 2,578 8 2031 12,007,916 240,158 (31,392) 208,766 202,466 76,275 91,337 32,246 2,608 9 2032 12,127,995 242,560 (31,392) 211,168 204,795 77,152 92,388 32,617 2,638 Total 1,542,887 581,251 696,035 245,730 19,871 Note: Estimated Total Tax Increment is before deducting the State Auditor's fee, which is payable at a rate of 0.36% of the Total Tax Increment collected. Exhibit II provides the estimated Tax Increments (TIF) after deduction of the State Auditor's fee. DRAFT MAY 27, 2022 14 TAX INCREMENT FINANCING (ECONOMIC DEVELOPMENT) DISTRICT NO. 1-46 EXHIBIT V Map of Boundaries of Tax Increment Financing District No. 1-46 DRAFT MAY 27, 2022 15 TAX INCREMENT FINANCING (ECONOMIC DEVELOPMENT) DISTRICT NO. 1-46 EXHIBIT VI Map of Boundaries of Central Monticello Redevelopment Project No. I k , sof, ------------- s �o ' 0M f o CT DRAFT MAY 27, 2022 16 oo t7 n O al d m h OL 3 i! k , sof, ------------- s �o ' 0M f o CT DRAFT MAY 27, 2022 16 Planning Commission Agenda — 06/07/22 3113. Community Development Director's Report Council Action on/related to Commission Recommendations • Consideration of Preliminary Plat and Final Plat of Spaeth Industrial Park 3rd Addition in the 1-2 (Heavy Industrial) District. Applicant: Ken Spaeth Approved on the City Council consent agenda on May 23rd 2022. • Consideration of an Amendment to a Conditional Use Permit for a Planned Unit Development for Expansion and Renovation of an Existing Retail Building in the Pine Street Sub -District of the Central Community District (CCD). Applicant: Border Foods, LLC. Approved on the City Council consent agenda on May 23rd 2022. Consideration of Rezoning to a Planned Unit Development, Development Stage Planned Unit Development and Preliminary Plat of Block 52 First Addition, a Proposed Mixed -Use Development (87 Residential Apartment Units and Approximately 30,000 Scl Ft of Commercial Office and Retail Use) in the Broadway and Riverfront Sub -Districts in the Central Community District (CCD). Applicant: Mark Buchholz The City Council reviewed the Development Stage PUD and Preliminary Plat on May 23rd 2022. During review of the items, it was noted that since the time of the Planning Commission meeting and hearing on the requests, the developer had learned that fire code requirements would create an unexpected and significant cost in fire protection system (sprinkling) related to the height of the corner building feature and apartment unit. To mitigate the need for inclusion of the more expensive and intense sprinkler system for the building, the height of the building at that location would need to be reduced. The height reduction has a resulting impact on the exterior elevation and architecture of the building. To address this changing condition, City Council approved the Development Stage PUD and Preliminary Plat with the condition that the developer work with staff to ensure consistency with the architectural intent of the originally proposed concept elevations, including the soffit/"cap" roofline extension at that corner. The City Council's motion was passed, 4-1, with Council member Murdoff in dissent. Staff has requested that the developer provide information from the State Fire Marshal's office relating to this change and is currently working with the developer on a potential revised elevation. Illustrations of the originally proposed elevation (recommended for approval by the Commission), the developer's suggested change presented at Council, and staff's recommended change (including a revision by their architect) are included for reference. Downtown Rounds Downtown Rounds will be back in August, 2022! Downtown Rounds are events held at a downtown Monticello business with the goal of communicating on happenings associated with the Downtown Small Area Plan, as well as creating a forum for discussion Planning Commission Agenda — 06/07/22 and opportunity among downtown business and property owners. Along with the Rounds, the City will be working toward preparation of quarterly Downtown newsletters. The Pointes at Cedar Project Updates Public engagement on desired Spring/Summer activities and amenities has been fantastic. We have received over 200 responses to the online survey, and valuable in- person feedback at Senior Center and Farmers Market booths. With the insight gained from outreach throughout the winter and spring, project consultant WSB will be preparing The Pointes at Cedar's draft master plan for the public spaces. The draft master plan will be showcased for additional public engagement at the upcoming June 11th Walk & Roll event. In addition, the June project update will be posted to https://www.ci.monticello.mn.us/276/The-Pointes-at-Cedar-Small-Area-Plan Walk & Roll Walk & Roll 2022 is on Saturday, June 11th. This year's event will be a "Walk on Walnut", with the event kicking off at the CC, moving down Walnut Street and into West Bridge Park. The City will have a major presence in booths at the event, including MontiArts, The Parks Department, and engagement opportunities for The Pointes at Cedar and Block 52. The event is free and open to all. Volunteer Picnic Thanks to all volunteers who contribute their time and talents — including our Commission members. This year's picnic is on Thursday, June 23rd, 2022. More details attached. For more City updates, visit the City Blog: https://www.ci.monticello.mn.us/Blog.aspx 2 ara mmrVTJ,c rwm_�=.r.rrw i"fJ_ZLY�� BLOCK 52 MUSE MONTICELLO, MN hrn mot„ �rn .. R.�9r. tlL aZi ar Ci�.Z •ml .ma. ia.�. mourn;rte ao�a. snrnr rnwr ■. ,rtr•rx uno nmi cru■ ira rr��..� ivm w �,a ■array r.nr ioon�ra w � ru��r�� ■rK r.�.�w ra<��� of FRMF��1 �1n A4RI.0 G�L�■ �i .i�I��� 4� i v L N, W3 s 4 Y � r�61arRi, I EAU i a J volunteer recognition 0 NI F) 11:7, r As a BIG THANK YOU... City of Monticello volunteers and their families are invited to join us for a picnic at West Bridge Park! Rain or Shine (In case of rain the picnic will be moved indoors to the Community Center) Please RSVP with number attending to HR@ci.monticello.mn.us by June 20th. AMi�&o o